Sullivan N 212 Smith's Home Furniture
r
09
PROJECT NIIMBER= 93008935 APPLICATION D /27/93 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES WILL 8E A3SESSED FOR CONMENCING WORK WITHOUT A PERMIT
SITE STREET= 212 N SULLIVAN RD PARCEL#= 45133.1259
ADDRESS= VERADALE WA 99037 zv__ a-7-
c_1"~~
PERMIT USE= SMITHS HOME FURNISHINGS Cv ^
83-91~
i9-~~
PLAT#= 002757 PLAT NAME= VERA .
BLOCK= LOT= ZONE= lkT DIST#= F
AREA= F/A= F pIDTg= DEPTH= R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
OWNER= REMBOLD TRUSTS PHONE= 503 222 7258
STREET= 10220 S6d SALMON # 450
ADDRESS= PORTLAND OR 97205
CONTACT NAME= LOY RUSCH PHONE NUMBER= 503 222 5757
BUILDING SETBACKS: FRONT= 33 LEFT= 10 RIGHT= 60 REAR= 60
gEVIEW INFORMATION
DEPARTNlENT REVIEW REQUIREMENT
-------r-----.r~~~~~~~~~--~~~~~~--~~~~~~~----...--r-------...---
BQILDING REVIEW COORDINATOR - J LARSON
CONMENTS :
141comi A~fp }ba• a4I LDI acr d ~
BUILDING PLAN REVIEW REQUIRED
COMKENTS : Krsou I :
Go !GULTMAXs 1W.&6
-T~~6 ~~t~~.1~t~
SUILDING ~SPRINKLED BLBG ~~LIN&tWjtpDJSLt6rK
COMMENTS :
I
~
~
SEPA REVIE BUILDING +12,000 SQ FT ~
COMMNTS :
CMA REVIEW CRITICAL MATERIALS (ALL COMM)
COMIlMENTS :
ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE + ~ GU~✓`~~1 ~
COMMENTS:
ENGINEER SITE DRAINAGE TO BE REVIEWED
s - _
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BL-DG. ERM # -or -FnrE# B93044-m
Related Fi-le # ~ ZE-27+78 & B92133)
Doite LA Review 412-93 Time 10:00 ~ P'lE-AFPLICATION
Da'ke to AA 8c DR Time
Date Reoesved 4-6-93
Project Name SM1TWS HOMT FUR RETAII. No, I,ots No.Acres
-Section - Tawii-ship - Rapge
SITE ADDMS SULI:iVVAN N `Z1WN SPRAGIJE PARCEL #1,3543-1Z?6+
Applicatne.s Name 1,0YRVSCH-MCM F.hone # 543-222-5757
Address Work #
Date Gonditions mailed
Contact persoA Pbone #
FMOD 20NE 11 NO w S SCHOOL
Engineer ! Swveyof-Is / Architect's Name
Pknning coutaefi Pawn Phone # 456-2205
Uate Svbmiaed Description Initials
~,i ? AGMu1gNT"TO PAY FW CO1~L~1~D &GOP'y TO A.~C(:oUNTING
I ~ FIlNAL PLAT FEES COMPLEHD &C4PY 'iO ACCDWaWG
NOTICE T0 PUBLIC #1 3 4 6 CaMPIHTED - OR NEEIJS TO BE SIGNEb
I / DEWN DEVTATONY SL1BMT'I'ED
j ~ AL'TBRAMON TO PLYAT`- BLOtkS„ &ImS
I HBARIIYG EXAM AFPROVED DFNIED- AI'PEALED BHC APPRGVED DFNIED
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Page 1
aFFxcE aF Tn eoUNr~
~~OXan c+oMrrY, WAssrNGToN
Project: Smith's Home Furxtishings Date 4-12-93
Address: M. 212 Sullivan
Parcel No: 13543=1226+ Ref Na. 893444
The County Engineering Department has campleted a review of
tlae above referenced praject. The following information must be
provided iri order f or us ta pro+ceed with our revf ew .
A) For any new hard surface area, for an asphaltic roof, or
a roof containinq HVAC machinery, a drainage plan
for the site shall be prepared in cqmpliance with
Spakane Caunty "Guidelines fot Stormwater Management". At
a minimum the glari must aontain: _
1. Drainage cal.culations for stormwater volumes
generated on site.
2. Calculations far tvtal imperviaus suxfaces
contained within the s ite .
3. Finished grade elevatiQns fvr struatures ta be
construated on site.
4. Finished grade elevatians at the tap and bottom of
the 208 swale.
5. A typical cross sectian of the 208 swale.
6. Calculations to justify the numlaer and typ►e of
drywells groposed.
7. Elevation of drywell inlets where applica,ble.
8. Capy► of the prapose+d landscape plan,
B} The subject property is affected by the "Fi.ndings and
Order" and the "Cvnditivns of Apgroval" for the following
land use a+ction:
Spokane Caunty Zone Change No. ZE-27--
,W
R
C} The following ixnprovements rraithin adjacent Right of Way
are re+quired prior to the release of a buxlding permit:
1. You must subnu.t raad and drainage plans for street
improvements.The6E must be prepared by an
engineer. Plarts must ]ae prepared fQr the follawing
streets:
a. Sullivari, Special County Raad Sectian. Please
check with Fred Meyers Corp. on this
requirement.
A11 required constructi an (s idewa lt/ curbinq/ pavement ) withixs
the Public Road Right of 'Way is tv be comgleted prior to t,he
release of a building permit or a€inancial guaranty in am amou.nt
estimated by the County Engineer to caver the cost of
caxzstruction vr improvem►ents shall be filed with the County
Engineer. Required plans are to be submitted priar to estY.mating
the amount of the financial guaranty or permit release.
.
~
Page 2
2. Approach pexmits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engirreering
Department for any new or improved driveway
approaches to the following streets:
a. Sullivan. Please check with Fred Meyers Corp.
on this requiremerit.
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:
1. 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 af parking stalls shall be in
accordance with standard traffic enqineering practices. Paving as
required by the County Planning Ordinarrce, will be required for
any portion of the project which is to be occupied or traveled by
vehicles.
E) Utility Condition: Permittee is responsible for arranqinq
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 siqn Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
dacument is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Departntent.
Only after all the information and requirements listed above
are supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the Caunty Engineering Department may
be contacted at 456-3600. Your contact person is Robert Turner.
Page 1
OFFICE OF TSS COONTY EN(3nTSLR
BPOKAN$ COUNTY, WA88INGTON
Project: Smith's Home Furnishings Date 4-12-93
Address: N. 212 Sullivan
Parcel No: 13543-1226+ Ref No. 893044
The Cownty Enqineering Departa►ent has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimwn 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 qrade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
8) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
SPokane Count Zone Chan e No. ZE-27-~
Y g
_
C) The following improvements within adjacent Right of Way
are required prior to the release of a buildinq permit:
l.. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared f or the f ollowing
streets:
a. Sullivan, Special County Road Section. Please
check with Fred Meyers Corp. on this
requirement.
All required construction (sidewalk/curbing/pavement) within
the Public Road Riqht of Way is to be completed prior to the
release of a building permit or a financial guaranty in an ainount
estimated by the County Engineer to cover the cost of
construction ar improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
Page 2
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Sullivan. Please check with Fred Meyers Corp.
on this requirement.
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:
1. 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 enqineering 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. .
E) Utility Condition: Periaittee is responsible for arrariging
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
Enqineers "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 yaur contact person at the
Engineers Department.
Only after all the information and requirements listed above
are supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Department may
be contacted at 456-3600. Your contact person is Robert Turner.
BUILDING PERMIT CHECKUST
M ,~~~IP~MI°4 1~ Ji'10D77 , , ~+~+~►'A' ~
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N REC1lTIRED~I COMPLETED ~
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RICiHT OF WAY DEPARTMENT
DEED I ✓ I
EASEMENTS I ~ I
RD ~ ✓ I ~
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LEGAL DESCRIPTION CHECK . I . I
LETTER FROM SCAPCA I ✓ I ~
RECIPROCAL USE A(3REEMENT
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scALE
BENCHMARK I ✓ I ~
ROAD NAMES I I
R/W DIMENSIONS
PROPERTY LINES I t/.e I /
SET-AS1DE I 4/ . I IV
CFlADES I ~ I I
STAMP I ✓ _ l I
PAVING I I I
TRAFFIC CiRCULATION PLAN
APPROACH PERMIT
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e{~f r ~ ? 1VUr ? 'f 7 + ' ~ ~ ~ ~r + ` + ri ~
s ..DFlAl1VAUE2
206 CALCULATIONS ~ ~ ~ ~
SWALE CROSS-SECTION I✓ I A
SPECIAL SOI L TESTS
ROOF CONSTRUCTION ~ 1/
HVAC ON ROOF
IANDSCAPE PLAN (208 CONFUCT) ~
DITCH CALULATIONS
BACKWATER CALCULATIONS
GRATE CALCULATIONS
PtPE CALCULATIONS
RETENTION/DETENTION CALCS ~
10/50/100 YEAR STORM ~
TR-65 AN YSIS I _ I =
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GRADE SHEET (EXISTING ROAD) I . I
STAMP ~ I
OWNERS SIGNATURE
ROAD DFiAINAGE (SWALES, STRUCTURES, ~ ~
'R° VALUE TESTS
NEW ROAD DESIGN
BOND
MYLAR
COUNTY STAMP j ~
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ev.oivsu.otvsnnjy=jMffwin
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COD,
;PW~CEME~j
OFMCE aF TtaE CoUNnr ENcRMrt • A Dn4woN vpiiis PuBLic WaRKs DirARTmerar
Ronalsi C. Horatann, P,E, COUnty Erigii`teer Dem1$ Nf. Scot#,1'M, Dlredat
EN[~~~t'S AC~REEIIU~ ~C[111~[BE~t ~ ~1~
TWs agreernent between Spolcane Cauttty $nd
,
whase interest in the project is
is entemd inta this I/ day of i240W , 19 V + This agreement is apphc.able #o the project
lsnown as:.~l~~~~ 1'~ • ~1?s ~~1~ ~ , I~. ~+C~~'~7` ,~~`~l~` ~~~~1~''' ~
That the individuals and parties named herein as havi~g an interest in the above deseribeci praperty vr
project agree ta the fo6lawing:
1. They req,ues# that priotity revtevrr be given ta their project.
2. Reimbune Spo,kane Cc»nty far project review and itspection fem as specified in
+Chapter 9.14 af the Spoknne County Cade, Tte fea wilI be 6$sed on doubie-time
ccast Incurred bjr Spakane Cvrabty for project rcviews plus ten percerit adrnitustrative
charge, and wi11 be billed moathly as aocrued. Any final bilting amaunts, tv indude
any lake fes or any other expenses incurred in ttte voIlectiaa of an overdue ac~vaant
mus# be paid prior ta the [;vun#y's a.cceptance af tlxe project for fi1ing.
3, '1"he underss'gned $grecs that these fees are due and payable upon receipt of the
biUing as speaified above,
4. Any mwlcses nat gaid vithin 30 days a►f the imoi+ce date w11 be sub►jected to a iate
fe.e charge of 1% ger month (12% per pear) on the unpaid balance of the eccount
and any aocmei late fee charges. In ac[ditian, if anny ouxstanding baIance vn tbe
acoaunt for this project is aok paid wrthin SO days of the invaice date, no fur#her
teaiews af the projed documents will be aonducted until the entire aovount balance
iES paid. Any balasoe on the accnunt f'or this project not paid within 65 days of the
invoice date raay result in 1qa1 activn vr the initiatian of vther cvllection
procedures, including referral to a collmion agenc.y. The Spansof wi[l be liab[e fnr
any and all expenses incurred by the Caunty for the. coflec#san af averdue amvuats.
5. The monxhly bdling should be sent to the at#entian oC-
NAMM. ~5T6~, lfie-.
~DR~~: !5~P-44. 5*444CN .#5WjTV- J'f~0
cEry, S'~'.A,`I'IR qlq~~Awf 4Q-
ZIP COi]E:
Pi iONIE ~ • ~ i~ T --pr 4~ik
~
I wnderstand th~t faiture to pa.y these fee5s may rosuit in delay in carnpletian ot approval of the project or
other posst`ble sanctiions.
❑ xf this Fee agreement is cDmpleted by sarneone other than the Sponsor (i.e., the
project awner or a pTiaeigaI in the firm spons+orin,g the project), such as the Engineer
desxgning the praje-.ct., then written authorization from the Sponsor speciiOcW1y
autthorWng the A►gent tn execute this Fee Agrmment is attaclhed ta thus Fee
Agreernent.
~
SIGA1ATU'RE B3►:
(~RINr NAME) ~ er1re,6J. PjVe!~J, Ar%Qs-ANP;2~~
RETURN PINK COPY TO SPOKANE COUN7'Y ENGYNEER~
~~~~Ae atlum
W 1r37R1~lrr~aAwav llvo F7 !mrera WA QWfiC6.f717f1 1'V101 d~~1KfYt] r- AY /r%fM iiqA_d71n
i
S P O K A N E• ` C O U N T Y
Ornrc oi Ti ir CourrrY EN(;irvECR • A DrvIs►oN oi rHe PuuLiC WoKks Drr,~K rN+BECEIVED
Ronald C Hormann, P E, County Engineer Den~us M Scott, P E, AGREEMENT TO PAY FEES SEP 2 7 19M
CODE E'YFORCEMENT
ENGINEER'S AGREEMENT NUMBER ~q t) 44
Ttus agreeraent between Spokane County and Rembold Trusts, Inc., ,
%n:unc dr perwn)
whose interest in the project is owner' s agent ,
<< e nwner, agcn►. cw.)
is entered inro this 13 day of Sept 1993 . This agreernent is applicable to the piojca
l:nown as
N 212 Sullivan Rd., Veradale, Wa 99037
tproject auoreay or uion3mc dr alic nunwurj That the individuals and parties nained herein as having an interest in the above described property or
projeet agree to the followiag:
1. Reirnburse Spokane County for project review and inspection fees as specified in
Board of County Comruissioner's Resolutioa 80-1592 attachment C, as amended.
The fees will be based on actual salary costs iacurred by Spokane County for project
reviews and / or inspections plus a ten percent administrative charge, $nd wili be
billed moathly as accrued.
2. The understgned agrees that these fees arP due and payable upon receipt of the
billing as specified above. The monthly billing should be sent to the attention of:
NANE; Rembold Trusts, Inc.
ADDRFSS. 1022 SW Salmon, Suite 450
CITY, STATE. Port l and OrecTon 9 7 2 0 5
ZIP CODE: 97205 PHONE (503) 222-7259
I understand that failure to pay these fees may resul 'n n corn~pl~e~tion or app~oval of t p~o~~c c
. S~I~~ i SPOR;ANE I I LTMI P"~TNLR~~IP
other poss~ble sanctions. gE~qgp TRUSTS , INC . PARTNER
e5~ ~104 ;0*-
SIGNATURE By:
yne C. Rembold Pre ' nt
(PRIIVT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
I►1F1Mgreentcn fee 3/'9 811 Jeffc~rson Spokane, WA 99264-0180 (509) 456-3600 FAX (509) 456-4715
~ ~
~ v Taylor Engineering, Inc.
w ios aaLssion noenue suice Zos LEZ"I`ER OF TRANSMITTAL
Spokane. Washingtoa 99201
Phone (509) 328-3371
FAX (509) 328-8224 Date ~~~~WLj~~~OJI, Job No . ~
ATTENTION I!p ~
To M 'ivp- s' Re ~
ow - I Gamy
1AUp We 18RQ#APWA%/
%.gpWAjjf;; WA cgigioD i' R E ~ 9 v E 1) ~
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lmi_y9 W3 I,
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~ ARE SENDING YOU TTACHED ; S~K6',S~E_Co~`~!11t E1~GIt~EER :
L~ C] UNDER 9EPARATE COVER VIA FUCM G iTEMS
Q SHOP DRAWINGS PRINTS ~ PLANS Q ANALY5I3 Q SPECIFICATIONS
Q COPY OF LEZTER CHANCE ORDER Q _
Copies Date No Descrlptfon
A#- , ,V~bNs IOU
AD , - s _ PMILSI W U,w u P3
-0
2. a- 19 • 3 -01 ' TL&J
2 10• - Jr PtAN '
-4-MAIN, A&B IMUW
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THESS ARE SUBMIITED A3 ,CHECI4:D HELOW
- •
0~F'OR APPROVAL Q APPROVED,AS 9UHMITTED Q RESUBiIT COPIB.S F'08 APPROVAL
FOR YOUR USE APPROVED AS NOTED 0 SUBMTT COPIE.S FOR DISTRIB
_ UTION
A3 REQUF.STED RETURNED FOR CORRSCTIONS Q,RETURN CORRECTED PRINT3
Q FOR REVIEW AND COMMM = _
REbdARKS ~ t-Arp~ ARB
--446 VLACAAS a ~ v"I-nf a
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~ M TAU CtVIc.. _ RzALLS NEV~ ei 1
WIltCA AAF-w ALSO Mt,I , Tr r,~~ CAl.l. F MMA.
Que rininoWs
C ye IA. o
Copy to ~ ~ Sied
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NOTICE OF TRANSMITTAL
L
~ ADDRESS PRt7JECT
Q.c.3 - i' .?~-5
BUSINE.SS NANiE' PARCEL NO.{LEGAI.
DESCRIP~t`IOI~I:
~R~ra~ t~s~; 4s f 3..3 . 12.5
~ coraTACr; PHoNE:
REASON F+OR '1`RA~.`dSM1TTAL
PREAPPL3CA7ION CONEERENCB 1'RECOHS'I'RTJCTtO[d COTiFERMNCB OTHER
DATE:
~~~~~TED
DlSTRIBr]TED 'rU: ~
.
Rm QESCRIMON BU[I.D1NiiS PirA8IPt4NQ EMANSERS iiEALTH SCAPCA FatE DtST I~ OTHFR.
. . l.ar'1 E..L-ELj!E5,.
JSite Plan (new) (rsvisad)
Crttical NIa#enajs Iist ~
~ .
~
Fark.ing Plan
lsignage Plan ~ - „
"
ILAghtiag Plan ~
lDraunage Plan
rainage CalG11lSttOnS ~
D ~
„
grement to Pay Pees
rrrigacion Plan
A ~
l.A=idSCBpe Plan Fromissqty I.etter
, .
Lar+d,scape Cost F.sEimae
.
xraffic cix+mia6on Plan Canstruction Dravvings
Floor Plan 7he aba►v trems lretve bwi:
J re~u~:
. r
- ~
Date of Transmittal:~ ' 1 Z_~ Revicw Co~~ii~a Le., anat--lip
Circulated by:
Spokcune C.ounry fltmstoti of tiuitdipgs * 1026 Vlrr.sr Brrrridwny Atwitae SJmkatre, UVA 99264 *(S09)456-3t575 !
~
NOTICE OF TRAIOTSMITTAI1
ADDRESS• PROJECT a:
BUSINESS NAME: P-ARCEL NQ./LEGAL
-5~ DESCRIPTION:
PROPOSED USE:
CONTACT: PHONE:
-,~50ca3
,
RLEASON FOR TRANSMITTAL
PREAPPLICATION CONFERBNCB PREOONSTRUCRON CONFEREMCE OTHER:
DATE: TIME:
= r
DOCU1ViENTS CIItCULATED
DISTRIBUTED TO: RM DESCRIPRON BUILDUIQ.S PLANNING ENO(NBMS KEALTH SCAPCA FttE DLST # OTM:
, -
,
Site Pisn (new) (revised) "
Critical Mawrials List
Parkiag Ptan
,
Sisaage Plsn
[ \^iM N I
Lighting Plan
2DDminage Plan
Drainage Calc,ulations
r y tMrr Agreeaaeat to Pay Fees
p r ► r♦ rr * r
Irrigation~ Plan
Landscape Ptan
Pnomissory Letter
1 1 1 MM 1
(4 I.aAdsRxipe COSt Fsstitttiate
w »
Traffic Circulation Pian
Consatcction Drawmgs
Ftoor Plan
.
~ - ~
?he above Itptrs have beea ,
rec+ei'ved:
}
Date of Tcan.smittal:,,NN,,4- ,jj~7- fl Reviaw Coordt tor.
Ctrculated by:
~
e--=,~,.._. s~' IM.c war. Q.ti,..a..,,..., Auo-nue * Snnkruie. WA 99260 * (509)456-3675
.
NOTICE OF TRANSMITTAL
ADDRESS: PROJECT f/
?-I z. , 5~k LLt v ~~J
BtTSINE&13 NAME: PARCEL NO./LEGAL
4s m t 7t-k `S DESCRIPTION:
PROPOSED USE:
GONTACT: PHONE:
REASON FOR TRANSMITTAL
r
PREAPPLICAT[ON CONFERBNCB PRF.CONSTRUCTION C:ONFERENCE OTHER ~
DATE: TIME: U>so-o<<•t &
DOCUMENTS CIRCULATID
DLSTRtBUTED TO:
DESCRIPTION BUILDINGS PLaNNINO ENGINBFRS HEALTH SCAPCA FOtE DLST 8 O?HFR-
,
iSite Plan (new) (revised) Cri'cat Materials List
Psrlciag Plan
Signage Plan ~ ~ • ' ` , S , .
I.ig6tsng Plan
Drainage Plan r
Draiaage Caiculahon,s
.
Agreemant to Pay F$es
Irrigahoa Plan
L,andscape Plan i ~t L
a'
Promissory I,etter
I.attdscape Cost F..sttmate
, • , r~. ~
Traffic Circnlation Plan . . ~Constniction Drawuigs
l.
Ftoor Plan
/
l.ono 1 N G OaGI
?fre cibove ftenra have beeti'
neceived:
Date of Transnu'ttal•. Review Coordinator..
~ JEi~ F~RRY Circulatecl by.
Spokatte County Divistotr af Butldislgc * 1026 Wart Brnadway Aveirue * Spokaiie, WA 99260 *(509)456-3675
10l12/83 15. 3g V503 241 1514 N CN ARGHITECTS ~ 001
MCNI
AR C H1 T E CTS jM SALWKskviE3W • PORUAMOFEMM9TM5 ' 1~ - TB.~]NE a*03?12$T.F'~ •FN[ 503" 1614
COLA1~MCLig %IA
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The attmdud ' ' drawkg was _e__ieMd. bp Bob T=w, of the G&tmt9 Eng%offing
artd was rdayed tD me by S=dy Job== af Ta9lar Tn&aeen& Wou3d you glwse
forwaxd tNs tv bimn so &a be can ccro,plete hb mview v►f ow p~
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~ VERA14LE, WASHINGTQN
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Oa'rEL GCTCEER V.. IM sHEM-r mo, • S_ 1_ 11
~~22 $~['i+l~ME9'T 5'~LIY~I ~ 9LtfTH ?&C - pwMm. Qramm arang-2"p 1lS^ a s r~ SAS7 • PAN S0I 261 1S149
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NOTICE OF TRANSMITTALP
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TYPE OF CONFL4MNCE r
P'RBAPPLICATION PRECONSTRUCTION DATE:
TIM
E• ~~.DO
o~R 11 DOCUMEN'TS CIRC[JLATED ^ ~
DIS1'RIBUTED 1~0: ~ts k~..Ct ~ I es
RB~C'D I, DESC~RU''ION r BUII.DINGS IPZ~ANNII~IC~ JfiN(~~NEBRSHBAI.TH SC,A1'C,A 'tt~
~ ~ rnm
Sitie P ne (rev.)
, Cddcal Mat~er~als List
Par1+3ng Plan
. signage Plan `
,
Lighting Plan
Dndnage Plan
Wainage Calcul,ations
,
A+greemeat to Pay Fees
Inagation PLan
Landscape Plan
Pronussory Ietber
,
Landscape Cost Bstimate
;
Traffic Circulativn Plan -
,
Construction Drawings
Floor Plan
r
'i'he above itatns hava beea received:
Date of transmittal:
' ~ ~ • . www iw ~ ♦~AA~ tC! ~7 L~'7C
4
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I A R C N 1 T£ C T6 1022 SOUTNWESTSALM03+1. SLJITE 380 •PORTLAND. OF1EGO1V 57205 UBA TELEPi-IONE 503222 6T57 • FA3C 5032411514
GOMMUNLQUt
V~A
DA'fE ~rCh ~r 1993 ~{QI~1IbU1Cl Delivered
~o Mr. rp-ff FQ~ file 2.40
Spakane C+aun#y Building Dept Nu~BER oFPaGMTRwsnnri Ia
I026 W'est Broadway PRoJECrNuMBlik 92M
Sgakane, WA 99260 Fn-Erauuw- Spolcane/03-25-93/FreaPP request
vLa Ovenight Uetivery
PptviECr Smith's Hoa:e Purnishinga -
Spokane, Washington
FRoM Loy Rusch
MCM Archutects Is the Archi#ect for a new Smith's Home Furnishittgs store to be
construrted in the northwest comer af the new Fred MeYer cievelopmertt lacated at the
inEersection of Spragve Avenue and Sullivan Road, Ohur site is not+ed as "Tenant Pad #2„
arr the Fred h+iey►er si#e pla-n subisitted far pernnit review by jKS Architetts pc e,aarlier th3s
year. NiCM Architeets is responsiffile for the buitding shelI and associated sife workX, while
anather Architect is areaponsxble for all af #he inteti.ox innprovernent$, Iwauld Iike to
schedule a pre-appllca#ia►n conf+erence, and have enclosed 7 priitls of our conceptual site
plan/building views as directed, f+ar that purpose.
Ou.r conceptual site plaxt was develaped bra►m initW infarmatian obtained via a phone
converaatian with Frandne Shaw, of the Courrty's Pjanrting I?eparlment. Sirrce then, we
have abtatned copies of the staff repark and recornmeadatians for approval relative to the
1989 zvne c.hange, frarn NSs. Shaw, After review}ng those dvcuments, some questivns have
arlsm which witl undoubtecUy be addressed at the px+e-app meeting. We are also aware tha#
the maxdmum buflding healght 3s 35' and we will 1ower fihe ridge height of the entry maf to
meet that requ3rement. The top of the typical garapet walls 3s roughly 22' abave floor 1ne
at this paint.
Fxterior buflding shell material.s are as #allaws; painted tilt-up concrete walls wifh
horizonW reveals which denate a ehange 3n paint colox, clear anodized alum.inuan
storefront entry► system with clear insulating glass, a steeply u~d.~ green single plp rc►vf
over the entry, 821[~ a lI~? r~f aVeT t~te TPma1n~,Pr Qf t~1@ bg.
For your hiformatfon, Taylar Engi.neering and Beighley and As9ociates, who provided civl
engineering, and landscape design services, respectively, for FrQCI Meyer, will provi,de those
same services far this project as wet1.
Plme review thfs informa#ion, and advise me of the time and date of the neact awaiablQ
pre-app dnte slot. If anything else is required for deparbnental reaiew far the pre-app mtg,
please let me knaw and rll aee that it is forwarded immedia y►.
Thank pou for yrour time.
•QJ~~~
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NOTICE OF NSMI''TAI.
ADDRESS. , PROJECT
2.12 1~ ~ u1rl, ~ V~ t~ BUSINESS NAME: PARCEL NO./L-EGAL
' 42) (V\ 1-Tkk ~ DESCRIPTION:
PROPOSED USE: -
CONTAG"f: PHONE:
REASON FOIt TRANSMITTAL
PREAPM.TCATtONtONFFRENCB PRECONSTRUCTION CONFFRENCB OTHIIt:
DATE: TIME: - -
DOC'UMENTS CIRCULATED
,
- DISTRIBUTED TO:
REW DESG'RiPTION BUILDINOS PL.ANNING ENOIN@6RS HEALTH SCAPCA FlEtE D1ST 0 OR'HFR.
-
• Site Plao (uew) (revised)' I' ~
Critical Materials List ~
Parking Plaa
~ •h w ♦r iM
$1gA8g8 plBD
I Y 1
j.lglting 'p18D
d Drainaga Plan
Dmnage Calautations {
I1 I\MRI I W H~V 11, Agmeinent 0 pey Few ~ .
MI M
Imgation Plan
Landscape P[an
Promissory Letter
iIaftdSC.Bpe t:Od EStimat9 r~. , _ • . _
.r
Traf'fic Cirailation Plan
.
Consctuction Drawiags
F1oor,Plaa
✓ ✓ AZ I - .
✓ ~~C~ r G~ 1 ~Z _ ✓ ✓ N
Tfre nboHe ftems have beea
r+~~aeived • ` ~ .
, .
r ' l 3 Review Coordtnator: ~ JEFF FORRY _
Date of Transrtuttal• I
.
Circulated by:
Sbokatie Counry Dlvision of BuFldirigr * 1026 Wesr 8roaulway Ataertae * Spokmie, WA 99260` *(509)456-3675
~
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~
NOTICE OF TRANSMITTAL
ADDREss. PRa~ECT
uu t;,q cxn 35
BUSTNFS5 NAIViE. PARCEL NOi.1LEGAL
i ~ ' ~ ~'~2(L~►,~'f r, ' ~ DESCRCP'I'[Q►N:
PROPasED trsF,: LM30. I Z5Q
~ :~'t`~.~.,,~~ - ~-t~►~`~~
~
CON'X'ACI': PHONE:
503 _ 2?- 7,
REA.SON FOR TRANSMrXTAL
PftExFPi.tCA7't4K COIdF&RENCE PRWONs"MtlCl'tON GONFSMCB 0►THF,R:
~ DAIM: TEME:
r 1
~
~IRCULATED
~ DIS'I'RIBUTLD TO:
R= DESCOMnTDN B[TIL[aINGs PLANNING ENMEM H6A1,.TH SCApCA F1RE DIST Al aMFR;
r .
,X-j3i#e Plan (eew) (46viw'M
= •
.
Critical 1Viatesials Eul
~
Parking Plan
ISignsgePYan
iM W
Ltghti~~ Pt= ~
Dmanap Plan Drainage Ca1culstions
lAgmment ta Pay Fee.s _
lIrrtptton Plan
' ILands=pe Plea
,prondissory Leftr
wd ~ • M
• L/W ■ W=pe 1+o~~ ~fimate
I~1 w Tmffic ClmuloLtlOt1 Plan
~
1Consrrucrion nraw;ngs ~ gliElf
Floot Plan
~
-lq -W,
?)re abave im= lrave bm, .
i raacived:
, .
Dat$ of Transmittsld~ -Z3--co Revtew Coatclinator: j ~ rA ++In 1
Circuiated by►:
r ~
Spoknrra Corertty DiwWars of BvFldirigs * 1026 West Bmafwcry A4wiue * Spnkatre, WA 99260 * (509)456-3675
.,,A
REPORT OF 4/12/93 PRE-APPLICATION CONFERENCE
212 NORTH SULLIVAN ROAD - RETAIL STORE FOR SMITH'S HOME FURNISHING
~ NA14Q3 ~ ADDitRSS ~ CITY ~ STA7E ~ ZiP I PHONB ~ oonrwcr
OWRYER ~ Roundup Co ~ PO 8oa 42121 ~ Portland ~ OR ~ 97242
ENCMIFER ~ Maric AronsanMylor Eng ~ 106 w Mmon ~ Spoatane ~ wA ~ 99201 ~ 328-3371
~
ARc*Mr1Ecr ~ i.ay Ruwh/McM Amb ~ 1d22 SW Salmon - su~te M ~Poitiana l oR ~V= x
PROJECT OVERVIEW
2 architects wiU be employed for the project (1) for site work, landscaping. & buildmg shell constructwa 8t (2) for mtenor compleUon.
Proposed wat not have a canopy over loadwg area.
SUMMARY OF PROPOSED
oc;cv-
IAND USB PANT CONST PDiB
PARC.BL ZONH AC170NS TYPB BUQDIIdO IISS SQFI: OAOUP TYPB PLOW WATBR ?tJAVBYOR / PHONB
45133.7 I 8-2 ~ ZE-27-89 Ntw CoJUt + ReeaO 50,26S ~ B-2 ~ VN ~ 4,500 Vees Watet a Power 9Z1-3d00
I ~ CB182-90
DISCUSSION TOPICS
(~'~caUons, add'drais, and oomecti~s to w.1ft oanmenta)
PLANNING DEPARTMENT (456-2205) CONTAGT: FRANCINE SAAW • Tenant pad = 73.000 sq. ft. on Certificate of Exempuon proposed by Fred Meyer. Buildmg as proposed would estend over
property liaes
' Contact Spokaae Transit Authonty (325-6000) for any requvements tbey may have if proposed eaceeds 1,000 trips/day.
• Lot coverage as proposed for 73.000 sq. ft tenant pad vnth 50,285 sq. ft buildmg would = approxunately 68gfv & exceed
SS°fo maximum allowable
• Property to norih of site is zoned IIR-3 5.
' Parkmg stall reqninemenis will be based on 1•500 sq. h. of retad (approximately 90 stalls) 8t 1.2,000 sq. ft of warehouse
for an approzimate total of 93 required stails.
' Sulhvaa is front yard for pr4posal
• 3loading ramps are requued if buddwg eaceeds 50,000 sq ft.
• Submit documentation on the Reciprocal Parkmg Easement with Fred Meyer This Easement has not been approved
Mr. Aronsoa vviU work ant6 Fred Meyer to coordiaate this Easement + property liaes/sm.
BNGINEBRING 8t ROADS (456-3600) CONTACT: BOB TURNER
• Wntten comments w+ere prepared & a copy grven to the applicant.
• Aareements are reqwred to be on fli e for (1) Sulinran road improveroents &(2) traffic 1iAht at Sprague & Sullivan.
HEALTH DISTRICT (324-1560) CONTACT: DARYL WAY
" If proposed is aot a cntical matenals user, drainage from ramp may be directed mto a 208 swale.
• Cannect to public sewer. CoDtact BiUy Urhausen at Utilities Departmeat (456-3604)
• Healt6 Distrect authorizes Drv. of Buddings to selease theu Qortion of t6e building permit.
FIRE DISTRIGT NO. 1(928-2462) CONTACT: PAUL CHASE
• 2 fire hydraats (on sontbwest dt southeast) proposed by Fred Meyer anll be adequate.
• Verify water plans for Fted Meyer 8c determme ade4uacy.
DIVISION OF AUILDINGS (456-3675) CONTAGT: KBN JEFFREY
• For information on the Amencans anth Disabilit}es Act~ caii 1-800-435-7232
• Fire Qow may aeed to be recalculated
' Proposed is over the allowable area for Type 3II construcUon.
SFF REVEFJ$E FOA PERAilT qELEASE I qEOUlREAIENIS
PBItMIT RBIEASB RBQUiRBl1ENTS
~
Pkam submit seven (7) sets afrcvRSed site, drainW, and landscape plans plus thrm (3) compJete aets of conqtrucxron dramngs to
Ibe Department of B~ukiings for acimowldr„cracnt aad dfstr3butrorr to aIl tlle appmpviate agencies. In ordlei tor all agemia
to upxditrousl}'Prnoess y+wrr prqject, it n importsRt lhet subrlutsr+ls indade aff aecessarydrawlqgs and documents to uisure
that rcvtew of}out prnject is completed m the least amount of (rma Dbcuments should mrJude. bwldmgaddress and legd
kpi tkwiPtwn ofPmPe-rty
Spokane County's P►oject Review Coo►dlnator rrill be Juile Shetto at the Div. of 8uildings (456-5675).
)rcwrrNnso IEHMvem4 eBAL= I M leUn.nuNGS
1 I IBtcWe recks (location 8t number)
21 1 Qear vww tnaagle at ingess/e$ress ~ 7C
3 1 GUrbing around landscaP~g ~ 7C
4 IDimenstor► traveA lanes ~ X
--S~ lExterior roiuge areas + screewnp ~ 7C
61 lFeace locatwn,heaght, & type (al°n$ north P l~ne) ~ 7~
n°~ty'
~ I~M~~~$tot ~ x I I I I
8 110 fett 'IVe II krAscaM alo Sultnran ~ X
9 120 feet 'Iy~e I landsca~nnB alon~ ort6 property iine ~ X
10 r La°dseaping (l°catien, sPecies, sae) ~ X
~
11 I Farcel boundary dimensians ~ X + ~ ~ +
12 Parking 8t trafficcuculatton plan ~ 7C
13 Perkm$ staqs (numbar.stripiag, dimermon, du+echonal arrows) ~ X
14 lPavi°$ ~ X ( 7t I I ~
131 lSetbacks ~ X
16 (focaaon, hw$ht, & s4uare footage) ~ X
19 S 7futurne sguisiuon arca ~ X
19 181 ~ Loedmdocka ded~cauon on Sultivaa ~ 1X
g
20 ILot cooverae cakulattoas X
Z~ I Drainaolope of loaaung dock andJor roofs J I x I I I
?3 ~ Dramapc pfaa (swaks, drywclis, calculations) X
23 Haa ' stalls ~t mto ~anthm bIdg) x
N
,
~°°sysc m
24 Im syscem ~ X I ( I I
25I Nutwrl► estuaate ~ X 1 1
261 1 Promtssoty kiter for landscape requirements ~ X 1
t"Prroeawch t ~~,v~s x zs peeWt tor accen co oouncy mads ~ I x I I I
29 IReOprocal Parkun&A~f=raent (aotm$which stalls = sharen I x I x I I I
FI3 ~ RID ~ment for future road improvemeats/Bond X
t[
or traffic liot x
32 Ontical Materials Lst X
341 1Lock (Kaaat) bw entry slrtem x ~
x
351 lVault &siarneseoontectron x ~
36 C~enmanitana PQr meM"M r m 37I IBarrmr-Frm Re"iremeats (WAC Si-Z~ ~X
381 1 Gloastruchon drnannfp x
39 ~ Des€Sti speaficatans of proposed bwldung 7{
40 jBlectrical deteits X
41 lEnar detailskabaulaaons dt heat loss x
421 I Fire sQnntler/alarm nitem X
431 1 Floor Qfuo X
44 1 Nuting, voeatilaWn dt air condiaomng drawm$s X
45 audpcs ~ ~ I I I I x
46 [oadin$ dock desip X
47 Plumbin$ d@U& X
48 lSeparatron wall detejis X
491 IStruaturai dravvmp anth vwet stamps dt cakUlateons X
SO ~ Sml compacpoa tests X
~
-
11. ~e ot Coadinetor
~
EXHIBIT 5
Pre-Approved Lis't for Potential Bxcluaivity
Comtnitments by Declarant
(Section 4)
i. A sit-d'own or "fast foodn reataurant operation.
2. Bank, savinge and loan aegociation, credit union or
other financial institution.
3. A gasoline product service station, autamotive tire ~
eales operation or autcmotive aervice etation.
4. Video rental store.
5. Dry cleaners.
6. 8spreseo, coffee products or beverage veading
operation.
7, Fabric ehop.
v
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ONEPAMY ttFA .
!LO'I 12=1
Oexaba 1° 1993
mcm
A'R C H I T E C T S 1022 SOUTHWE8T SALMON. SlJ1TE 350 • PORnAND. OREGON 97205 USA • TELEPHONE 603 222 6757 • FAX 503 241 1614
TRANSMITTAL
DATF Ocfiober 15,1994 o~srRieunor~ waF'~le 220
T& julie Shatto
SPOICdIt@ COUI1ty NUMBER QF PAGM TRANSMItTED-
DepL of Buildgn,gs NUMBbR 92645
West 1343 Broadway Avenue RLE ww+E CountyJl0-15-93/REA
Spokane, WA. 99260 -
vLk -Delivered
PROJEOr Smith'e
N. 212, Snllivan Road
Vetadale, Wash3ngton 99037
Project Na 9300M
FaoM Loy Rusch
OOP[ES DATED PAGE NO OeSCRPT10N
1 10-15-93 'MCM ooaununfque to Frandne Shaw
1 110-14-93 R.B.A. agreeQient _
1 each Page 1 of tide report and aacompanying property
sketd-~, from First American Title,
RSAnF►c& These were-requesbed by Francine Shaw, in the Planning Departnnent. Would you please,see
that they reach her desk ASAP.
Thank you.
mcm
A R C H I T E C T S 1022 SOLITHWEST SALMON. SUITE 350 • PORTLAND, OREC30N 87205 • USA • TELEPHONE 603 222 6767 • FAX 603 241 1 St 4
COMMUNIQUt
DATE october 15,1993 R`b ia"~ d~verea
TO, Francine Shaw Preece fax 228-2533
Spokane County Dept. of Planning Me 2'40
We9t 1303 Broadway Avenue NUMBER OF PAGEB TRANBMtTTED 1
Spokane, WA 99260 PRaearNu,wHet 92045
vw. Delivered FlLENnMF-County/10-15-93/RBA-title
Pmwc-cT Sntith's
N. 212 Salltvan Road
Yeradale, Waehington 99037
Peanit Number 93008935
FaoM Loy Rusch
1. Attached is the requested Rfi.A. for your review relative to the Lot L3ne Adjustntent et
aL
2 I've also included Page 1 of the Title Report and a sketch of the various parcels whicli is
a part of the report. Item #4 on Page 1 describes a section of progerty which Fred Meyer
doesn't own and aRparentLx still belongs to the County; the attached sketch is for
reference with regard to the descriptfon. No one seems to lrnow for certaiit where this
portion of land is exactly and if it has, in fact, been vacated and simply not recorded.
Coutd you please forward this to the appropriate person in the County and ask them to
contact either myseif or Lois Portnoy (Rembold Tnists' attorney in th3s matber; 503-243-
3278) so that it can be resolved as quickiy as possible.
3. Pursuant to our earlier conversation regarding parking versus use for the Smith's
parcet, I calcu]ated Smith's parrel for parking at the niore intense use and came up with
the following;
205 staUs at 1/200 gef for 41,292 gsf retail
3 at 1/2I000 gsf for 5045 gsf storage
208 required
If the entire 46,337 gsf is calculated at 1/200 gsf, the required number of staUs is 232, ag
you mentioned. Sheet Cl shows a total, including staUs "cut" by the property line, of
240 stalls.
I'm reasonably oertain that the Owner doesn't want to be liYnited to a less intense use in
the future, due to parking, but I wffl ver3fy this on Tuesday morning and call you so we
can discuss before any fiuial decision is reached and documents signed.
I appreaate all of your effort, patience, and time on this complicated subject.
Thank you.
B
FIRST AMERICAN TITLE INSURAIVCE COMPANY
EAST 40 TRENT AVENUE
SPOKANE, WASHINGTON 99202
(509) 456-0550
ORDER NO : 85676-C8
YOUR NO.: ROUNDUP COMPANY/REMBOLD TRUSTS, INC.
TO• STOEI, RiVES, BOLFY, JONES AND GREY
700 NE MUL'TNOMAti SUITE 950
PORTLAND, OR 97232
AT7N: DAViD W. GREEN
SCHEDULE A
1 EFFFCTNE DATE: September 10, 1993 AT 8:00 A.M.
2 OWNERS PROPOSED /NSURED: REMBOLD TRUSTS. INC.
LFNOERS PROPOSED INSURED•
3 POUCY/POUCIES TO BE ISSUED:
AMOUNT PREMIUM TAX TOTAL
LENDERS ALTA $110009000.00 $18600.00 $128.00 $1,728.00
SNORT TERM RATE
00 4. TNE ESTATE OR /NTEREST !N THE LAND DESCRIBED OR REFERRED TO /N THlS COMMITMENT AND
COVERED HFRE/N !S FEE SJMPLF AND TITLE THERETO /S AT TNE EFFECTIVE DATE HEREOF VESTFD /N:
SPOKANE COUNTY, A POL/T/CAL. SIJBON/S/ON OF THE STATF OF WASHNVGTON, AS T70 TNAT PORTION
QF THE NEREIN DESCR/BEO PROPERTY LYII YG WI TH/N THE EASTERLY5 FEET OF THE WESTERLY 65 fEEF
OF VACATFO MA/N AVENUE lNCLUDII1rG 7HAT PORTION OF THE ABAIVDONED R/GHT OF WAY OF THE
FORMER SPOKANE AND COEUR O'ALENE AND PALOUSE RA/LWAY LY/NG WITH/N THE EASTERLY 5 FEET
OF THE WESTERLY 65 FEET OF TNE HERE/N DESCRlBED PROPERTYAND ROUNDUP CO., A WASHlNGTON
CORPORAT/ON AS TO THE REMAINDER
5 THE LAND REFERRED TO 1N TH/S COMMITMENT /S SJTUATED !IV THE STATE OF WASH/NGTON, CQUNTY
OF SPOKANE AND lS DESCRlBED AS FOLLOWS-
SFE SCNEDULE C ATTACHEO HFRETO.
6 MULTIPLF TAX ACCOUNT NUMBERS ARE SET FORTN WIlN1N TtIIS COMM/TMENT_
AFFECTS SAlD PREMlSES AND OTHFR PROPERTY
Page 1
~
. a
~
.~r ~ r
Fzrst Am.ericacn Title Compdny of Spo Tte
East 40 Timt Aumue • Spokont WA. 99202 •(509) 456-0550 • FiqX (509) 74 7 2761
VOWME-Q_ PAGE26) SEC'T10Nji- TOWNSHIP~ RANGc"
ioc rs.o ' 60 ~ p ~C
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~ MIHiTE 81RCHES MH PK
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n ~ 13543a6001 thru M1~543- 6029 '
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. _ ~ - - - - - - ~ ~ - - - - - - - _ - - - - - - - - - - - - - - - -
This sketch is furrnshed as a courtesy only by First Amencan Trtle Insurance Company and is NOT a part
01 any litle Commrtment or policy oi tNe insurance This sketch is fumished solely ior the purpose oi
assisting in locating the premises and does not purport to show all hiahways, roaos or easements affeciing
the propercy No reliance should be placed upon this sketch for the location or dimensions ot the properfy
drid no Iiabi(icy is assumed ior the correctness thereo,
EXHIBIT B
WHEN RECORDED RETURN TO:
►
DECLARATION OF RBCIPROCAL BASSMBNTS
AvD RESTticrrioNS J
by
xOUNDIIP CO.
DSCIARANT
Concerning propertyknown ae the
Spokane,Sullivaa Fred Meyer Developameat
in
Spokaae, waehiagtoa
0
ONE PAR7Y RFA
ILOl -ow1
October 14, 199fi
TABLE OF CONTENTS
Paqe
1. Definitions . . . . . . . . . . . . . . . . . . . . 1
1.1 Acceas Easement Area . . . . . . . . . . . . . 1
1.2 Building Area . . . . . . . . . . . . . . . . 1
1.3 Common Area . . . . . . . . . . . . . . . . . 1
1.4 Coannon Area Maintenance Agreentent 2
1.5 Development Agreement . . . . . . . . . . . . 2
1.6 Declarant . . . . . . . . . . . . . . . . . . 2
1.7 Expans ion Area . . . . . . . . . . . . . . . . 2
1.8 Floor Area . . . . . . . . . . . . . . . . . . 2
1.9 Lienholder . . . . . . . . . . . . . . . . . . 2
1.10 Owners . . . . . . . . . . . . . . . . . . . . 2
1.11 Owner 's Property . . . . . . . . . . . . . . . 2
1.12 Permitted Persone . . . . . . . . . . . . . . 2
1.13 Prime Lessee . . . . . . . . . . . . . . . . . 3
1.14 Utility Easement Area . . . . . . . . . . . . 3
2. Building and Comnnon Area Develapment 3
2.1 Building Location . . . . . . . . . . . . . . 3
2.2 Common Area . . . . . . . . . . . . . . . . . 3
2.3 Type and Design of Huilding . . . . . . . . . 5
2.4 Conetruction Requirements . . . . . . . . . . 5
2.5 Casualty and Condemnation . . . . . . . . . . 7
2.6 Indertnnificatfon . . . . . . . . . . . . . . . 7
3. Access Saaements; Parking . . . . . . . . . . . . . 7
3.1 Access Sasements . . . . . . . . . . . . . . . 7
3.2 Parking Eaeement; Limitation . . . . . . . . . 8
3.3 Parking Within Access Easement Areae 8
3.4 Rules . . . . . . . . . . . . . . . . . . . . 9
3.5 No Barriers . . . . . . . . . . . . . . . . . 9
3.6 Right to Perform Required Maintenance 9
4. Development of Parcela; "Go Dark" Provisione 9
4.1 Development of Parcels Generally 9
4.2 Improvement Cost . . . . . . . . . . . . . . . 11
4.3 "Go Dark° Proviaions . . . . . . . . . . . . . 11
4.4 Determination of Purchase Price Amount 14
5. Restriction on Uee . . . . . . . . . . . . . . . . 15
5.1 Restrictions on Certain Parcels 15
5.2 General Restrictions on Use . . . . . . . . . 15
5.3 Driveup and Drive Through Facilities 17
5.4 Mall Restrictions . . . . . . . . . . . . . . 17
5.5 Additional Restrictione . . . . . . . . . . . 17
6. Acceptance of Restrictiona . . . . . . . . . . . . . 17
ON6 PAR'tY RFA
L1A172DR71 .
October 14, 1943 1
Page
7. Maintenance of Parcels . . . . . . . . . . . . . . . 18
8. Utility £asements . . . . . . . . . . . . . . . . . 18
8.1 Grant of Utility Baeemeate . . . . . . . . . . 18
8.2 Terme of Utility $aeemente . . . . . . . . . . 19
9. Alteration of Accees Basement Area . . . . . . . . . 20
9.1 By Owners . . . . . . . . . . . . . . . . . . 24
9.2 Required by Gavernmental Authority 20
9.3 Relocated Access Basement Area . . . . . . . . 20
10. Hazardous Materials . . . . . . . . . . . . . . . . 20
11. Condemnation . . . . . . . . . . . . . . . . . . . . 21
12. Inaurance . . . . . . . . . . . . . . . . . . . . . 21
13. Defaults . . . . . . . . . . . . . . . . . . . . . . 22
13.1 Defaulta . . . . . . . . . . . . . . . . . . . 22
13.2 Injunctive Relief . . . . . . . . . . . . . . 22
13.3 Other Remediea . . . . . . . . . . . . . . . . 22
13.4 Bffect of Default or Non-Use . . . . . . . . . 23
14. Term . . . . . . . . . . . . . . . . . . . . . . . . 23
15. General Proviaions . . . . . . . . . . . . . . . . . 23
15.1 Statua of Title . . . . . . . . . . . . . . . 23
15.2 Protection of Rights of Mortgagees 23
15.3 Wafver . . . . . . . . . . . . . . . . . . . 24
15.4 Attorneye' Fees . . . . . . . . . . . . . . . 24
15.5 Indearoaity . . . . . . . . . . . . . . . . . . 24
15.6 Entire Agreement . . . . . . . . . . . . . . 24
15.7 Governing Law . . . . . . . . . . . . . . . . 24
15.8 Performance of Work Generally . . . . . . . . 25
15.9 Appurtenant Rights . . . . . . . . . . . . . 25
15.10 Dominant and Servient Batatea . . . . . . . . 25
15.11 Statug Certif3.cate, Information . . . . . . . 25
15.12 Notices . . . . . . . . . . . . . . . . . . . 25
15.13 Amendment e . . . . . . . . . . . . . . . . . 27
15.14 Effect of Declaration . . . . . . . . . . . . 27
15.15 Succesaors and Aesigne . . . . . . . . . . . 27
15.16 Effect of Invalidation . . . . . . . . . . . 28
15.17 Not a Public Dedication . . . . . . . . . . . 28
15.18 No Partnerehip; Disclaiuner . . . . . . . . . 28
15.19 Sale and 3ale-Leaeeback Purchaser 29
15.20 Interpretation . . . . . . . . . . . . . . . 29
15.21 Arbitration . . . . . . . . . . . . . . . . . 29
ON& PARTY RFA
`'`'°I-UM " ii
Odaba '14, 199C~
Paqe
MMIBIT #1 - Legal DesCription of Parcels
SXg=BIT #2 - Legal Deeeription of °Smith's 8ame,
Furaishiags/Rembold Truat Parcel
EXHIBIT #3 - Site Plaa
EXHIB=T #4 - "Go Dark" Purcha8e Optioa Proviaions
BXIIIBIT #5 - Pre-Approved Liat for Poteatial Ecalusivity
Commitaieate by Deciaraat (Sectioa 4)
,,ONE PAR'!Y RFA
=-UM I ~11
,OctoSer 14, 1993
DECLARATION OF RECIPROGAL EASEMEN'r3
AND RSSTRICTIONS
(Spokaae Sullivaa, Waehiagton)
Thi9 D$CLARATION OF RECIPROCAL EASBMENTS AND
RESTRICTIONS (the "Declaration") is made this day of
, 199 , by ROUNDIIP CO., a Washiagtoa
corporatioa ("Declarant").
Declarant is the fee owner of certain parcela of real
property described on the attached $xhibit i(each of which ie
a"Parcel"). Declarant deeires to have such Parcels developed
and used in accordance with an integrated retail development to
be constructed on the Parcels. As used below, the
"Development" consists of the Parcels, and any additional land
owned aad/or from time to time operated as part of the retail
development on auch Parcels (subject to the limitatione stated
below concerning the aeceseity for amending this Declaration to
add any land area).
NOW, THBR$FORF, in order to aseure the orderly and
beneficfal development of the Parcele, Declarant doea hereby
declare that all Parcels in the Development shall be held, sold
aad conveyed subject to the provisione of this Declaration,
which shall run with the land aad shall be binding on and inure
to the benefit of all partiea having or acquiring any right,
title or fnterest fn the Development or any part thereof, and
all heira, succeseors and assigns of such partiea, on the
following terms:
1. Definitions. The following terms shall have the
meanings set forth below:
1.1 "Acceaa Rasennent Area n: The areas of the
Development as ahown on the attached Exhibit 3 (ae it may be
amended from time to time pursuant to this Declaration) which
are reserved for the improved acceaswaya and walkways aerving
the Parcels.
1.2 "Builffiinar Areau: Al1 those areas on each Parcel
ehown as Building Area on the attached Exxhibit 3 or as
subsequently approved in writing by Declarant, together with
thoae portione of the Bxpansion Area wbich are from time to
time covered by a building or other commercial atructure.
1.3 "Common Area": All thoee areas on each Parcel
which are not Building Area, together with thoae portiona of
the Building Area on each Parcel which are not from time to
time actually covered by a building or other commercial
structure or which cannot under the terms of this Declaration
ONE PARTY RFA
LLOI-12083.1
Odober 14, t993
be used for buildinga. Caaopies which extend over the Common
Area, together with any columns or posts supporting the same,
shall be deemed to be a part of the building to which they are
attached and not a part of the Cammon Area.
1.4 "Common_.Area Mai
atenance Agreenpent" : That
certain Comznon Area Maintenance Agreement which encumbers the
Development and which Declarant may cauee to be recorded
coacurrently herewith.
1.5 "Revelo,pment Aareeme=" : That certain
Development Agreernent which encumbers the Developmeat and which
Declaraat may cauae to be recorded concurrently herewith.
1.6 "Declaraj=n: The undereigned ROUNDUP CO., and
its succesaors and asaigns as fee owner or lessee under a Prime
Leaee with respect to one or more of the Pazcele. At euch t3.me
as Declarant no longer owns or no langer ie the lessee under a
Prime Lease with re8pect to at least one Parcel (or at
Declaraat's option, auch earlier time as Parcel #i [the FreB
bteyer Parael] ehall be conveyed by Declarant to a third party),
all references in this Declaration to Declarant and all rights
of approval or consent held by Declarant shall refer, instead,
to (and be exercisable eolely by) the fee owner or lessee under
a Prime Lease with respect to Parcel #1 [the Fred Meyer
Parcel] .
1.7 "$xu&► ian Area": All thoee areas on a Parcel
located within the nBxpaneion Limit Line" as showri on Bxhibit 3
or ae aubsequently approved in writing by Declarant.
1.8 "Floor Arean: The total number of aquare feet
of floor space in a building whether or not actually occupied
including basement, eubterranean, balcony and mezzanine apace.
"Floor Area" ehall be measured from the exterior line of the
exterior walls and from the center line of any party or cammon
interior walls without deduction for colunnne, walls or other
structural or non-etructural componeata.
1.9 "LfepholftKp: Any mortgagee under a mortgage or
a trustee or beneficiary under a deed of truet constituting a
lien on any Parcel,
1.10 "Ow►ngmu: Collectively, the ownere of each of
the Parcels. The eingular term "Owner" ehall mean any one of
the Owners.
1.11 "owner's proAertyn: The real property within
the Development owned by an Owner.
OJYE PAR1Y REA
[1D11Z0H31
oaobw 14, l*a 2
1.12 "Permitted Persons": Each Owner and its
respective eucceasore, and aseigna; tbe employees,
representatives, agents, licenseea, busfnesa visitors,
customers, and invitees of the Owner; and the tenante o€ the
Owner and employees, repreaentativea, agente, liceneeee,
bueiness visitors, cuetomers, and inviteea of such tenants. An
"Owner's Permitted Persous" and similar terms ehall mean the
PermiCted Persons whose righte under this Declaration der3ve
from that particular Owner.
1.13 nPrime Lease°: The net lease pureuant to which
an Owner continuea to lease a Parcel, if an Owner o€ a Parcel
s+ells the Parcel to an unaffiliated third party and thereafter
entera into a net lease for the Parcel with euch third party or
its lesaee or eubleesee. The "Prime Lqgpee" includee the
succeesora and assigne of the leeeee under the Prime Leaee but
does not include the subleseees, licensees or cancesaionairee
of eaid Prime Le9see.
1.14 "Militv Saseme~t Areap : All areae of the
Development on, over, under or through which any Utility Liae
(as defined in Section 9.1 below) is located which eerves the
Owner's Property, exclusively or in conunoa with the other
Owner's Property.
2. Building an Conanon Area Deve .
2.1 Widinq,_,Locat3.on. All buildfnge and other
structures (except those permitted in Sectfon 2.2 belaw) shall
be placed or conatructed upon the Parcels only in the Building
Areas; provided, however, that canopiee, eaves and roof
overhangs (including columas or posts aupporting eame), normal
foundationa, utility cabinete and metere, public pay
telephonee, signs and doors for ingreas and egress may project
from the Building Area into the Comnwn 14rea. A11 of the
foregoing ahall be conetructed and maiatained in accor8ance
with all local, atate and federal law9, rulee and regulations
applicable thereto.
2.2 Common Area. The Common Area ia hereby reaerved
for the sole and exclusive uee of all Owners and the Permitted
Peraons of Ownere,sub j ect to the tezms of thie Declaration.
The Commoa Area may be used €or vehicular driving, parking for
Owrlers and Owners' Permitted Persone (subject to the restric-
tion on einployee parking ia Section 3.2 aad except that there
shall be no multi-level parking), pedeatrian traffic,
directional aign9, aidewalka, walkways, landecap3.ag, perimeter
walls and fencea, parking lot lighting, utilitiee and service
facilities and for no other purpose unlesa otherwise
epecifically provided in thie Declaration or otherwiae approved
in writing by Declarant.
orE pam sA
u.01a.Mi 3
od~ 14, I~o
Except as otherwiae specifically approved in writing
by Declarant, no buildings or structuree ahall be placed or
constructed in the Conanon Area except pylon and directional
signs: paving, bumper guarda or curbs, landscape planters,
lighting etandards, perimeter walls and fencea, utility pada
and equipment, sidewalks and, to the extent that they are
located, and do not impede access, to the rear or aides of
bufldinga, service facilities. The Conanon Area ehall be
constructed in accordance with the site plan attached hereto ae
Exhibit 3(subject to euch changes therein as may be approved
by Declarant in writing) and shall be kept and maintained as
provided for in the Commoa Area Mainteaaace Agreeanent. All
port3.ons of a Building Area which canaot be ueed for buildinge
shall, at the time that a buildiag is developed in the
applicable Building Area, be develaped by the Owner thsreof, at
the Owner's sole coat and expense, in accordaace with a site
plan and a development timetable to be approved by Declarant
and maintained by the Owner as improved Common Area. The sizes
and arrangemente of the Connaton Area improvementa, including,
without limitation, service drives and parking areae, strfping,
traffic directional arrowe aad signs, concrete bumpera, parking
lot lighting, perimeter walls and fencee, and landacaped areae,
together with neceseary planting, may not be changed without
the prior written conaent of Declarant.
Declarant ahall at all tfinea have the right and
privilege of makiag changes in the Common Areas from titae to
time which in ita opinion are deemed tio be deeirable, including
(without limftation) the additioa, deletion, location aad
relocation of drivewaye, entrances, exits, parking epacea, the
direction and flow of traffic, insrallatioa of landecaped areas
and all facilities thereon and thereunder, subject to the terma
of this Declaration; provided, that any proposed change to the
Access Basement Areas will be governed by Section 5.9 aad not
yided, that
the praviaiona of this paragraph; and, furthgr pXo
after the conveyance by Declarant of Parcel #2 [the Smith'e
Hame FuraishingB/Rembold Trust Parcel], as deecribed on
Exhibit 2, no change will be made by Declarant to the Comanon
Areas on Parcel #2 ae described oa Exhibit 2 without the prior
written coneent of the Owner of Parcel #2 as deecribed on
Exhibit 2, subject to the following: (i) the review and
approval (or dieapproval) by the Owner of Parcel #2 as
described on Exhibit 2 will be based upon whether the proposed
change to the Common Areaa on Parcel #2 ae deecribed on
Exhibit 2 would materially adversely affect the value of
Parcel #2 or the utility of Parcel #2 for the bueinees
conducted thereon, and (ii) Declarant will notify the Owner of
Parcel #2 as described on Exhibit 2 as to aay such propoeed
change and provide the Owner of Parcel #2 as described on
Exhibit 2 with such plans and information about the proposed
ONE PAR7'Y RFA
LLO11=1 4
Octobcr 14, 1993
change as the Owner o€ Parcel #2 as described on Exhibit 2 may
reasonably require to verify that such proposed change would
not materially adversely affect the value of Parcel #2 or the
utility of Parcel #2 for the businesa conducted thereon. The
cost of Declarant'a conetructing aaay change to the Common Areae
which Declarant may make under this paragraph will be at
Declarant'e expense (except for any change mandated by
applicable legal requirennents, which will be handled ae a
common area mafntenance expense under the Common Area
Mainteaaace Agreement).
2.3 T_,.y,pe and DesicLn of Buildinq.
(a) Cenera,l Standard. Sach building in the
Development, now and in the future, ehall be of first quality
construction and architecturally deeigned ao that its exterior
elevations and agpearance (including, without limitation, eigns
and color) will be architecturalZy and aesthetically compatible
and hazmonious with all other buildinge in the Developmeat.
(b) Fire Safetx. Every building ehall be
either equipped with autantatic sprinkler eystems which meet all
the atandarde of the Inaurance Services Office (or other
aimilar local organization having jurisdiction) or shall be
constructed in euch manner as not to adveraely affect the fire
rating of any building built upon any other Parcel. The
purpose of thia Section 2.3(b) is to allow buildinge built on
each Parcel to be fire rated as separate and distinct waits
without deficiency charge.
(c) Structural Intearity. No building shall be
built in such a manner as to adversely affect the atructural
integrity of any other building in the Development.
(d) Heiaht; Mezzanines. All buildiags shall be
single story (with mezzanine pertnitted) and shall not exeeed
f orty (40) f eet in height above grade, except as otherwf se
appraved ia wriCing by Declarant.
(e) Ma fnte,nuanQe o-f Bx =J . Each Owner shal l
maintain (or cauee to be maintaiaed) the exterior of any
building located on euch Owner's Parcel(s) in a quality and
condition comparable to that of first class retail developments
of comparable size and aature located in the same geographic
area ae the Development. All service facilities ahall be
attractively screened from view from the parking areae.
2.4 Construction Revuirements.
(a) Pe rf ormance of Work. Al 1 work perf onaed in
the construction, maintenance, repair, replacement, alteration
ONE PAR7Y RFA
L.I.01-1=3 l 5
Qc~Eoba 14, t993
or expansion of any building, aign or Common Area improvements
located in the Development ehall be performed and completed ae
expeditioualy aa possible and in auch a manner ae aot to
unreasonably interfere, obstruct or delay (i) access to or from
the Development, or any gart thereof, to or from any public
right-of-way, (ii) customer vehicular patking in that portioa
of the improved Common Area located in front of any building
constructed in the Development, or (iii) the receivfng of
merchandiae by any bueiness in the Developmeat, including,
without limitation, accese to service facilitiee. Staging for
the conatruction, replacement, alteration or expanaion of any
building, sign or Comnon Area improvements located in the
Development including, without limitation, the locatiom of any
temporaz-y buildinga, or conetruction ehede, the etorage of
building materiala, and the parking of conatruction vehicles
and equipment, shall be limited to that portion of the
Development approved in writing by Declarant. Vnleee otherwise
specifically etated herein, the pereoa coatracting for the
performance of such work ("Contracting Party") shall, at its
sole coet a.nd expense, promptly repair and reatore or cause to
be promptly repaired and restored tio ita prior conditioa all
bufldings, signs and Commoa Area improvements d,amaged or
destroyed in the performance of such wark.
(b) Handlinc_pf L,Len,_Q_aims. The Contracting
Party shall aot permit aay liens to stand against aay Parcel
for aay work done or materials furnished ia connection with the
performance of the work described in subparagraph (a) above;
provided, however, that the Contracting Party may contest the
validity of any such lfen, but upon a f inal detesm3.nation of
the validity thereof, the Contracting Party shall cause the
lien to be satisfied and released of record. The Contracting
Party shall, within thirty (30) days after receipt of written
notice from the Owner or Prime Lesaee of any Parcel eacumbered
by any such lien or claim of lien, cause any such outetanding
liea or claim of lien to be released of record or bonded over
in accordance with applicable law. If the Contracting Party
fails to do so within such 30-day period, then the Owner or
Psime Lessee of the Parcel ehall have the right, at the
Coatracting Partyls expense, to cause euch lien to be bonded
over. T'he Coatracting Party ehall indemnify, defend and hold
harmless the Owners and occupants of the Development from any
and all liability claime, damages, expeneee (including
reaeonable attorney's feee and reaeonable attorney'a feea on
appeal), liens, claims of lien, judgmeats, proceedinga and
cauaea of action, arieing out of or in any way connected with
the performance of auch work, unless caused by the negligent or
willful act or omiseion of the indenunified person, its tenants,
subtenants, agents, contractors or employees.
ONE PMt'ZY RFA
um''2m' 6
Odobcs 14,199f!
(c) Incidental Temoorary Encroachmente.
Declarant recognizes that incidental encroachments upon the
Common Area may occur as a result of the use of ladders,
scaffolds, store froat barricadess and similar facilitiee in
connection with the coastruction, maintenance, repair,
replacement, alteration or expansion of buildings, signe aud
Common Area improvements located in the Development, all of
which are permitted hereunder eo long as all activities
requiriag the use of such facilitiee are expeditiously pursued
to completion and are performed in such a manner as to minimize
any interference with uee of the improved Common Area or with
the normal operation of any business in the Development.
2.5 Casualtv and ColLiemnation. In the event all of
any portion of any buildfng in the Development ia (i) damaged
or destroyed by fire or other casualty, or (ii) taken or
damaged as a result of the exercise of the power of eninent
domain or any transfer in lieu thereof, the Owner of such
building ahall promptly restore or cauae to be reatored the
remaining portion of euch building or, in lieu thereof, shall
remove or cauae to be remaved the damaged portion of such
building together with all rubble and debria related thereto.
Al1 Building Areag on which buildings are not reconstructed
following a casualty or condeaanatioa ehall be graded or caueed
to be graded by the Owner thereof to the level of the adjoining
property and in such a manner as not to adversely affect the
drainage of the Development or any portion thereof, shall be
covered by a one-inch asphalt dust cap and shall be kept weed
free and clean at the Owner'a sole cost and expense until
buildings are reconatructed thereon.
2.6 Indemnification. Each Owner hereby agreee to
indemnify, defend and hold harmless the other Owners and
occupaate from and againet any and all liability, claims,
dannages, expenee (iacluding reasonable attoraey'e fees and
reasonable attorney's fees on any appeal), judgmente,
proceedinge and causes of action, for injury to or death of any
person or damage to or deetruction of any property occurring in
the interior of any building constructed on tbe indennnify3.ng
Owner's Parcel, unlese caueed by the negligent or willful act
or omiseion of the indemnified peraon, its tenanta, eubtenante,
agents, coatractora or effiployees.
3. AcCess EaaemenParking.
3.1 Access Eaeementa. 3ubject to the terme and
conditions in this Declaration, the Owners shall have a
nonexclueive easemeat over, and the Permitted Persons ehall
have the right to uee, the paved portions or paved accesswaye
and the improved pedeatrian walkways within the Access $asement
Area for these purposes:
ONE PAR'lY RFA
WOi-1283.i .1
Odcbv 14, 199C~
(i) Ingresa and egress of Pezmitted Persons a.nd
their vehicles to and from any portion of the Development and
public streets adjacent to the Development;
(ii) The movement of pedeetrian and vehicular
traffic of Permitted Persons from any part of the Development
to aay other part of the Development; and
( i ii ) For loading and unloading (including,
without lim3.tation, ingresg aad egresa of trucks and other
vehiclee for purposes of loading andl unloadiag at the loading
dock for the building on Parcel #2 [the Smithla Eme
Furaiahiage/Rembold Truet Parcel] as deecribed on 8xhibit 2).
In additioa, the property oa Sprague Avenue which ia
immediately adjaceat to one of the Acaess 8aeemeat Areas into
the Developaaeat (ae described or ahowa on the attached
$xhibit #5) will have a non-exclueive easeaient for purpoaes of
ueing the portion of such Access Saeement Area immediately
adjaceat to such property for purpoeea of accees to and fram
Sprague Aveaue by the owaer and Permitted Persone of the owaer
of such property (but such property ie not thereby part of the
Developdment). Declaraat may graat such eupplemeatal eaeemeat
agreemnents to the awaer of such adjoiaiag praperty to doaumeat
the terme of such eaoemeat a8 Deciaraat detemiaee ta be
de8irable.
3.2 garkin Easement; Limitatiop. Subject to the
terms and conditions in thia Declaration, each Owner shall have
a nonexclusive easement over, and the Permitted Peraona of an
Owner shall have the right to use, the Comanoa Areas gor parking
purposes in connection with the normal operation and use of the
Developntexit (subject to the restriction stated below concerning
employee parking and except that there will be no multi-level
parkiag). However, employees of an Owaer and of ita tenants as
to the Owner's Property shall not have, ae a result of this
Declaration, the contractual right to park in portions of the
Development other than Che Owner's Property (except as may be
mutually agreed and as set forth in a written agreement between
the fee owner of the Parcel and the ueer). The Owners shall
cooperate with each other in taking any reasonable steps
required to avoid any abuse of this provision or other
violatfon of this Declaration.
3.3 P r incLYithin Acc,e„g Base_Mpt ,ArqM. With
respect to the portion of the Access Baaement Area that liee
within any Owner'a Property, only that Owriez and that Owner's
Permitted Peraons ahall have the right to park their vehiclea
within such portion of the Access Basement Area (p,~.rovIded, such
ONE PAtri7 Et&A
8
u.oi-tMI
o~~ 14, t~o
parking does not materially interfere with the righta granted
in 3ection 3.1).
3.4 BUles. The Ownera may adopt, make and enforce
reasonable rulea and regulations consistent with this
Declaration for the purpoae of regulatiag the use of the Access
Basement Areas and the parking areae, the regulating vehicular
traffic direction along roadways, and promoting aafety, order,
and cleanliness of the Development. Each party will cause its
tenants and their respective customers, employees, independent
contractore and inviteee to comply with such reasonable rules
and regulations.
3.5 No aMriera. No fences, walls or barriere to
acceae will be erected on the coiarnon bound,ary lines between the
Parcels that would unreaeonably interfere with the use for
access, ingress and egreas of the Access Basement Areas,
without both parties' prior conaent.
3.6 Right to Perf or,m Reap.iir, e,.d Nla_jAtgAn nce . If an
Owner faile to maintain the Acce9s Basement Areae on its
Parcel, and the Owner fails to take appropriate actioa to cure
(or commence, and thereafter reasonably pureue, cure) of such
failure within 45 daya after written notice to the Owner (and
to any mortgagee of the Owner, if the Owner has notif ied the
other Owners of auch aotice be provided at the 8ame tizne to
such mortgagee), then either Owner of Paraels #1 or #2 (the
"Curing Party") may take appropriate act3.on to cure such
failure. The Curing Party will notify the Owner of the Parcel
on which the Access Basement Area ie located (the
"NonperfoYming Party") of its election to cauee such work to be
performed, and will cause the work to be performed in a good
and workmanlike manner, free of lien claims, and perfornaed in a
manner deaigned to minirnize any interferemce with busineea
operations within the Developmeat. Upon completion thereof,
the Nonperforming Party will reimburse the reaeonable coeta
incurred by the Curing Party for correcting such failure, upon
presentation of a bill therefor. The Curing Party will have
the right to cure only those failures whicb adversely impact
the functioning of euch Access Eas+ement Area for accesa to and
from the Curing Party's Parcel.
4. Development o_f Parcels: "GO QaTJc" Provisiona.
4.1 peveloxament of Parcels Generallv. The
improvements on the Parcels (including buflding aad any roof-
mounted aigns) will be subject to the height reetrictione
stated in Section 2.3(d) (which will not be increaeed without
Declarant'e advance approval in writing). Such height will not
ia any event exceed the limitations impoeed by applicable legal
requirementa. In addition, each Parcel shall contain at least
0NI: PARTY RFA
[LO7•1m931 9
Ocxoba 11, 1993
the minimum number of parking apaces required by the existing
City/County of Spokane codes (without regard to or inclusion of
the non-exclusive Common Area parking rights under this
Declaration) and, except with the prior written consent of
Declarant, no Owner ehall reduce its parking epaces below such
minimum number or apply for a variance in the applicable codea
with reapect to the nunaber of parking spacee required on that
Owner's Property so as to reduce the minimum number of spaces
so required below euch existing City/County of Spokane codee aB
of the date of thie Declaration.
Declaraat will have the right of prior reasonable
review aad approval of the following: (i) the architectural
plane for improvements within the Parcel (excluding interior
tenant improvements and fixturing and interior alterations),
changes to elevations within Parcel #3, and any material change
to any of the mattera shown on the f inal eite plan for the
Parcel that may (in Declarant's reasonable judgment) negatively
af fect other Parcels; and ( f i) any proposed change of use of
the Parcele from eome type or combination of retafl salea,
retail aervices, reataurants or comomercial purpoeee not
otherwise prohibited under Section 5 below (together with such
ancillary operatione and office use aa are related thereto)
(collectively, "commercial/retail usea") to a use which ie A=
a cominercial retail use but fe not otherwiae prohibited under
Section 5 below, aubject ta the provisions of this Section 4;
provided, however, that ae to Parcel #2 [the Smith'e Home
Furnishiags/Rembold Trust Parcel] as described on Exhibit 2,
the following will be applicable: (i) Declarant'a revfew and
approval will n= be required for reaaonable renuodelings and
alterations of the ianprovements on such Parcel ao long ae auch
remodelinge and alterations do not materially adveraely affect
the value of other Parcel(s) within the Development; and (ii)
Declarant's approval will not be required for a change from oae
or more types or combinations of commercial/retail ueea to one
or more differeat types or combinations of coaanercial/retail
uaee, but the Owner of Parcel #2 [the Smith's 8ome
Furaiahiage/Rembold Trust Parcel] ae deacribed on Exhibit 2
will aevertheleas keep Declaraat reasouably informed ae to the
changea in use(s) and euch uses will not in any eveat violate
"exclueive uee" commitments for the uaea referenced on the
attached Exhibit 4 or which have previously been approved in
writing by the Owner of Parcel #2 [the Smith'e Home
Furaiehinge/Reaibold Truet Pareel] as deacribed on Bxhibit 2.
"Retail services" ahall include, in addition to traditionai
retail sales, financial institutions, real estate and atock
brokerage offices, travel or insurance agenciee and similar
uses providing eervicee directly to the public.
Declarantls review of architectural matters will
include architectural design, etyle, quality of materials and
ONE PAR7Y REA
l.1A112=1 1 O
October 14, 199)
conetruction, and compatibility (in Declarant'e judgment
reasonably exercised) of the improvement or change compared to
the other portione of the Development. Declarant'e review and
deciaion whether to approve or disapprove a request for
approval of a change in use under subparagraph 4(11) will be
based on whether the proposed uee ie compatible with other
"exclusive uae" commitments (if any) by Declarant to an Owner
or lesaee and other actual or permitted uaes in the Development
(including, without limitation, that of any succeasor to
Declarant as to its approval rights, as refereaced in
Sectfon 1.6); providecl, that as to Parcel #2 [the Smith's Home
Fus~aishiage/xemnbold Trust Parcel] aa deacribed on 8xhibit 2,
Declarant' s approval will not be required for conmaercfal/retail
uaes, but such uses will not in any event v3.olate other
"exclusive uee" commitmente (if any) by Declarant which have
been previously reasouably approved in writing by the Owner of
Parcel #2 [ti.he Smith'e 8ome Furaishingo/Rembold Trust Parael]
ae described on Exhibit 2(except that approval thereof will
not be required for aa exclusive for the uees referenced oa the
attached Exhibit 4). Declarant will have no obligation to
approve any use which is prohibited under Section 5 below.
If and so long as Parcel #2 tthe Smith'8 8ome
Furaiehinga/Remboid Truet Parcei] as described on Bxhibit 2 ie
the eite of a Smith'e Home Furnishings retail store, the Owner
of said Parcel #2 [the Saith's Soane Furaishiaga/Rembold Truet
Parcei] may withhold in its sole discretion any proposed
"exclusive use" commitmeat by Declarant involviag the retail
aale of home furniehings or appliances or another uee which is
competitive with the bueinees then being conducted by such
Smith's Home Furniehinga retail store.
4.2 Imnrovement Cost, tTpon completion of the
building and i.mprovements on Parcel #1 or Parcel #2 as ahowa on
Exhibit 2 and on any eubsequent aiteration, reconstructioa,
expansion, modification or remodeling thereof, the Owner of
euch Parcel shall provide to the Owner of such other Parcel a
etatement certified by Owner and its tenant(s) (as applicable),
as to the actual hard coata of conetruction (the "Improvement
Cost") incurred in auch conetruction (determined in accordance
with generally accepted accouating principles, as ehown on the
records of Owner or ita tenant(a)) with respect to the building
aad improvements on the Parcel (excluding furniehings, trade
f ixtures, equipment auad -other personal property) (the
n Impravemente The requf rements of thie 8ection 4.2 wf ll
terminate on the 20th anniveraary of the date of this
Declaration.
4. 3 LW D~,c" Pravia ions.
ONE PAR1Y RFA
I1A1-170831 11
Odabw id, 1M
(a) Agplication. If a store is conatructed on
Parcel #2 [the Smith'a Home Furaiehinge/Rembold Truet Parcel]
containing at least sq. ft. of gross building area
within 36 montha after the date of recordation hereof, then the
provisions of Sections 4.2 through 4.4 and Bxhibit 4 of this
Declaration will apply to Parcel #1 and Parcei #2 a9 ahown on
Exhibit 2(for purposes of this Declaration, each of which is
an "Ancbor Parcel"), for the period commencing on the date
hereof and end.ing on the 20th anniversary of the date of thi.s
Declaratfon.
_Qn to Discont}DUC_Bus3nese.
(b) Notice of Blecti
In the event operation of buaiaeas from 60 percent or more of
the grosa building area of the Improvementa on an Anchor Parcel
is to be discoatinued for a continuous period of at least 24
monthe for any reason 4t er t-ha,n (i) strikee, lockoute or other
labor difficulties, acte of God, the requiremente of any local,
state or federal law, rule or regulation, fire or other
casualty, condemnation, war, riot, insurrection or any other
reason beyond a party's reasonable control ("fQrce majeure"
events), or (ii) temporary closure due to the reatoration,
reconstruction, expansion, alteration, modificatioa or
' remodeling of any improvemeats located on the Anchor Parcel
(grovid.p,d, that the Owner of the Anchor Parcel or its tenant (s)
shall nevertheless pursue such work with reasonable diligence,
sub j ect to "force maj eure" delays then the Owaer of such
Anchor Parcel shall, at least 30 days prior to diacontinuing
such operatione (if the Owner is aware of such impendfng
diacoatinuance), but not more than six monthe prior to
diacontinuing such operationa, provide written notice to the
Owner o€ the other Anchor Parcel that Owner intends to
diacontinue operations of bueinese from 60 percent or more of
the gross buildiag area of the Improvemente on the Parcel (the
"Notice of Election"). The Notice of 8lectioa will iaclude the
aaticipated date on which Owner intende to discontinue
operation of business.
(c) Option of Purcha.se* Notice of Exercise. If
an Owner of an AnChor Parcel (the "Deliveriag Owner") delivere
a Notice of glection under thia Section to the Owner of the
other Anchor Parcel (the "Receiving Owner°), then the Receiving
Owner has the option to purchase the Anchor Parcel of the
Delivering Owner, exercieable by written notice to such
Delivering Owner, such notice to be delivered to such
Delivering Owner within 180 days after receipt of the Notice of
Election by the Receiving Owner (the "Notice of Exerciae").
The exercise of the optioa pursuant to such Notice of Sxerciee
will not be effective until the later of (i} the date that
Delivering Owner (or its tenants) actually diacontinues
operation of business f rom 60 percent or more of the grass
building area of the Improvements on the Anchor Parcel and
@NE PAR1Y REA
IJAI-1M3.1 12
Octobei 14, 199t~
(ii) the expiration of at least 30 daye from and after the
delivery of the Notice of $xerciae to Delivering Owner. The
Notice of $xerciae ehall specify the date on which Receiving
Owner proposes to cloBe the purchase of the Parcel, which
intended closing date will be in accordance with the proceduree
and provisions of Sections 4.2 and 4.3 of this Declaration and
the attached Sxhi.bit 4.
(d) ~si co~,.tinuance of BusimeILe ii-LthQgt NoticeL
Qpt~ ian. If the operation of buainess from 60 percent or more
of the gross buf lding area of the Improvemeata on an Anchor
Parcel is discontinued for a continuous period of more than
24 montha for reasone other than thoee epecified in clauses (i)
or (ii) of Section 4.3(b), but the Owner has not delivered a
Notice of Blection, the Owner of the other Anchor Parcel (for
this purpoee a"Receiving Owner") ahall have an optioa to
purchase the other Anchor Parcel, exerciaable by delivering a
Notice of Exercise to the Owner of the other Anchor Parcel (f or
this purpose, a"Delivering Ownern) at any time following the
eacpiration of such 24-ntonth period of discontinued operationa,
but not later than 180 daye after Receiving Owner obtains
actual kaowledge of such discoatinuance.
(e) Terme of optfoA. If an option granted
under thia Section 4.3 is exercised, then, on the date
specified in the Notice of Sxercise, the Delivering Owner will
sell and convey the Anchor Parcel to the Receiving Owner
pursuant to the terms and provisions as set forth in this
Declaration and the attached Bxhibit 4(which is by this
reference incorporated herein). The purchase price for the
Delivering Owner's Anchor Parcel will be the greater of the
following: (i) the fair market value of such Parcel, including
(without limitation) the Improvements thereon, determined as
described in Section 4.4 below, taking into coneideration any
leasea and tenanciea which will continue to be binding on such
Parcel after the cloaing of the purcha.se; or (ii) the aum of
agreed-upon land price (which w311 be $ for Parcel #1
and $1,000,000 for Parael #2 described on Exhibit 2), plua the
aggregate original Improvemeat Cost of all Zmprovementa on the
Parcel constructed by the Owner or ite predecesaors in title or
tenants (which amownt will aot be reduced for amortization or
deprecfation). The Impravement Coat will be as previouely
certified as described in Section 4.2 abave; or, if the Owner
of the applicable Parcel has failed to provide such certifica-
tion, ae mutually agreed by the partiea based on certified cost
and financial information provided by the Delivering Owner (if
the partiea cannot agree on such coat, the matter will be
subject to arbitration provided in Section 4.4).
(f) Failure ta qive Notice of Election,. If
Receiving Owner does not give Notice of Electioa within the
orE pam PSA
u'°1-'M ' 13
Odaba 14, 1993
180-day time period in Section 4.3(c) or Section 4.3(d), ae
applicable, then the procedurea for Receiving Owner to have a
purchase option under the foregoing pgo dark" proviso with
respect to the Anchor Parcel owned by the Delivering Owner are
waived and terminated and will have no further force or effect.
It is expresaly acknowledged and agreed that the
provisions of Sections 4.2, 4.3 and 4.4 are and will be
aecondary and aubordinate to the lien and rights and interest
of any Prime Leesor (ae described in Section 15.19) aad of any
institutional lender Lienholder under any financing inetrument
hereafter placed upon a Parcel, and to any and all advances
made on the aecurity thereof, and to all renewale,
modificatione, consolidations, replacements, and extensions
thereof. If any such Prime Lessor or Lienholder requires
clari€ication or modification of 3ectione 4.2, 4.3 and/or 4.4
or Exhibit E as a condition to its entering into a Prime Lease
or providing such financing, the parties will reasonably
cooperate in effecting a euitable amendment to thie
Declaration.
4.4 Det.&xmination of Purchase Price Amount . If the
Rece3.viag Owner gives a Notice of Bxercise ae provided above
withia the required tinee period, the partiea will prosnptly
enter into diacuasfone to determine tbe purchase price amount
pureuant to the fornmula contained in Section 4.3(e). If the
partiea do not reach euch agreement within tweaty (20) days
after the Notice of 8xercise, either party may elect to have
the calculation o€ fair market value and of Improvement Coat
under subeection 4. 3( e)( i) and ( ii to the extent ef ther or
both are in dispute) determined by arbitration as described in
this paragraph. Initiation of arbitration by a party will be
by written notice to the other.
If arbitration fe iaitiated, each party will appoint
an arbitrator within 10 businese daya thereafter. $ach
arbitrator will be an independent 1+RAI apprafeer who ia familiar
with conmtercial real eatate values in the geographic area of
the Development and with at leaet five year'e experience in the
valuation of commercial real estate in the states of Washiagton
and/or Oregon.
The arbitratore ehall be inetructed to determine the
fair market value of the Anchor Parcel under subsectioa
4. 3( e)( i) (if it ie in diapute ) and/or the Improvement Coat
under eubsection 4.3 (e) (fi) (if it ie in diapute), ae
applicable. The arbitration will be held in Portland, Oregon
(or as the parties otherwiee mutually agree). The arbitration
shall be conducted according to the procedures of the
arbitration statutea of the atate o€ Waahington (Revised Code
ONfi PAR'i1l RFi►
111J/ tM 1 14
Ootobt 14,199~3
of Waahington, Chapter 7.04), and the award will have the
effect provided therein.
Bach arbitrator will state in writing his
determination of the fafr market value aaad/or Improvement Cost
as may be in dispute. If the arbitrators' detexmination under
subsection 4.3 (i) or (ii) (as applicable) differ by more than
ten percent, then efther Delivering Owner or Receiver Owner
may, within 10 days after receipt of the two arbitratore'
determinations, elect to have the determination under
subsection 4.3 (i) or (ii) (as applicable) determined by a panel
of three arbitrators purauant to thia paragraph, in which eveat
the determination under subaectfon 4.3(1) and/or ( i3 as
applicable) will be conducted by an arbitration proceedfng
involving the two origiaal arbitrators and a third arbitrator
nnutually aelected by Delivering Owner and Receiving Owuer or,
if the partiea do not agree upon the third arbitrator, by a
panel of three new arbitrators having the qualificatioas stated
above and selected by the presiding or senior judge of
Multnomah County, Oregon Circuit Court. A copy of the
arbitrators' determin,atioa will be provided to parties at the
same time. A decieion by a majority of the three arbitrators
ahall be required to make such determinatfoa.
The cost of the arbitrators and the reasonable
attorneys, fees and coets incurred by the parties in the
arbitration will be allocated between the parties by the
arbitrators in the arbitration award, as the arbitrators
determine to be appropriate. It ie agreed that the arbitrators
ehall in no event have the right to modify or vary any of the
terme or proviaions of thie Declaration which ehall in all
events prevail.
5. Restriction on Use.
5.1 Restrictions on Cert' i~a . Pa Xcelq. No Parcel
other than Parcel #i [the Fred Keyer Parcel] will be leaaed,
eubleased, operated or otherwfee used for: ( f) any jewelry
atore; ( f i) any aupermarket (which for purposes of th3.s
Declaration means any atore, department or area within a store
containing at least 5,000 aquare feet of floor area, including
aisle space and storage, primarily devoted to the retail eale
of food for off-premiees consumption), ae a bakery or
delicateeaen or for the sale of freah or frozen meat, fieh,
poultry or produce for off-premises conaumption, or as a
convenience atore (exce-a that a convenience atore being
operated in conjunction with a gasoline product aervice station
approved in writing by Declarant and which containe not more
than 1,500 aquare feet of floor area for product diaplay, or
such greater area aa Declarant may approve from time to time,
will = be a prohibited uae), or for the sale or offer for
ONE PARY REA
L1.O112013.1
Oetaba 11, 1993 15
eale of any pharmaceutical producta requiring the eervicea of a
regiatered pharmaciet; or (iii) any medical, dental or
veterinary office, hoapital or urgent care facility or any
profeeeional or business office (unlese otherwiae epecifically
approved in writing by Declarant).
5.2 General Restrictfoqs on iWg. The ParCels will
not in any event be leased, subleased, operated or otherw3ee
used for: {i) the display, diatribution or eale of any "adult"
books, "adult" films, "adult" periodicals or padult"
entertainment; (ii) the establiahment or maintenance of a
atiaasage parlor, gannbling operatioa, Badult" theatre, padult"
bookstore, nsex" shop, "peep ahow" or baardy house or brothel,
or any use in violation of applicable zoning aad other
governmental laws and regulations; (iii) any use which emita an
obnoxioue odor, noise or aawad which can be heard or smelled
outeide of any building in the Development, or which is a
public or private nuisance; (iv) any dietilling, refiniag,
smelting, agricultural or mining operation; (v) any mobile home
park, trailer court, labor camp, junkyard or etockyard (except
that thie pravision ehall not prohibit the te.mporary use of
construction trailers during periods of constructioa,
reconatruction or maintenance); (vi) any dumping, disposing,
incineratioa or reduction of garbage (exclueive of any garbage
compactor or dumpater located near the rear or eides of the
building tha►t are appropriately screened), or aay drilling for
or removal of subeurface substances; (vii) any operation
primarily used as a warehouse operation and any aeeembling,
manufacturing or industrial operation; (viii) except as
otherwiae reasonably approved in writing by Declarant aad by
the Owner of Parael #2 as deacribed on Exhibit 2, any "second-
hand" atore or "aurplus" etore whoae quality of inerchandiae or
operation is inconeiatent with a f irst-claee retail develop-
ment; (ix) except as otherwise reasonably approved in wr3ting
by Declarant and by the Owner of Parcel #2 as described on
Exhibit 2, any fire sale, bankruptcy sale (unlees purauant to a
court order) or auction house operation; (x) except as
otherwiee apecifically approved in writing by Declarant, any
central laundry, dry cleaning planC or laundromat (except that
this pravieion ahall not prohibft a self-contained one-hour
martinfzing operation or other on-site services oriented to
pick-up and delivery by the ultimate consumer, including
nominal supporting facilities, as the same may be found in
retail shopping districta in the metropolitan area where the
Development ie located); (xi) any automobile, truck, trailer,
recreational vehicle or boat salee, leaeing, dieplay or regair;
(xii) bowling alley, place for public asaembly (such as a
church or meeting hall), living quartere or sleeping
apartments, or mortuary; (xifi) any animal raising facilitiea
(except that this prohibition shall not prohibit pet shops);
(xiv) any bar, tavern, cocktail lounge, reataurant or other
ONE PARiY REA
U01420831 16
Qstd~er 14, 19q3
business operation whoae annual gross revenues from the eale of
alcoholic beverages for on-site and off-site coneumption
(collectively) exceed twenty-five percent (25%) o€ the grose
revenuea of such business in any calendar year; (xv) any flea
market, pool or billiard hall, dance hall; (xvi) any training
or educational facility, including, but not limited to, beauty
schoole, barber colleges, reading rooms, places of inatructfon
or other operations catering primarily to atudents or tra3.nees
rather than to cuetomere; providedr however, this prohi.bitfon
ahall not be applicable to on-eite employee traiaing by an
occupant incidental to the conduct of its businese;
(xvii) except as otherwise reasouably approved in writing by
Declarant and by the Owner of Pareel #2 as described on
Bxhibit 2, any movie theatre, skating rink, game parlor, video
arcade (which ia def ined as aay atore having more than four
electronic gamea available for cuatomer uae on a coin•operated
or pay €or use baefa); or txviii3 except as otherwise
specifically approved in writing by Declarant, aay automotive
battery sales facility, automotive battery eervice facility,
car wash or any autamotive vehicle aervice atation or gasoline
product service atation (ae a condition of any such approval by
Declarant, the Owner of the Parcel must eubnlit demonstrable
evidence to Declarant that the proposed operator fe financially
capable and reeponsible, the design and installation of all
facilities to handle all hazardous substaacea will be of "etate
of the art" quality and in conformi.ty with al1 goveramental
requirements, and all euch fac3lities must be maintaiaed aad
operated responsibly and in conformity with all gavernmeatal
requirements). In furtherance of the reatriction in Section
5.2(xiv) above, aay Owner of a Parcel on which the grose
revenues from the sale of alcoholic beveragee exceeds one-
third of the gross reveaues from the business therein will
provide, on request, but not more frequently than annually, a
written certification aa to the percentage of the grosa
revenues from such business that derive from the sale of
alcoholic beverages during the prior calendar year and will
reepond to reasonable requests for further iaformation by other
Owners to verify compliance with such re9triction or uee.
5.3 Dr eup~d Drive ThraUgh Facilitieg. No
restaurant, bank or other facility featuring vehicular driveup
or drive through customer service shall be located in the
Development unless Declarant has first given its written
consent to the location, parking and drive lanee of euch
facility.
5.4 Mall Restrictians. There shall be no open or
enclosed malla in the Development unlees Declarant has firet
given its written conaent to the locatian of the entrance(s) to
such mall.
uN1:1AR1Y 1tILA
l1At•t283.1
Oatober 14, 1943 17
5.5 Additional Reatrictions. [State here additional
restrictions, if aay, aeceseary for aay "excluaivep commitments
or other restrictioae to whiah the parties agree prior to
recordatioa of Declaration, if applicable.]
6. Acceptance of Reatrictions. Any lease or occupancy
agreement eubaequently entered into with respect to a Parcel
will require that the tenant's use (and any changes to the
original use by the tenant) must comply with applicable laws
and recorded eaeemeate and restrictions affecting the property
(xncluding thia Declaration). In acquiring a Parcel, an Owner
shall automatically be deemed to acknowledge that 3ectione 4
through 6 are an eseential part of the particular traneactioa
covering Owner's Property and, further, that tbe restrictions
set forth in Sections 4 through 6 are fair and reaeonable to
assure all Owners of Parcela of thei= expected benefits and
orderly and beneficial development of the Development and the
Parcela, but not to control competition (it befng recognized
that the relevant congetitive market consista not of the
Development but of the commercial retail market in Spokane
Couaty, Waehiagton).
7. Ma.intenance _ of Parcele_. Owner (and ite tenanCs and
subtenants of the Parcel) will maintain at all times the Parcel
(including, without limitation, the general cleanliness,
operation, replacement, enhaacement and preeervatfon of such
Parcel) in accordance with a standard of operation as first-
clasa facilities maintained in accordance with recognized
industry atandards for leading retail developments in the
geograghic area in which the Development is aituated. Thie
Section 7 will not be conatrued as requiriag Owner to develop
the Parcel. Prior to such development, Owner will maintain the
Parcel free of rubbish and debris and in a sightly coadition.
If a Parcel other than Parcel #1 [the Fred Msyer Parcel]
remains undeveloped for awre thaa 12 months after completion of
a retail atore on Parcel #1 [the Fred Meyer Parcel] containing
at least 75,000 sguare feet of grose building area (the "Maj or
Anchor Store"), such undeveloped Parcel will be cavered:
(i) by grass sod (with adequate irrigation) or (ii) by paving
in a level, smooth and evenly covered aondition with atype of
aurfacing material that is equal in quality and durability to
that used to pave all vehicular parking areae. The coat of all
such eodding and paving ahall be borne at the sole expenae of
the Owner upon whoee Parcel it ie located. All auch eodding
and paving ahall be kept weed free and clean at the Owner'e
sole expen9e until such time ae buildings are conatructed
thereon. An undeveloped Parcel will not be surrounded by a
fence, and Owmer will obtain Declarant'a reaeonable approval of
the size and quality of sign(s) on a Parcel ativertising the
availability of the Parcel for sale, lease or development.
ONE PAR7Y RFA
tL011z83.1 l e
OdobQ 14, 199C!
8. Utilitv $asemente.
8.1 Grant of Utilitv Easements. Subject to the
tenns and conditions in this Declaration, each Owner shall have
a noaexcluaive easement and right to operate, maintain,
replace, repair, remove, improve, enlarge, reconetruct and,
subject to the conditiona of thia Declaration, relocate any and
all utility linea serving such Owner'a Property currently
existiag over, under or acrose the Utility £aeement Area on the
other Owner's Property. Subject to the restrictione in thia
Declaration, each Owner shall have the nonexclusive right to
inatall, operate, m,aintain, improve, repair, replace, relocate,
remove and reconstruct Utility Lines over, under or acrosa the
Utility $asemeat Area, gKpvi e~ that any euch actions do not
unreaeonably interfere with or impair (i) the rights of
Penmitted Peraons to use the Access Baeement Area for the
purposee set forth herein, or (ii) the operation by Perm3.tted
Persons of busineases at the Development. The "Utility Lines"
mean any power line, water line, eewer line, gae line,
conanun.ication line or other utility line, eervice or facility
serving the Owner'e Property, exclusively or ia coaunon with the
other Owner's Property affected thereby. Notwithetanding the
foregoing, any storm water retainage area required by the City
or County will not be placed on Pareel #2 ae deacribed on
Bxhibit 2 but will be inetalled and maintained by gred Meyer at
its expense within areae other than Pareei #2 as described on
F.xhibit 2.
8.2 Termg Qf Baeemente. Sub j ect to the
proviaions of this section 8.2, the Owners ahall have the right
to install new Utility Lines through the Common Area. All
Utility Lines ehall be underground unleas required to be above
ground by applicable law or the utility providing such aervice.
The location of new or relocated Utility Lines and the
f oregoing work ahal l be sub j ect to the prf or written consent of
the Owner over, under, or acrosa whose property the Utility
Lines are proposed to be located. Such conseat ahall not be
unreasonably withheld or delayed. The Owner whoae consent ia
eought may condition ite consent on the Utility Lines not being
lacated where the Owner intends to conetruct a buildiag or
other facility whqse utility, use, constructioa or installation
may be unreasonably interfered with by the presence of euch
Utility Lines unless the Owner proposing to locate such Utility
Lines agrees to relocate the eame to another location oa the
Utility Sasement Area at ite expense in the event euch buildiag
or facility ie actually constructed or such uee is proposed to
be commeaced. Subject to the preceding aeateace, if such Owner
subsequently constructs a building over a IItility Line
previously installed with that Owner'a conaent, such Owner
sha.ll relocate the line at its expense and in such a manner ae
to keep to an absolute minimum the disruptioa in utility
ONE PAIt'lY RFJ►
u'°'aMs'' 19
oaober ta, t993
services. When a Utility Line ie installed on another Owner's
Property, the Owner who installs the line shall give the other
Owner a legal description of the location of the Utility Line
and a legal description of the easement area for euch Utility
Line. At ite own cost and expenee, each Owner (a) shall
maintain and repair the Utility Lines installed by auch Owner
(or the Owner's predecessars in title); and (b) shall repair
any damage to landscaping, pavement, buildinga and all otber
improvements on the Development resulti.ng from any work in
connection wfth such Utility Lines or frann the operation of
such Utility Linea.
9. Xl.teration of Accesa Basement Area.
9.1 av Owners. T'he Ownere of Parcel8 #1 and #2, as
described on Exhibit 2, by unanimous consent, shall have the
right at any time and from tfine to time to alter, rearrange,
reduce, or relocate the Acceas Eaaement Area and/or to make,
repair, alter, rearrange, reduce or relocate the Common Area
iiaprovements; provfded, however, that (i) ao euch actioa wi11
be taken which would modify the Buflding Area of aa Owaer's
Parcel without the Owner's prior written coneent, and (ii) the
Owners of Parcela #1 aad #2, as deecribed on Exhibit 2, may
withhold consent to any auch action in their sole discretioa.
In addition, with respect to the portion of the Acceas $asement
Area lying within an Owner'a Property, that Owner shall have
the right to alter, rearrange, reduce or relocate that portion
of the Access Baeement Area so long as doing so doea not
materially diminish the rights granted or materfally negatively
affect the purpoges stated under Sections 3 and S.
9.2 Reauired bv Governmental Authority. If any
governmental authority requires any change in the Access
Eagement Area, the Owners of the portions of the Acceae
Easement Area affected shall make every reasonable effort to
minimize the negative 3mpact of such changes on the rights and
purpoae8 set forth fn Sections 3 aad S. In particular, if any
governmental authority, by condemnation or otherwise,
eliminates or reduces any access between public streets and the
Development, the Owner of the affected property shall make
every reasonable effort to obtain alternative acceas on auch
Owner's praperty.
9.3 Reloc&ted Accese Eaaement Area. All of the
righte and obligatione aet forth herein shall be fully
applicable to any altered, rearranged or relocated Accesa
Easement Area, which shall then be deemed to be the Access
Easement Area.
10. Hazardoue Ma,terfale. Sach Owner shall maintain ite
property and conform its activitiea and the activities of its
ONE PAR1Y REA
ILOl•t2W 1
Octobar 10, 194C1 20
Permitted Persons on that Owner's property in compliance with
all applicable requiremeats under applicable Environmental Lawe
(as defined helow) with respect to the clean-up or remediation
of Hazardoua Subatances (as defined below), the protection of
the environment, the control of hazardoua wastes, and the use,
geaeration, transport, storage, removal and treatment o€
Hazardous 3ubstancea, and in a manner reasonably designed to
minimize the ris3c of liability, or damage to human health or
the environment, from the release of Hazardoue Substances.
As used in this Declaration, the term "Kazardous
Subetaacea" ehall meaa any materials which because of their
quantity, concentration or physical, chemical or infectioue
characteristics may cause or poee a present or potential hazard
to human health or the environment when improperly handled,
treated, stored, transported, disposed of ar otherwise managed
under applicable laws and regulations presently in effect. The
tezm shall include, but is not limited to, all hazardous
subatancee, hazardous nnateriale a.nd hazardous waetes liated by
the U.S. Environmental Protection Agency and the state ia which
the Development is located under the Comprehensive $aviron-
mental Responae, Compensation and Liability Act (CBRCLA), the
Resource Conservation and Recovery Act (RCRA), the Toxic
Substancee Control Act (TSCA), the Federal Water Pollutioa
Control Act (FwPCA), the Smergency Planniag and Community
Right - to - Rnow Act ( EPCR.A) and any aad all other f ederal aad
etate statutes applicable Co the protection of human health or
the environment (the "$nvironmental Lawa").
li. Condemnation. This Section li shall apply in the
case of a condemaation, or a sale in lieu of condemnation, or
an inverse condemnation having the saine effect, concerning a
portion or all of the Development. The award or purchase price
paid for the taking shall be paid to the Owner of the property
so taken. The other Ownera who may have an easement, or may
have other property interest or rights under this Declaration,
in the land so taken do hereby (or by acceptiag the property or
Parcel covered by thie Declaration 8hall be deeaied to) release
or waiver those interests and righta with respect to such award
or purchase price. Such other Ownere ahall, however, have the
right to aeek an award or compensation for the loss of their
easement right and other intereets and righta, but only to the
extent auch award or compenaation paid or allocated for such
lo8s does not reduce the amount paid to the Owner of the
property taken. If any accese road to the Development is
taken, the Owner of the property on which the acceas road waa
located shall use such Owner's beat efforta to provide promptly
a substitute acceea road to the Develapment on auch Qwner's
Property.
ONH PAR7Y RE►
LLA1-110831 21
Odobec 14, f993
12. Insurance. Throughout the term of this Declaration,
each Owner shall mafntain, with respect to the Basemeat Areae
and Common Areas within that Owner'a Property, a policy or
policies of publi.c liability insurance with a combiaed single
limit of liability of nat less than $2,000,000 for bodily or
p►ersonal injury or death and for property damage arieing out of
any one occurrence, or auch larger amount of ineurance as is
normally maintained by owners of aimilar properties, ae
reasonably determfned by the Owner. The Owners will provide to
Declarant from time to time, ae Declarant may require,
certif icates of insurance showing that euch policiea of
insurance: (i) name all ather Ownere as additional insurede;
(ii} are ieaued for periods o€ not lees than one year; and
(iif) are isaued by ineurance companiea quali€ied to do
business in the State of Waehingtcn and (except as otherwise
approved in writing by Declarant) having a general
policyholder'e rating of not lese than A and a financial rating
of not leas than Class X as rated in the most current available
aBeat's" Ineurance Reporte. The insurance requfred of an Owner
may be carried under a plaa of eelf insurance, grovided that
euch Owner has and maiataine a aet worth of at least
$25, 000, 000 (or, if higher, tWelve timea the required iaininn=
eingle limit of inaurance coverage required under thie
Section). If any Owner or any 4wner 's Pernu.tted Peraaa placee
any underground storage tank under the Owner'e Property, the
Owner, upon written request from any other Owner, shall provide
proof that the Owner or Pera►itted Peraon has complied with all
laws, regulatione and ordinances concerning auch tanks,
including proof of insurance and other financial responeibility
that is so required.
13. P&faults .
13.1 Default~. A persan shall be deemed to be
default of this Declaratioa upon the expiration of thirty (30)
days (ten (101 daye in the caee of failure to pay money) f rom
receipt of written notice fram any Declarant, Owner or Prime
Leasee specifying the garticulars in which such peraon hae
failed to perform euch pereon's obligatiana under thia
Declaration unless such person haa, prior to the expiration of
the cure period, cured the matters specified in the notfce of
default. Hvwever, such peraon ghall not be deemed to be in
defauit if euch failure (except a failure to pay money) caaaot
reasonably be cured within the thirty-day cure period, and such
peraon ie using good faith, diligent efforts to cure the
mattera specified ia the notice of default.
13.2 Injunctive Relief. In the eveat of a violation
or threatened violation by any pereon of the reatr3ctions
contained in thia Declaration, Declarant or any or all of the
Owners or Prime Lesseea shall, in addition to any other remedy
orrE paatY RE►
wo1-uos&i
Odaber u, »s3 22
available at law or in equity, have the right to enjoin such
violation or threatened violation ia a court of contpetent
juriediction, it being acknowledged that monetary damages will
be an insufficient remedy for euch a violation.
13.3 Other Remedies. In the event an Owner is in
default hereuader, any other Owner or Prime Leesee may
inatitute legal action against the defaulting Owner for
speciffc performance, declaratory or fajunctive relief,
monetary damages or any other remedy pravided by law or
exercise any right or remedy provided in this Declaration, all
of which will be non-exclusive of any other right or remedy
available to the party hereunder or under applicable law.
13.4 8ffect of Default or Non-Use. No Owner or any
other person shall be entitled to cancel, reacind, or otherwise
termiaate this Declaration on account of any default hereunder,
but thia ehall not liinit any Owner'e rights and remediea
granted hereunder on accauat of such default. Abandonmeat or
non-uae (after rece3pt of a certificate of occupancy) of
easement righta hereunder or of the property by an Owner will
not reduce or affect an Owaer's obligation to pay its ahare of
coata for required Common Area maintenance under this
Declaration and the Common Area Maintenance Agreement, or to
perforn► or comply with the ten,ns of thie Declaratioa. No
Owner'e righte hereunder ehall lapse in the event of the
Owner'e failure to uae the ea9ementa on a coatiauous baeis.
14. Tenn. Thie Declaration ehall be perpetual (except as
provided below) and shall run with the land and ehall be
binding on and shall inure to the benefit of the parties
hereto, their heirs, successora or aesigns. By unanimous
coneent, all Ownere may agree to terminate this Declaratioa, in
which caee they shall cauee to be recorded an inatrumeat
acknowledging such termination.
15. General Provisions.
15.1 fir_atue of Titlg. Thie Declaration is granted
eubject to all prior easements and encuinbrances of record.
Each Owner warrante that it will defend the title and the other
Owners' interests under this Declaration against any mortgage,
tax lien or conetructioa or other lien claim: (i) which
affects the Development or Parcel, (ii) which aeserta priority
over the 3nterest of the other Owner(s) in eaforcing thie
Declaration or which affects any other Owner(s) rights under
this Declaration, aad (iii) which is attributable to the party
itself or its tenante, agents, contractors or subcontractors.
Thie Declaration will not be subordinated or rendered inferior
to any future financing by any Owner.
OT'E PARTY REA
11Ai•12b&i 1 2 3
Oceabe: 14, t993
15.2 Protection of RiQhts of Lienholdera. No breach
of the proviaiona in this Declaration shall defeat or render
inval id the 1 ien of any mortgage ( s) or deed ( s) of true t now or
hereafter given to a Lienholder which affects an Owner's
interests pursuant to thie Declaration; provided, however, that
upon any eale under f orecloaure of any mortgage (s) or uader the
proviaione of any deed(s) of trust, any purchaeer at such sale,
and its successors and aseigna, ahall hold any and all property
intereet so purchaeed eubject to all of the proviaions of thia
Declaration.
15.3 Waiver. No provision of this Declaration shall
be deemed to have beea wafved unleae such waiver is in writing
aigned by the waiving party. Failure at any time to require
perforntance of any provision of thie Declaration ahall not
limit an Owner'a right to enforce the pravieion. Any waiver of
any breach of any provision ahall not be a waiver of aay
aucceeding breach or a waiver af any provision of thia
Declaration.
15.4 Atto eve1 Feqg. In the event euit or action
ia inarituted to interpret or eaforce the terms of this
Declaration, the prevailing party shall be entitled to recover
f rom the other party such swcn ae the court ntay ad j udge
reasonable ae attorneys' fees aa costs of litigatioa (including
discovery coata), and aa attorneys' fees in preparatioa for and
at trial, on appeal of auch suit or actioa and on aay petition
for review, in addition to all other sums provided by law.
Attorney9, fees ia connection with an arbitration will be
handled as provided in Section 15.21.
15.5 J:ndeWity. Each Owner ehall defend, iademnify
aud hold the ather harmleas from aay claim, loea, liability or
expense (including diecovery coate and other litigatfon coats,
aad reasonable attorneys' fees) that: (a) ariees out of or in
connection with the failure to perform or comply with the
terms, reatrictions and proviaions of this Declaration by the
Owaer; or (b) ariees out of or in connection with the
intentional acts or negligence of the Owner or the employeee,
representatives, agents and independent coatractore of the
Owner, or any occurrence on or in the indemnifying Owner's
8uilding Area; or (c) arisea or resulta from the performaace of
any conetruction activitiea performed or authorized by auch
indemuifying Owner; provided that the obligation to defend,
indemnify and hold harnnless for matters deecribed in clausea
(b) and (c) shall in the event of concurrent negligence or
misconduct exclude claime to the extent that they are caused by
the negligence or intentional mieconduct of the indemnified
peraon, or ite agente, coatractors or employeea (which acting
in auch capacity).
WM PAR'[Y RFA
LJim120$31 2 4
Odober 14, 1993
15.6 Entire AQreement. Thia Declaration supersedea
and replacea all writtea and oral agreements previously made or
existing with respect to the matters set forth above.
15.7 Governinq Law. This Declaration will be
governed and conetrued in accordance with the lawa of the State
in which the Development is situated.
15.8 Performance of Work Generally. Any
maintenance, regair, reconstruction or other work comunenced by
a party in connection with this Declaration will be perforated
in a good and workmanlike manner and eo as to minimize any
interfereace with the bueinesa operationa on each other Owner's
Property.
15.9 AnMztenant Riots. Thia Declaration shall be
binding upoa the Declarant aad amy other parties hereto, their
reepective successors and assigns, and appurtenant to the real
property described on the attached $xhibita, and any further
legal subdivisions thereof.
15.10 Dominant and Servient Estates. 8ach right
granted purauant to the provisiona of this Declaration are
expressly for the benefit of the property deacribed on the
attached $xhibits. The property so benefited shall be the
dominant eatate and the property burdened by the obligatione
ahali be the servfent eetate.
15.11 Status Certificate,_.,TnfoMgtion. Within 30
days after receipt of a written requeat, a party shall promptly
deliver a written atatua certificate to the other party stating
M the current atatua of any work being performed or coats
previously incurred which may be subject to reimbursemeat uader
the Declaration, ( f i) whether this Declaration is unmoeiif ied
and in full force and effect, and (iii) whether (to the best of
the party'e knowledge) the other party is in compliance with
its obligations hereunder, and a.ny other mattere that may be
reasonably reque9ted. Any request by a party for reimbursement
of coets for which reiinbursement ia provided herefn must be
made within six montha after the end of the calendar year in
which the costs are incurred and will be accompanied with such
inforntation on the work performed and coeta iacurred as the
other party may reasonably require to verify the requeat. A
party will promptly reapond to requeeta for additional
information about such work and costs.
15.12 Notices. Notices given under this Declaration
. shall be in writing and delivered as followe: by certified or
regietered U.S. mail, poatage paid with return receipt
requested; by United States express mail or other established
expresa delivery service (auch ae Federal Expreea), postage or
ONE PAR7Y RFA
LL°1 IM 1 2 5
~ 14, im
delivery charge prepaid; by facsimile or other
telecommunication device capable of transmitting or creating a
written record; or personally. Each Owner shall give notice to
each other Owner of its address for notice by written notice to
the other Owners. Unless Declarant designates another address
for notice by notice given pursuant to this Section, notices to
Declarant should be sent to the following addresa:
Roundup Co.[or af f f liaGed corporation]
c/o Rred Meyer, Inc.
3800 SF 22nd Avenue
PO Box 42121
Portland, Oregon 97242-0121
Attn; Senior Vice Preafdent, Corporate Facilitiea
Facsimile No.: (503) 797-3539
with a eopy to:
Fred Meyer, Iric.
3800 SS 22ad Avenue
PO Box 42121
Portland, Oregon 97232-0121
Attn: Corporate Legal Department
Faceimile No.: (503) 797-7138
At such.time ae Declarant may convey Pareei #2 on Exhibit 2 to
Rembold Truats, Inc. ("Rembold"), notices to Rembold ahall be
sent to the following addresaee:
Rembold Trusts, Inc.
Suite 450
1022 SW Salmon Street
Portland, Oregon 97205
With a copy to:
Loie J. Portnoy, Eaq.
Suite 600-A
1130 SW Morriaon
Portland, Oregon 97205
In the absence of such notice of an Owner's addresa for notice
purposes under this Declaration, any notice under this
Declaration may be giveri to the address to which property tax
statements are delivered by the taxing authority. The person
and address to which notices are to be given may be changed at
any time by any party upon written notice to the other parties.
For the purpoaea of thie Declaration, aoticea will be
deemed given and effective upon the earlier of any of the
following: (i) the date of delivery of the notice or other
oW PnKrir RFA
LW"s"' 2 6
oaober ta, t99f!
document pursuant to this Section, as shown on the return
receipt or by the recorda of the courier, (ii) the date of
actual receipt of the notice or other document by the person or
entity specif ied pureuant to thia Section, or (iii) in the caee
of refusal to accept delivery or inability to deliver the
notice or other document, the earlier of (A) the date of the
attempted delivery or refusal to accept delivery, (B) the date
of the poetnoark on the return receipt, or (C) the date of
receipt of notice of refusal or notice of nondelivery by the
aending party.
15.13 AM_endmentq. Bxcept as otherwiee set forth
herein, this Declaration may not be modified, amended or
terminated nor will additional land be added to the Development
except by the written agreement of all Ownere (except that
Declarant's rights may be and will be transferable as described
in the definition of "Declarant"). An Owner may waive oae or
more of 3te righte uader this Declaration in writing signed by
the party, and such writing need not be recorded. Otherwiee,
no modification or amendment of any provieion of this
Declaration shall be bindi.ng unleas signed by all Ownere and
recorded in the real property records of the County in which
the Property is aituated.
15.14 Sffect of Declaratio~. Nothing in this
Declaration, exprese or implied, shall confer upon any peraon,
other than the Owners, aay right or remedies uader or by reason
of thia Declaration. The righta and remedies of tenaats and
other persons are limited to those contained ia the lease
agreements or other agreementa the Owners may bave with such
tenante or other pereone and to those rights and reinedies
otherwise explicitly conferred by such Ownere on such pereone.
Nothing in this Declaration shall prevent any Owner from
imposing on auch Owner's own tenants or other peraons being
granted rights of use, either expressly or by i.mplication, by
the Owner auch rules, regulations and regtrfctions as the Owner
may determine to be neceasary or appropriate.
15.15 Successors and Asaians. Every obligation
under this Declaration shall run with the land and shall be
binding upon all Ownere and upon the heirs, pereonal
repreaentatives, auccessors and assigne of each of the
foregoing. Any reference to Declarant or other Owner ehall
apply only so long ae the party owne property within the
Development (unlesa the context clearly requires otherwise, and
except ae otherwise provided in the definition of "Declarant"
with respect to tranafer of Declarant's righta), and thereafter
such reference ahrall be intended to apply to auch party's
succeasor or asaign. Any transferee of any Owner'e Property
shall automatically be deemed, by acceptance of title to auch
property, to have asaumed all of the obligationa aet forth in
UNE PAR'IY ItEA
u.°t420831
2 7
oaa~ 14, ~9~3
this Declaration relating to auch property. The Owner shall,
when such tranefer is consummated, be relfeved of all liability
that arises thereafter under this Declaration, but auch Owner
shall aot thereby be relieved of lfability that arose before
such time and which remaina unsatisfied. An Owner has the
right to aseign to any tenant(e) of the Owner ite righte and
obligations under thia Declaration throughout the term of the
lease ( s) to auch tenaat ( e) or for a ehorter time as the Owner
may agree, but this shall not release the Owner from its
obligations or liabilities under this Declaration. Without
limiting the foregoing, Declarant acknowledges that Reaibold has
the right to delegate or asaign to Smith's Home Furnishinge
Inc. ("Smith's") all of Rembold's rights and obligatione
hereunder (without releaee of Rembold or of its j oint and
several obligation and liability to Declarant) for the term of
Smith's leaae.
15.16 Effect of Invalidation. If any term or
provision of this Declaration or the application of it to any
person or circumstance ahall to any extent be invalid or
unenforceable, the remaiader of this Agreement or the applica-
tion of auch term or provision to persons or circumstances,
other than those as to which it is invalid or unenforceable,
shall aot be affected thereby, aad each term and provieion of
thfe Agreement shall be valid and ehall be enforced to the
extent permitted by law.
15.17 Not a Public Dedicat3on. Nothing cotttained in
this Agreement ahall be deemed to be a gift or dedication of
a.ny portion of the Development to the general public or for the
general public or for any public purpose whatsoever, it being
the iatention of the parties that this Declarat3on shall be
strictly limited to and for the purposea herein expresaed.
15.18 Lgo T?arxnership: Dieclaimer. No provisioa of
this Declaration or previoua (or subsequent) conduct or
acGivities of Declarant and/or preeent or aubeequent Owner(s)
will be construed: (i) as making Declarant and/or present or
subeequent Owner(a) a partner, joint venturer, agent or
principal of or with each other, (ii) as creating any express
or implied obligation for Declarant to construct a retail
building or other improvements on ita Parcel(e) or to develop
or operate the Development as a Fred Meyer retail development
or otherwiae, or (iii) as making Declarant and/or present or
subsequent Owner(s) reaponsible for payment or reimbureement of
any costs incurred by each other, whether or not such
development occurs (exceM as may be expreasly set forth herein
or as expresaly eet forth in the purchase and eale agreement,
development agreemeat or other written agreements executed by
the partiea). Whether and how Declarant may develop the
Development and its Parcel(s) are at Declarant'e discretion.
ONE PNC[Y RFA
11Ai 1= 1
OdsbW 14,199t1 28
No person will have any claim against (or right to recover any
damages or costa from) Declarant in the event Declarant doea
not develop the Development or its Parcel(s).
15.19 BAle and Sale-Leaseback Purchaser,.
Notwithatanding anything to the contrary contained in this
Declaration, it is expreasly agreed that in the event an Owner
sells its Parcel to an unaffiliated third party and thereafter
enters into a Prime Lease for such Parcel with auch third party
or its lesaee or sublessee (hereinafter referred to
collectively aa the "Prime Lesaor"), so long as the Owner is in
posaession of the property as a Prime Lessee, the parties
hereto shall look eolely to the Prime Lessee for (and the Prime
Lesaee shall be liable therefor) the performance of any
obligations either the Prime Lessee or the Printe Lessor ahall
have uader this Declaration, and the Pri.me Leesor shall not be
liable for any breach, non-compliance or failure to perform aay
obligation hereunder by the Prime Leasee or with reapect to its
Parcel.
15.20 Internre~ation. The eectfoa headinge and
table of contents in thie Declaration are for ease of reference
only and ehall not be deemed to define or limit the scope or
content of any of the tenms, cavenante, conditiong, or
agreements in thiH Declaration. In construing the proviaiona
of this Declaration and whenever the context so requires, the
use of a gender shall include all other genders, the use of the
eingular shall include the plural, and the use of the plural
shall include the eingular.
15.21 .A►xbitration. In the event a dispute arises
between the Ownere of Parcel8 #1 aad #2 out of or relating to
this Declaration, the diapute shall be aettled and finally
determined by arbitration, and the judgment upon the award
rendered may be entered in any court having jurisdiction
thereover.
Either Owaer of Parcela #1 or #2 may initiate
arbitration by aending written notice to the other ia the
manaer required herein, apecifying the subject o€ the dispute
in reasonable detail and demand for arbitration.
In the event arbitration ie initiated (by aotice, as
provided above), each party within ten (10) business daya
thereafter shall appoint an arbitrator who shall within ten
(10) business days thereafter jointly appoint a third
arbitrator. If a party fails to appoint an arbitrator within
the ten (10) bueiness day period, the other party may apply to
a court of competent jurisdiction for the appointment of the
second arbitrator. If the two arbitrators appointed by the
partiea fail to appoint a third arbitrator within the required
ONE PAEt'tY lifA
L1A11z#83.1 2 9
Odaba 14, t99C~
time period, either party may apply to a court of competent
jurisdiction for the appointment of the third arbitrator All
arbitratore shall be independent active or retired executivee
engaged in the real estate industry and shall have at least
five years' experience in the ownership and/or finance of
commercial retail propertiea in the State in which the
Development is situated. The arbitration shall be held in
Portland, Oregon (or ae the partiea otherwiae mutually agree).
The arbitration shall be conducted according to the procedures
of the arbitration statutea of the state in which the Develop-
ment is aituated Reviaed Code of Waehington, Chapter 7.04, and
the award shall have the effect provided therein.
The cost of the arbitrators and the reasonable
attorneys' fees and costs incurred by the parties in the
arbitration will be allocated between the parties by the
arbitrators in the arbitration award, as the arbitrators
derermine to be appropriate. It is agreed that the arbitratore
shall in no event have the right to modify or vary any of the
terms or provieions of this Declaratioa which shall in all
events prevail.
IN WITNBSS WHEREOF, the undersigned haa caused thie
inatrument to be duly executed ag of the day and year first
written above.
DE : ROUNnUP CO., a Waahiaqton
corporatioa
gy.
ONE PAlYtY RFA
tL011Ml13.1
Oaobtr 14, 1993 30
S,TATE OF )
- ) ss.
County of )
The foregoing instrument was acknowledged before me
this day of , 19 by
f
the of ROUNDUP CO., aWashington corporation,
on behalf of the corporation.
IN WITNSSS WHBRBOF, I have hereunto set my hand and
aff'ixed my official seal' the day and year fira,t above written.
Notary Public in,and for the
State of
Res`iding at :
My commission expiree:
ONE PAlt7Y RFA
11A1-1_?D831
oda~ 14, iM 31
ZXBIBIT 1
Legal Description of Parcels
ONC PAEt'IY RFA
UA11m83.1
Oatoba 14, 1M
MM-IBIT 2
Legal Description of Smitb'a Home Furniehinge/
Rembold Trust Par-`cel
ONE PAR1Y'RFA
1JA1.u0w '1
Odoba 14,140
3
~
S ite plati
orE gA%V c►
' i~;i 190
MESISIT 4
"Go Dark° Purchase Optioa Provisioae
This Exhibit contains terans relating to the righta of
the Owner of an Anchor Parcel to purchaae the other Anchor
Parcel under certain terms and conditions coatained in Sections
4.2 through 4.4 of the foregoing Declaration of Covenanta,
Conditione, Reatrictione and Baeements ("Declasation") dated
, 199 , pertaining to the Property described
therein:
1. DEFIrTITIONS.
.
Ae used in thie Exhibit, the "Owner" is the
Delivering Owner, the "Optionee" fa the Receiving Owuer, the
"Option Property" is the Parcel of the Delivering Owner, and
the "Option" is the option to purchase if the eventa in Sectfon
4.3 and 4.4 0f the Declaration occur. Capitalized texms not
otherwise defined herein will ha►ve the meaning atated in the
Declaration.
2. S~.T[JS QF THF OPTION PROPBRTY AND T, ITLE.
.
2.1 ,Access to the Option Property. During the
option period, Owner shall permit Optionee or its authorized or
deeignated repreeentatives or ageats to enter upon the Option
Property at reasonable times upon reasonable advance notice (ae
to the date, time and purpoae for the entry) for the purpose of
examining the Property.
2.2 Conduct IIntil Closinq. From the date of thie
Option until the closing date after any exerc3ae of the option
referenced below, Owner will maintain the Option Property and
shall pay all liens or property taxee and aesesemente imposed
on the Option Property.
2.3 Outetandinq Aqreementq. Owner will not enter
into any leases, occupancy agreementa or other agreements
affecting the operation or uae of the Option Property which
will be binding on Optionee after the closing of purchase if
the Option is exercised, except as may be reasonably approved
in writing by Optionee during the oprion period, except for any
Prime Lease or financing as referenced in Section 4.3 of the
Declaration, and except for leases aad tenancies entered into
in arm's length transactiona with third partiee.
2.4 Title Renort. ,As soon as practicable after
exerciee (if any) of the Option, the parties will cauae to be
furnished to Optionee a preli.minary title report (with full
copies of any exceptfons) from First Anterican Title Insurance
OIdB PAR7Y RFA
UMtM 1
Otlobtr 14, i99t3
Company (or other title company mutually acceptable to the
parties) ("Title Company") ehowing its willingnesa to iasue
title insurance on the Option Property.
2.5 Resciseion of AQreement. If the title report
described in Section 2.4 showa any exceptions other than
existing as of the date of recordation of the Declaration and
taxes, aesessmente aad local improvennent diatrict asseaements,
or as subsequeatly approved by Optioaee, Owner is reaponeible
for obtaining a release or diacharge of such matters. If Owner
is unable to elfminate any disapproved exception, Optionee may
elect, at its option, to rescind thie Option by notice to the
other party. In such event, all obligations of the parties
under thie Ogtion shall thereafter cease, ualeee Optionee
natifiea Owner within 10 days after auch resciseion that
Optionee electe to wa3.ve ita privr diaapproval of the
excegtion.
3. = SING PR,rQCFDTJ,EE.
3.1 pgte of Closinq. This traneaction shall be
closed on a date eelected by Optionee and reaeonably acceptable
to Owner, within 30 days after exerciae of the Optioa and
determination of the purchase price pursuaat to Sectione 4.2
through 4.5 of the Declaration (the "Closing Date").
3.2 Prorations. At closing, praperty taxes
(n$xpenses") shall be prorated and adjusted betweea the partiea
as of the Cloafng Date.
3.3 Manner and Place of ClosiM. ThiB traaeaction
ehall be cloaed fn escrow by an officer of the Title Company at
its main office in Portland, Oregon, or as otherwise mutually
agreed by the parties. Closing shall take place in the manner
specified ia this Option.
3.4 ClosinQ. On the Cloeing Date, this transaction
will be cloaed as follows:
(a) The prorations described in Section 3.2
will be niade and the parties shall be charged aad credited
accordingly.
(b) Owner will convey the Option Property to
Optionee by etatutory warranty deed, subject to no liena or
encumbrancea, other than those permitted under Section 3.5.
Owner will execute a"non-foreign pereon" FIRPTA affidavit, in
form reasonably acceptable to Optionee.
oNE PaRnr Rsa
LJ.JD112001
Odnbai id, 1990
(c) Optionee shall pay to Owner in cash the
total purchase price for the Option Property, adjusted for the
charges and credits set forth above.
(d) The Title Company shall have delivered a
commitment letter coIIanitting to issue the policy described in
Section 3.5, upon recordatfon of the closing documenta.
(e) Owner eha;Ll be charged the amount required
to obtain release of liens (if any). Optionee shall be charged
the recording fees for the deed. Owaer shall be charged the
premium for the owner'e title insurance policy and the State
and Caunty excise and documeatary atamp taxea. The escrow fee
shall be divided equally between the parties.
3.5 Titie insuranee. As soon as practicable after
the Cloaing Date, Owner shall furnish Optioaee with an owner's
atandard coverage policy of title ineurance in the amount o€
the total purchase price for the Option Property, aubject only
to the standard printed exceptions of the Title Company, and
exceptions for the matters under Sectioa 2.4.
3.6 Pogsegsion. Owner will deliver poseesaion of
the Option Property to Optionee on the Cloeing Date, subject to
the tezms of all then exieting leases and tenanciee entered
into at arm's length With third parties.
4. TgRNlINATIOlq.
This Option shall expire at the end of the option
period specified in Section 7 below, if the Option hae not been
previously exercised. In the event Owner should fail to close
this transaction (other than as a result of Optionee's failure
to exerciae the Option or perform aptionee's obligations under
this Option), Optionee shall be entitled to a refund upon
demand of any moneys deposited with Title Company in connectioa
with the Option, and Optionee shall be entitled to aIl remedies
ailowed at law and equity for breach of contract, including the
right to enforce apecific performance of this Option.
5. FAILURE TO EXERCISE OPTION.
In the event Optionee does not exercise the Option
wi.th the option period specified below, Optionee shall, upon
Owner'e reque9t, execute such documents as Owner may provide
and reasonably require to evidence the expiration or termina-
tion of this Option.
ONE PAR'IY RFA
LIXDi-12D831
Ottaba 14, 1943
6. GENERAL PROVISIONS.
6.1 Hindinq gffect. Thie Option shall be binding
upon and inure to the benefit of the parties, their auccessors
and assigna, as Owners of an Anchor Parcel.
6.2 rokers. Bach party will defend, indemnify and
hold the other party harinlese from any claim, loes or liability
made or impoeed by any party claimi.ng a commission or fee in
connection with this transaction and arieing out of its own
conduct.
6.3 Prior Agreemente. T'his document is the eatire,
final and complete agreement of the parties with respect to
Optionee's option to purchaae the Option Property and super-
sedea and replaces all written and oral agreemente previously
made or exiating between the parties or their representatives
with respect to this Option.
6.4 Other General P_rovieione. The terms of this
Option include all General Provieione contained in the
Declaration.
7. OPTION Pl3RIOD .
The Option may be exercised by Optionee only during
the following time periode: it is exercieable only if a"go
dark" event occure ae deecribed in Section 4.3 of the
Declaration (and not covered by either aubeectioa (i) or (ii)
thereof) and during the time periods apecified thereia.
ON6 PAR'iY RFA
tL01-1m 1
Odoba U, i90
E__IBIT , 5
Pre-Approved Liat for Potentrial Fxclueivity
Commitments by Declarant
ISec,tfion 4 )
i. A sit-down,or pfaat foodp restaurant operation.
2. Bauak, savings and loan asErociation, credit union or other financial inatitutioa.
3. A gasolinetproduct aervice eatatioa, automotive tire
aales operation or automotive aexvice etatioa.
4. Video rental s'tore.
5. Dry cleaners.
6. Bapresso, coffee producta or beverage vendiag
operation.
7. Fa;bric Sehop.
QIC FAR1Y RFA
1LO1-12083.1-
Oesobv 14, IM
ASK W • •
AOF r ~4or En ine
IM, Inc.
v
~ C' ' Desigri and Land Plartning
Pdnc4mls:
September 23, 1993 Peny M raylo'', PE
Stanley R Sttrhng
Mark A Aronson, PE
Mr. Bill Hemmmgs nawd c rarmn, PE
Spokane County Engineers
West 1026 Broadway '~0~~
Spokane, Washin,gton 99260 scoct M Busdi, PE
Subject: Drainage Report for Smith's Home Furnishings - Sullivan Site
Dear Mr. Hemmings:
Enclosed ue the calculations and data for the drainage report for the subject project. Procedures
used are as oudined in the "Guidelines for Stormwater Management" as published by the
Spokane County Engineers with revisions as of 4-I5-86. The format usod is as follows:
Project Description
Methodology
Sods
TopograPhic Data Q'FFr~IAL pUSLtC pO,CUMENT
Demograpluc Data SPOKkNE GbUWTY ENGlN~EFrg OFFiCE
Rainfall Data ORIGINAL
Proposex~ Runoff Control Methods of Disposal pSu~a.lEC~~,~
Peak Flow, Volume and Disposal Calculations a. Hydrology Computations RETURN ~ ~UNTy ENGINEER
b. Inlet Capacities
c. DetentionlRetention Storage Capacities
d. Stormwater Piping System Capacities
Remarks
Following your review, I would be happy to answer any questions you may have regazding this
report.
Siacerely,
TAYLOR ENGINEERING, INC.
~V
f)!~d 4PAW
Mark Aronson, P.E.
Project Manager
Enclosures
SAJ/try/93028/HemmMs/092393
W 108 Mlsston Ave • Spokane. WA 98201 0 (549) 328,3971
FAX (509) 328-8224
~ o e
inc.
~ or J ~ermg,
C.- . I)esigan and Land P 'n, g Prin-
~
Perry M Taylor, PE
Stanley R Stfrltng
Mark A Aronson, PE
Dawd C Larsen, PE
nFUMnvAGE REPoRa
ASSOCLites:
FOR sc.on M Busch, PE
S1Vil[TH'S SOME F'CJRNISHIlNGS SULLIVAN SITE
Prepared : September 23, 1993 By: Sandra Johnson
Tay,lor Engineering, Inc.
West 106 Mission A.oenue
Spokane, Washington 99201
(509) 328•3371
~ p, aRONs
~o¢ wa~ p
1o 24681
~ss~oNAL
- G
~ EXPIRES
W' 106 Misslon Ave • Spokene, WA 99201 e(509) 328,9371
FAX (609) 32848224
TABLE OF CONTENTS
Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
Soils Pagel
Topographic Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
Demographic Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
Rainfall Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2
Methods of Runoff Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2
Methods of Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2
Peak Flow, Volume and Disposal Calculations . . . . . . . . . . . . . . . . . . . . . . Page 2-3
a. Hydrology Computation . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2
b. Inlet Capacities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3
c. Detention/Retention Storage Capacities . . . . . . . . . . . . . . . . . . . Page 3
d. Stormwater Piping System Capacities . . . . . . . . . . . . . . . . . . . . Page 3
Remarks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 4
ATTACHfNENTS
Soils Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment "A"
Vicuuty Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment "B"
4ffsite Drainage Areas. . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment "C"
Fred Meyer Drainage Basin Plan . . . . . . . . . . . . . . . . . . . . . . Attachment "D"
DRAINAGE REPORT
for
SMITH' S HOME FURNLSHINGS - SULLIVAN SITE
Project Description:
This project is a commercial developmeni of 3.5 acres. It includes one major building
of approximately 50,000 square feet. The project is on the east site of Sullivan Road,
north of Sprague Avenue. The site was previously unoccupied. This site was previously
evaluated with the Fred Meyer project. (GSM)
Methodology:
The procedures as outlined in "Guidelines for Stormwater Management" as published by
Spokane County Engineers was followed. The rational method is used with a 10 year
retuin frequency for on site drainage and the computer program TR-55 by Haestad
Methods was used with a 50 year retura frequency for off site drainage flowing on to the
site.
Soils: (See map, Attachment "A")
Soils are classified as GgA - Garrison Gravelly Loam in accordance with the "Soil
Survey, Spokane County Washington, 1968".
GgA - 0 to S percent siopes. Gravelly, medium-texhued, somewhat excessively drained
soils formed in gravelly glacial outwash material from a variety of acid, igneaus
parent rock; on nearly level to moderately sloping terraces; depth to mixture of
sand, gravel, and cobblestones ranges from 2 1/2 to 5 feet. This soil group is
acceptable for drywells per the GSM.
Topographic Data: (See map, Attachment "B
The site generally slopes to the south with grades varying from 1% to 2%.
Demographic Data:
The site is currently unoccupied. Upon completion this site will contain a Smith's Home
Furnishings Store. The new Fred Meyer's under construction is directly east of this
building.
Drawage Report, Smith's Home Furnishings - Sullivan Site Page 1
September 23, 1 993
Rainfall Data:
Data used is in accordance with Figure 2, page 6-3 of the "Guidelines for Stormwater
Management", by Spokane County Engineers. A 10 and 50 year return frequency events
are used. This chart is included on Page 5 of this report.
'/Methods of Runofi' Control:
Control will be by existing Basias "D" and "E" from the Frei Meyer project at Sprague
and Sullivan (see Fred Meyer Basin Maps, Attachmenis "C" and "D"). Basin "D" flows
overland to a grass percolation area and drywells located in the southwest corner of the
Fred Meyer site. Roof areas will be piped direcdy to the grass percolation area northeast
of Fred Meyer. Basin "E" contains both offsite and onsite drauiage areas, all of which
will flow overland to the grass percolation area northeast of Fred Meyer. The grass
percolation areas have been sodded with the Fred Meyer project. All grass percolation
areas were previously sized for this development,
ethods of Disposal:
Two (2) grass percolation areas installed with the Fred Meyer project are utilized; Swale
"E" and Swale "C". Swale "E" contauis eight (8) type "B" Spokane County Staadard
double depth drywells and Swale "C" has iwo (2) type "B" Spokane County Standard
double depth drywells. Swale "E" drywell capacities were sized using a 50 year off site
storm, while Swale "C" drywell capacities were sized using a 10 year on-site storm.
Peak Flow, Volume and Disposal Calculations:
a. Hydrology Computadons:
As previously stated, drainage for the entire Smith's site has been previously
accounted for with the development of the Fred Meyer project. As can be seen
on the Fred Meyer Basin Map, the parking areas arowad the Smith's pad remam
the same with the majority lying south of the building and included in Basin "D"
calculations. Basin "D" calculations have been included for reference. The
Smith's building pad and some parking area east of the pad are included in Sasin
"E" calculations. At the time Fred Meyer was completing design, it was
unlaiown what would occupy the Smith's pad. In order to provide for a worst
case scenario, we assumed the entire pad area to be impervious area re,quiring
208 treatment (see calculation for "Pad in northwest corner of sitre", from Fred
Meyer project). Using the runoff calculated for the entire pad area, a pipe was
sized to convey the nutoff to Swa1e "E", northeast of Fred Meyer. Now that a
building layout has been finalized for tlus site, we have recalculated the pipe
flows based on the new design. Pipe calculations are included.
Drainage Report, Smith's Home Furmsbmgs - Sullhvan Site Page 2
September 23, 1993
b. Inlet Capacities:
Inlets used were provided in the Fred Meyer project and copies of the pertinent
calculation are included. No addidonal curb cuts are required for Smith's Home
Furnishings.
The locations of existing curb cuts are at the low spot of each basin. Curb cuts
are depicted on the Fred Meyer Basu1 Map and individual calculations can be
fouad in the following pages. If a flowrate is generated that exceeds the flowrate
of the curb cut, then drainage will flow over the curb and still flow to the 208
area.
c. Detention/Retention Storage Capacities:
Grassed percoladon areas were calculated to hold the first 1/2" runoff over the
entire parking lot and mof areas. See Calculations on pages 6 through 15. Grass
percolation areas are a minimum of 6 inches deep.
d. Culvert and Pipe System Capacities:
Pipe diameters were calculated to handle each dra.inage basins peak nuioff for a
10 year storm event. Piping calculations were completed using a headwall
entrance condition however, manholes and inlets in the pipmg system are
channeled which should pmvide a conservative result.
Fiping was designed and sized using a culvert analysis approach starting at the
outlet end and working upsmeam. Tailwater for the outlet was set at 8" above
bottom of swale to account for depth of ponding. The node referenced shows the
results of the downstream pipe analyzed. The following are results of the
analysis:
Flowrate @ Doanstream Tailwater Headaater Intet Grate or
Node Node (CFSI &e Sm Ttl Elevadon Eievation Cover Elev.
0 3 50 10 16 17 1970 2540
1 3 50 10 19.70 21.79 2480
2 1 56 10 21.79 21 95 2480
3 1 56 10 21 95 22 56 2540
4 1 00 67 1970 2005 2400
1 00 67 2005 2066 2400
The headwater created at each node was greater than .9' below the inlet grate or
cover. Therefore the piping system should be adequate for the 10 year event.
A node schematic and analysis informadon can be found on sheets 21 through 43.
Drainage Report, Smnh's Home Furnishings - Sullivan Site Page 3
September 23. 1993
Remarks:
The above described system of stormwater contral will pmvide the quality and quantity
controls as outlined in the "5pokane County Stormwater Management Gufde" far Sauth's
Hame Furnishings - Svllivan Site.
*Note• Colored pages in this report are calculations exclusively for the Smith's
Home Furni,shings praject. VI3ite pages are capies of calculation done
previously for the Fred Meyer project, but agply to the Srnith's project.
Drainage Report, Srnith's Home Furnishmg,s - Sultivan Site Fage 4
Seps,ember 23, 1993
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]HYDROLOGY COMIPUT J MIOPdS
ANDI
DE T ~ ~~(]N' ~ ~ TE1MOIV STORAGE CAP~CITTES,
- ~ - _ - - _ - - - - - _ - - -
s
~
~
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.
iAYLOR ENGINEERING, INC.
W. 106 MISSION A1JE.9 SUiTE 206
SPOKANE, WA. 99201
RATIONAL METNOD
FILENAME: FREDD 10 YEAR RETURN FREOUENCY
PROJECT: FRED MEYERS-SPRAGUE AVE.
DATE: JAN-47-93
TOTAL AREA (AC) 2.76
DESIGNED: S. JOHNSON
CHECKED: M. ARONSON
BASIN: D
~ (2) ~ (3) ~ (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
ROADS, ASPHALT, ROOFS & S/W ; 111571 ; 0.9 ; 100413.9
LANDSCAPE AREA ; 8583 ; 4.2 ; 1716.6
' 0 ; 0.9 ; 4
PASTURE ; 0 ; 0.3 ; 0
OFF SITE RESIDENTIAL ; 0; 0.25 ; 4
0
, .
0
0
'
TOTALS 120154 102130.5
DEVELOPED "C" = 0.85
TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
MAXIMUM RUNOFF RATE(CFS) 0= CiA
OVERALL: 7.46
ROADS ONLY: 7.33
SWALE VOLUME REQUIRED: ASHALT AREA x 1/2"
4649 CUBIC FEET
9298 SOUARE FEET 0 .5' DEPTH
PROJECT SWALE: -
SEE PROJECT SWALE FOR HASINS C AND D
I
~
~
tAYLOR ENGINEERING, INC.
W. 106 MISSION AVE., SUITE 206
SPOKANE, WA. 99201
RATIONAL METHOD
FILENAME: FM-CND 10 YEAR RETURN FREOUENCY
PROJECT: FRED MEYERS-SPRAGUE AUE.
DATE: JAN-7-93
TOTAL AREA (AC) 5.14
DESIGNED: S. JOHNSON
CHECKED: M. ARONSON
BASIN: C & D
~ (2) ~ (3) ~ (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
ROADS, ASPHALT, ROOFS & S/W ; 185456 ; 0.9 ; 166910.4
LRNDSCAPE AREA ; 38450 ; 0.2 ; 7694
' 0 ; 0.9 ; 0
PASTURE ; 0 ; 0.3 ; 0
OFF SITE RESIDENTIAL ; 0; 0.25 ; 0
0
0
4
TOTALS 223906 174600.4
DEVELOPED "C" = 0.78
TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
MAXIMUM RUNOFF RATE(CFS) Q= CiA
OVERALL: 12.75
ROADS ONLY: 12.18
SWALE VOLUME REOUIRED: ASHALT AREA x 1/2p
7727 CUBIC FEET
15455 SOUARE FEET C+ .5' DEPTH
PROJECT SWALE: _
SWALE C PROVIDES 8000 CF OF STORAGE VOLUME
~~-~Is PAa t;, -7
~ ~
_ ~
BOh'STRING NETHOD DATE JAN-07-93
DETENTION BASIN DESIGN
Prepared by
PROJECT-FRED MEYERS-SPRaGUE & SULLIVAN TAYLOR ENGIhEERING
BASIN NO- C
Time Increment (min) ; 5.00 ;
Time of Concentration (min) ; 5.00 ; FILEnANE: FREDC
Outflow (c.f.s.) ; 2.00 ;
Design year flow (yr) ; 10.00 ;
Area (acres) ; 5.14 ;
Developed "C" factor ; .78 ;
#1 ; 02 ; #3 ; #4 ; #5 ; :6 ; #7 ;
Time Inc. ;Time Inc. ;Intensity ; Q dev. ; Y in ; V out ;Storage ;
(min) ; (sec) ;(in./hr.) ; (c.f.s.) ; (cu, ft.) ; (cu.ft.) ; (cu.ft.);
101 * 60) ; ;(A*C*#3) ;(see below) ;(outflow*#2) ; (05-#6) ;
5; 300 ; 3.13 ; 12.75 ; 5125 ; 600 ; 4525;
10 ; 600 ; 2.24 ; 8.98 ; 6304 ; 1200 ; 5104;
15 ; 900 ; 1.77 ; 7.10 ; 7110 ; 1800 ; 5310;
20 ; 1200 ; 1.45 ; 5.81 ; 7569 ; 2400 ; 5169;
25 ; 1500 ; 1.21 ; 4.85 ; 7772 ; 3000 ; 4772;
30 ; 1804 ; 1.04 ; 4.17 ; 7931 ; 3600 ; 4331;
35 ; 2100 ; .91 ; 3.65 ; 8034 ; 4200 ; 3834;
40 ; 2400 ; .82 ; 3.29 ; 8225 ; 4500 ; 3425;
45 ; 2700 ; .74 ; 2.97 ; 8313 ; 5400 ; 2913;
50 ; 3000 ; .68 ; 2.73 ; 3457 ; 6000 ; 2457;
55 ; 3300 ; .64 ; 2.57 ; 8729 ; 6600 ; 2129;
60 ; 3600 ; 061 ; 2.45 ; 9054 ; 7200 ; 1854;
65 ; 3900 ; .6 ; 2.41 ; 9627 ; 7800 ; 1827;
70 ; 4200 ; 058 ; 2.33 ; 10004 ; 8400 ; 1E04;
75 ; 4500 ; .56 ; 2.25 ; 10332 ; 9000 ; 1332;
80 ; 4800 ; .53 ; 2.12 ; 10416 ; 9600 ; 816;
85 ; 5100 ; .52 ; 2.08 ; 10845 ; 10200 ; 645;
90 ~ 5400 ; .5 ; 2.00 ; 11029 ; 10800 ; 229;
95 ; 5700 ; .49 ; 1.96 ; 11398 ; 11400 ; -2;
100 ; 6000 ; .48 ; 1.92 ; 11743 ; 12000 ; -257;
0
Vin= 1.34*0 dev*tfortcTc
Vi n= Q dev * t¢. 34 * Q dev * Tc for t> Tc
~
~ GA ?Ab6 8
~
Quick TR-55 Ver.5.46 S/N:1315430222
Executed: 17:02:18 01-07-1993
FRED NEYERS-SPRACUE 8 SULLIVAN
DEVELOPED CONDITION
BASIN E - FREDE
RREA TINES TEN
RUNOFF CURYE NUN,BER DATA
Composite Area: SU6AREA #1
AREA CN
SURFACE DESCRIPTION (acres)
Type B, RESIDENTIAL, 1/2 AC. 73.09 70
Type B, ASHPALT 34.28 93
Type 89 ROOF & SIDEWALK 58.83 98
Type B, LANDSCAPE 41.22 61
Type B, PASTURE 11.60 61
COMPOSITE AREA 219.12 79.7 ( SO )
M
~UTWS AtiG g
-PNIS
40
uick TR-55 Ver.5.46 S/N:1315430222
_xecuted: 17: 01: 09 01-07-1993 b: FREDE. TCT
FRED MEYERS-SPRAGUE I SULLIVAN
DEYELOPED CONDITION
BASIN E - FREDE
Tc COMPUTATIONS FOR: SUBAREA #1
SHEET FLOW (Applicable to Tc only)
Segment ID A
Surface description MEDIUM GRASS
Nanning's roughness coeff., n 0.2000
Flow length, L(total < or = 300) ft 300.0
Two-yr 24-hr rainfai 1, P2 in 1.400
L2nd slope, s ft/ft 0.0067
0.8
.007 * (n*L)
T = hrs 1.16 = 1.16
0.5 0.4
P2 * s
SHALLOW CONCENTRATED FLOW
Segment ID 8
~ Surface (paved or unpaved)?
Flow length, L ft 0.0
Watercourse slope, s ft/Tt 0.0000
0.5
Avg.V = Csf * (s) ft/s 0.0000
where: Unpaved Csf = 16.1345
Paved Csf = 20.3282
T= L/(3600*V) hrs 0.00 = 0.00
CF?ANNEL FLOW
Segment ID
Cross Sectional F1cw Area, a sq.ft 0.00
h'etted perimeter, Pw ft 0.00
Hydraulic rEdius, r = a/Pw ft 0.000
Channel slope, s ft/ft 0.0000
Manning's roughness coeff., n 0.0000
2/3 1 /2
1.49 * r * s
V = ft/s 0.0000
n
Flow length, L ft 0 GA1RG MOt 10
~ T= L/(3600*V) hrs 0.00 = 0.00
_ ~
TOTAL TIME (hrs) 1.16
ouick TR-55 Version: 5.46 S/N: 1315430222 Page 1
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPN METHOD
Type II. Distribution
(24 hr. Duration Storm)
Executed: 01-07-1993 16:52:57
Wate rshed file: B:FREDE MOP
Hydrograph file: B:FREDES.hYD
FRED MEYERS-SPRACUE & SULLIVAN
DEVELOFED CONDITION
BASIN E - FREDE
AREA TINES TEN
Input Parameters UsEd to Compute Hydrograph
Subarea AREA CN Tc * Tt Precip. ; Runoff Ia/p
Description (acres) (hrs) (hrs) (in) ; (in) input/used
SUBAREA #1 219.12 80.0 1.25 0.00 2.40 ; 0.82 1.21 .21
-
* Travel time fror subarea outfall to ccmposite watershed outfall point.
I Subarea where user specified interpolation between Ia/p tables.
Total area = 219.12 acres or 0.3424 sq.mi
Peak dischZrge = 78 cfs ;pp• 7,0 CFS
Computer Nodifications cf Input Par2meters
- -
Input Values Rounded Values Ia/p
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Oescription (hr) (hr) (hr) (hr) (Yes/ho) Messages
,
SUSAREA #1 1.16 0.00 1.25 0.00 Yes
* Travel time from subarea outfall to composite watershed outfall point.
1 "
GAvTlIS PAb E., I
lick TR-55 Version: 5.46 S114: 1315430222 Page 2
Return Frequency: 50 years
TR-55 TABULAR HYDROGRAPN METHOD
Type II. Distributian
(24 hr. Duration Storm)
Executed: 01-07-1993 16:52:57
Watershed file: B:FREDE MOP
HydrograFh file: 6:FREDE5.hYD
FRED MEYERS-SPRACUE & SULLIVAN
DEVELOPED CONDITION
BASIN E - FREDE
AREA TINSES TEN
Summary of Subarea Times to Peak
Peak Discharce at Time to Pezk at
Composite Outfall Composite Outfall
Subarea (cfs) (hrs)
SUBAREA #1 78 13.0
_ Compos i te Vr'ate rshed 73 13.0
1
7 PA e;;
6 d~ 12
~ r -
f
ick 7R-55 Version: 5.46 S/N: 1315430222 Page 3
Return Frequency: 50 years
TR-55 TABULAR HYDROGR4PH METHOD
Type II. Distribution
(24 hr. Duration Storm)
Executed: 01-07-1993 16:52:57
Wate rshed file: B:FREDE MOP
Hydrograph file: B:FREDES.HYD
FRED MEYERS-SPRAGUE 8 SULLIVAN
DEVELOPED COh'DITION
BASIN E - Ff EDE
AREA TIMES TEN
Composite Ftydro5rzph Summary (cfs)
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4
Gescription hr hr hr hr hr hr hr hr hr
SUBAREA #1 1 2 2 3 4 5 S 14 23
T (cfs) 1 2 2 3 4 5 3 14 23
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
CESCription hr hr hr hr hr hr hr hr hr
SU6AREA #1 34 47 59 68 78 70 58 46 37
Total (cfs) 34 47 59 68 78 70 58 46 37
Suba rea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
SUBAREA +1 31 24 19 15 13 11 9 8 8
Total (cfs) 31 24 19 15 13 11 9 8 8
~ barea 18.0 19.0 20.0 22.0 26.0 ~
-nis ~
~ ription hr hr hr hr hr c~1 ri i3
.-s~~~~~~~~------M-------------M-----------------s--
SUBAREq #1 T 6 6 4 0 24
-
Tota1 (cfs) 7 " 6 6 4 0
TAYLOR ENGINEERING, INC.
W. 106 MISSION AVE., SUITE 206
SPOKANE, WA. 99201
RATIONAL METHOD
FILENAME: SMITH-W 10 YEAR RETURN FREOUENCY
PROJECT: SMITH'S NOME FURNISHINGS
DATE: 08-Sep-93
TOTAL AREA (AC) 0.54
DESIGNED: S. JOHNSON
CHECKED:
BASIN: WEST HALF OF SMITH'S ROOF
~ (2) ~ (3) ~ (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
ROADS & ASPHALT - 208 REaD 0.9 ; 0
ROOF AREA - 208 REaD ; 23712 ; 0.9 ; 21340.8
SIDEWALKS - 208 NOT READ 0.9 ; 0
LANDSCAPE AREAS 0.25 ; 0
RESIDENTIAL AREA 0
0
0
0
.
TOTALS 23712 21340.8
DEVELOPED "C" = 0.90
TIME OF CONCENTRATFON (P7IN): LESS THAN 5 MIN.
RAINFALL iNT£NSITY (IN/HR):(i) 3.18
MAXIMi1M RUNOFF RATE(CFS) A= CiA
OUERALL: 1.56
ROADS ONLY: 0.00
SWALE VOLUME REQUIRED: ASHALT AREA x 1/2"
988 CUBIC FEET
1976 SQUARE FEET @ .5' DEPTH
PROJECT SWALE:
SWALE AREA PROVIDED IN SWALE "E" IN
THE FRED MEYER PROJECT, SEE CALCULATIONS
BASIN "E" INCLUDED WI7H THIS REPORT ~
~ 4
ONO
TAYLOR ENGINEERING, INC.
W. 106 MISSION AVE., SUITE 206
SPOKANE, WA. 99201
RATIONAL ME?HOD
FILENAME: SMITN-E 10 YEAR RETURN FREDUENCY
PROJECT: SMITH'S HOME FURNiSHINGS
DATE: 08-Sep-93
TOTAL AREA (AC) 0.58
DESIGNED: S. JOHNSON
CHECKED:
.
BASIN: EAST HALF OF SMITH'S ROOF
AND TRUCK DOCK AREA
~ (2) ~ (3) ~ (4)
TYPE OF SURFACE ;SQUARE FOOTAGE;RUNOFF COEFF. ; (2 x 3)
ROADS & ASPHALT - 208 REQD ; 1853 ; 0.9 ; 1667.7
ROOF AREA - 208 REQD ; 23287 ; 0.9 ; 20958.3
SIDEWALKS - 208 NOT REDD 0.9 ; 0
LANDSCAPE AREAS 0.25 ; 0
RESIDENTIAL AREA 0
, Q
0
0
TOTALS 25140 22626
tTEVELOPED "C" = 0.90
TIME OF CONCENTRATION (MIN): LESS THAN 5 MIN.
RAINFALL INTENSITY (IN/HR):(i) 3.18
MAXICIUM RUNOFF RATE(CFS) Q = CiA
OVERALL: 1.65
ROADS ONLY: 0.12
SWAIE VOLUME REAUiRED: ASHALT AREA x 112"
1448 CUBIC FEET
2095 SAUARE FEET @ .5' DEPTH
PROJECT SWALE:
SWALE AREA PRQUIDED IN SWALE "E" IN
TNE FRED MEYER PROJECT, SEE CAICULATiOiJS
BASIN "E" INCLUDED WITH THIS REPORT ~
?Ate 15
INLET CAPA -CITIES'
I~"CT NUMBER C LENGTH 4.0 STATION EAST SWALE C
fOTAL PEAK DISCHARGE = 2.50 ( cfs ) Gov►S+¢wa~u~,
~
1UTTER SLOPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT INSTA~
(2) A-' ~213
pgogs-TD
e~s
3PREAD AT A SLOPE OF .020 ( f t./f t.) AND 1.25 ( cfs ) I S 6.92 ( f t.) P(,a ~'~g5
fiD7AL. ZutoFF
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (ft) = 7.60 H(ft) = 0.500
DEPTH OF WATER (ft) = 0.27 SPREqD (ft) = 13.67
NLET NUMBER D LENGTH 5.0 STATION WEST BASIN D
TOTAL PEAK DISCHARGE = 3.67 (cfs)
'sUTTER SLOPE = 0.0200 FT/FT PAUEMENT CROSS SLORE = 0.0200 FT/FT
3PREAD AT A SLOPE OF .020 ( f t./f t.) AND 2.44 ( cf s) I S 8.89 (f t.) P9-CP5 TO
MNEx-G 7033 C'S
XXXXXY.XXXX CURB INLET IN A SUMP XXXXXXXXXX 'T"p'rA1,~ ~~~OFr
EfFEC. LENGTN (ft) = 8.60 N(ft) = 0.540
-DEPTH OF WATER (ft) = 0.33 SPFEAD (ft) = 16.26
NLET NUMBER E1 LENGTH 2.0 STATION SE SWAIE E
7QTAL PEAK DISCHARGE = 2.34 ( cf s) (rw M- r`)
UTTER SLOPE = 0.0200 FT/FT PAVEMENT CROSS SIOPE = 0.0200 FT/FT
PREAD AT A SLOPE OF .020 ( f t./f t.) AND 1.56 ( tf 5) I S 7.52 ( f t.)
XXXXXXXXXX C!!RB ItJLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (ft) = 5.60 H(ft) = 0.500
DEPTH OF WATER (f t) = 0.32 SPREAD (ft) = 16.03
~
PAd~ 10
~ ~
----c========----------------------
Ip"-T NUMBER E2 LENGTH 3.0 STATION NE SWALE E
IOTAL PEAK DISCHARGE = 2.89 (cfs) (PWRATeD)
3UTTER SLOPE = 0.0200 FT/FT PAUEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .020 (ft./ft.) AND 1.93 (cfs) IS 8.14 (ft.)
XXXXXXXXXX CUR3 INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (f t) = 6.60 H(ft) = 0.500
DEPTH OF WATER (ft) = 0.33 SPREPD (ft) = 16.54 _
INLET NUMBER E3 LENGTH 4.4 STATION WEST SWAIE E
TOTRL PEAK DtSCHARGE = 2.57 ( cfs ) (PWR-A-lie-D)
3UTTER SLOPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
3r s:tAD AT A SLOPE OF .020 ( f t./f t.) RND 1.29 ( tf s) I S 7.00 ( f t.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH (ft) = 7.60 H (ft) = 0.500
DEPTH OF WRTER (ft) = 0.28 SPREAD (ft) = 13.92
INLET NUMBER F LENGTH 4.0 STATION SWALE F-TYP.
TOTAL PEAK DISCHARGE = 0.19 (cfs)
lNsr.~u~~
'sUTTER SLOPE = 4.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT /3~ 4/ Iuf~(,~
l.
33PREAD W W/T SW SW1SX Eo a S' W SE DRQ PS lZ7
3.41 2.0 0.59 0.4204 1.0 0.91 2.0 0.083 0.095 HANpe ,~'j?CF.S
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX ~~OFF
REOUIRED LENGTH (ft) = 4.5 EFFICIENCY= 0.98
CFS INTERCEPTED= 0.19 CFS CARRYOVER= 0.40
5 ~4E~G '7
9At~l
~
PIPE SYSTEM CAPACII'IES
~
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CURRENT DATE: 09-22-1993 FILE DATEs 09-48-1993
CURRENT TIME: 15:23s11 FILE NAf9Es SHF-Nt0
' ~*#**Ac**#*#**#Ac~K**~c~c~t#~c*~~K~c*~c~K~c**~c~c~K#~~c~k*8t*Ac~k~#~t~t#~*~c~t****fc~c~C**#~c~~#~C****~*#**~C*
FHWa CULUERT ANtALYSIS
~**#~k~c~#***~~~#***~~~C***~C* HY-8, UERSION 4.0 *it~C~c~C*~C*~**Ac**~*~k**t*#***~t
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; C; SiTE DATA ; CULVERT SHAPE, [9ATERIAL, INLE7 ;
; u ;--1-M-N----------------;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-------------;
; L; INLET OUTLET CULVERT ; HARAELS ~
; V; ELEV. ELEV. LENGTH ; SHAPE SPAN RISE 19ANNING INLET ;
; q; (FT) (FT) (FT) ; MATERIAL (FT) (FT) n TYPE ;
+ - ;
I
; 1; 18.25 16.04 248.68 ; 1 RCP 1.00 1.00 .013 CONVENTIONAL;
2 . 3 4 ~
s , . ~ 6
*~~~t~C~C~c*~8c*~t~~*~k~k~C~~C**#~C~~C#At~C#~~~CaK~~R~cBc~C~t~lc#~C*~k#~k#~*At**#~~C*~C*#**#~~******~k~K~~c*~kAc*~k
SUMMARY OF CULVERT FL0WS (CF8) FILE: SHF-NO DATE: 09-08-1993
ELEV (FT) TOTAL 2 2 3 9 5 6 ROADWAY ITR
18.25 0 0 0 O 0 0 0 0 1
18.55 0 4 0 0 0 0 0 0 1
18.72 1 1 0 0 0 0 0 0 1
28.87 1 1 0 0 0 0 0 0 1
28.98 1 1 0 O 0 0 0 0 1
19.09 2 2 0 4 0 0 0 0 1
19.20 2 2 0 0 0 0 0 0 1
19.31 2 2 0 0 0 0 0 0 1
19.43 3 3 0 0 0 0 0 0 1
19.58 3 3 0 O 0 0 0 0 1
19.70 4 4 0 0 0 0 0 0 1
25.00 6 6 0 0 0 0 0 OVER?OPPINt3
******#*~k*~*~k****#~c****##*~C~C*********~c***#~~t************~k~t*~C***~K#***##*d#**~C**#~k
SUPIMARY OF ITERATIVE SOLUTION ERRORS FILE: SHF-NO DATEs 09-08-2993
NEAD HEAD TOTAL FLOW i FLOW
ELEV(FT) ERROR(FT) fLOW(CFS) ERROR(CFS) ERROR
18.25 0.00 0 0 0.00
18.55 0.00 0 0 0.00 514mflk
1e.72 0.00 i o 0.00
ie.s7 0.00 i o 0.00 ~
18.98 0.00 1 0 0.00 212.
19.49 0.00 2 0 0.00
19.20 0.00 Z 0 0.00
19.31 0.00 2 0 0.00
19.43 0.00 3 0 0.40
19.58 0.00 3 0 0.00
19.70 0.00 4 0 0.00
<1> TOIERANCE (FT) = 0.010 <2> TOLERANCE M a 1.000
#*~*~*~~c~**~~***~c~~c**~c~Ac~~***~c~#~c**#***~c**~c~k8c*****N~*#~#~k*#~*~~c*~K****~~**~~c*~#*#*
2
CURRENT DATEs 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIMEa 15a23r11 FILE NAMEa SHF-IJQ
**~C~t#***~c~C*~Ct~#**~k*~t~~c~~c*~~C~c~C~t~At#~K~c~#**~C*~C~kB~~C~C~k*~*~k*~c**~C*~C*~c~K*~~C*~k*~c~c~t**~c*******
PERFORMANCE CURUE FOR CULVERT i# 1- 1( 1 HY 1) RCP
*~~#*~**~C*~K*~C~K**~~C**~t*~C~*~#ic****A~~K~k**#~k~k~~C~C*~K~k~#**~~KAc*~C**A~*~***#***~k~~*~*~C~c#~C~c*~K
DIS- HEAD- INLET OUTLET
CHARGE WATER CONTROL CONTROL FLOW PlORMAL CRiTICAL OUTIET TAILWATER
FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTN
(cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fps) (ft) (fps) (ft)
0 16.25 0.00 0.00 0-NF 0.00 0.00 0.00 0.00 0.00 0.17
0 18.55 0.30 0.30 1-S2n 0.21 0.24 2.87 4.21 0.00 0.17
1 16.72 0.47 0.47 1-S2n 0.31 0.35 3.42 0.31 0.00 0.17
i 18.87 0.62 0.62 1-S2n 0.38 0.43 3.82 0.38 0.00 0.17
i 18.98 0.73 0.73 1-S2n 0.45 0.50 4.15 0.45 0.00 0.17
2 19.09 0.84 0.84 1-S2n 0.51 0.56 4.36 0.51 0.00 0.17
2 19.20 0.95 0.95 1-S2n 0.57 0.62 4.55 4.57 0.00 0.17
2 19.31 1.06 1.06 5-S2n 0.63 0.67 4.69 0.63 0.00 0.17
3 19.43 1.18 1.18 5-S2n 0.69 0.72 4.83 0.69 0.40 0.17
3 19.58 1.31 1.33 2-f92c 0.76 0.76 4.95 0.76 0.00 0.17
4 19.70 1.45 1.41 2-M2c 0.86 0.80 5.20 0.80 0.00 0.17
~~~~K~KAc**8t~~c*~C~K~C*~C~~A~~C~~CAc~RA~~CBc~#Ac***~#*~k~K*#~kAc~c~k~k*~C~c**~K~~K~c~CAc~cic~k~c~cAt~K**~t*~C~*~K#*#*A~*~*
E1. inlet face invert 18.25 ft E1. outlet invert 16.00 ft
E1. inlet throat invert 0.00 ft El. inlet crest 0.00 ft
~K~k~~t*Ac~c~~*~k~C*~KAc*#*~C*~C~CMt*~~K*~K~C**#*~C*#~C~K~C**#~K*~*~C~*~C~k~kA~*#~*~C#~C~k~t*~K~C#~K~Ac~C*~~Ac~K&****
SITE DATA CULVERT INVER7
INLET STATIDN (FT) 0.00
INLET ELEVATION (FT) 18.25
OUTLET STATION (FT) 248.67
OUTLET ELEVATION (FT) 16.00
NUP48ER OF BARRELS 1
SLOPE (V-FT/H-FT) 0.0090
CULVERT LENGTH ALONG SLOPE (FT) 248.65
CULUER7 DATA SUMMARY ~c~c~~c*~c*#~c~k*~c********~K***
BARREL SHAPE CIRCULAR
BARREL DIAtMETER 1.00 FT
BARREL P9ATERIAL CONCRETE
HARREL MANNING'S N 0.013
INLET TYPE CONVENTIONAL
INLET EDGE AND WALL SOUARE EDGE WITH HEADWALL
INLET DEPRESSION NONE
*~c##~c***~k##*#***#*##it~C***~~C~k~K~k****~~K~k*~c*~c8t8cAc~C~K~~C~CBcAt***~C*~c***#**~C**~*#t*******~C***
99 ~b E 20
3
CURRENT DATE= 09-22-1993 FILE DATE: 09-08-1993
CURRENT T I pIE e15 z 23 :11 F I LE IVAME : SHF-NO
~R*#~~c~~K~k~~c~c*~~C~C~c~C*~c~k*~K~~#~*~~k~KBt**Ac~~kAt#~k$~*#****~R*~~k~k~c***#~*~cAc*~c***Ac~~c**~k~c*~*ic~k*~c
*#**#*#~******#*~~c~***~C**~c TAILWATER *#~~k~K~k*#~c***~c#~~C*~c~K*~k*~k**
CONSTANT WATER SURFACE ELEVATION
16.17 e
**~C~C****~*~*~****~B~t~*~t*~C~C~~c~c**~c~C~K~K*~K~*~t*~K~~#~*~*~C~~k*~~****~R*#**~c8~~~#~K~c~t**~KBt~K~cAc~R~t **~C~c~c~t****#*~*8c**~*~~t~K#*~* ROADWAY OVERTOPPING DATA ~~~~~*f~~~#*~K******~~#*~*~*
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH (FT) 20.00
CREST LENt3TH (FT) 20.00
OUERTOPPING CRES? ELEVATION (FT) 25.40
~K#******~k*~~C**~C~~K~*~t**~t~~#~~**~~**~C~C*~~K~C*~~k~CIK*1~*~C~K#k#*~~~K~~#~***#~k****~t~c~k#~*At*~K~~C
/
P~O E5'
24
1
CURRENT DATE= 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIMEs 15=50a29 FILE NAME: SHF-NI
#*#~t~~c~~t~~~t*~C*~k~C###~t#~t##~C~*~~C~K*A~t****#~~k~K**#~k~K**~~c**~k*~C**~C*~C*#~t*~t*~c~c#****#*#*#*~c
FHWA CllLVERT ANALYSIS ~k****~***~~K~c**~C*****#**~k*#
~~~~nlr~K~c~~~**~*#*~~c~c**~k**~c# NY-89 VERSION 4.0
~*~~~k*#~K*#*~~k*##*####~**~8c*#~~***~*~**~**~K~#*~C**~*~t~R*#******~t~k****~k~*~C**~C***8c~c~c*~t
; C; SITE DATA ; CULVERT SHAPE, P9ATERIAL9 INLET ;
; u ; -------------aa------~~~~~ ; ;
; L; INLET OUTLET CULVERT ; BARRELS ~
; V; EIEV. ELEV. LENGTH ; SHAPE SPAN RISE MANNINt3 INLET ;
; #i ; (FT) (FT) (FT) ; MATERIAL (FT) (FT) n TYPE ;
I ; ;
; 1; 19.71 18.35 16?.59 ; 1 RCP 1.00 1.00 .013 CONVENTIONAL;
~ 2 . . 3 . 4 5 b , , •
*~**##~~~**~~C~t~***~t~C~~~c~c*~C~**~C*~t8t~~~~c~c~c~t~t***~t*~tB~Ac~C~t*d~*~*~~##~C~*~C*#****~c*****~c
~c*~c~~t*~K~c**~t~c~c*~cAc~c*~c~K~R**~k*~C~K#*#ic~c~k~c*~*Ac*&***~k#~C~~c~k*~kA~~**~**~K~c~~~c#~**~cAc~c~t#AtAc*~k~R#*ic
SUMMARY OF CULUERT FLOWS (CFS) FILE: SHF-N1 DATE: 09-08-1993
ELEU (FT) TOTAL 1 2 3 4 5 6 ROADWAY ITR
19.71 0 0 0 0 0 0 0 0 1
20.01 0 0 O 0 0 0 0 0 1
20.14 1 1 0 4 0 O 0 0 1
20.33 1 1 0 0 O O 0 0 1
20.45 1 1 0 0 0 0 0 0 1
20.55 2 2 0 0 0 0 0 0 1
20.66 2 2 0 0 0 0 0 0 1
20.77 2 2 0 0 0 0 0 0 1
20.94 3 3 0 0 0 0 0 0 1
21.02 3 3 0 4 0 0 0 0 1
21.74 4 4 0 0 0 0 0 0 1
24.80 5 5 0 0 0 0 O OVERTOPPING
*~t*#~k~t*~~***~*~K*~c*~****#~~K**~k#**~K*~*~K~K*****~**~k~C**#**8c~k*~C*~**~C***~***#~~*~C**fc*~C~
*#**~c~c***~********~c****#~*****#~*#~*****#*#**##****i~**********~c*~*~******~****~c#
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: SHF-Ni DATE: 09-08-1993
HEAD HEAD TOTAL FL041 P. FLOW
ELEV(FT) ERROR(FT) FLObJ(CFS) ERROR(CFS) ERROR
19.71 0.00 0 0 0.00
20.01 0.00 0 0 0.00
~
20.19 0.00 i o 0.00
20.33 0.00 1 0 0.00 G~s
20.45 0.00 1 0 0.00
Co
24. 55 0.00 2 4 0. oo PR~Z~
24.66 0.00 2 0 0.00 25
24.77 0.00 2 0 0.00
24.94 0.00 3 0 0.00
21.42 0.00 3 0 0.00
21.79 0.00 4 0 0.00
~~~kBc~C*#~~#**~#~###*#*#**~k#**#~k*#~**##*#~C#******~##*~c~**~k#*~**~t~c*~c**~~c~~cAt****~c*#*
<1> TOLERANCE (FT) = 0.010 <2> TOLERANCE (i) = 1.000
*#**##~C~k**~K~C**~t~c~k*~C*~t~8c~c~k~Ct*~cA~~k~C~C~k~K**~c8c~c~C#*~C~K*Ac*#*~k~~t8c*~C~~C~t*#*~**~C~C*~~#*#*******
z
CURRENT DATE: 09-22-1993 FILE DATEa 09-08-1993
CURRENT TIMEa 15:50e29 FILE NAME: SHF-Ni
*~~~~c~K#~c~C****~C~**~k~C~C*~k~c~c~c~c**~~~cAc~**~c~K**~***Ac~K~c~~Ac~k~*#C**~*#~*#~k~k*#~~k*~C~~k~K**~C~c*~K*~c
PERFORP7ANCE CURVE FOR CULVERT q 1- 1( 1 BY 1) RCP
*~*~t*~C~C~C~~C~C***~C~*8c~c~C~t#~k#*~t~C~C#*~*~~~~*~K*~C~c~c~~C~cBc**~k~t**~k***~c~~*~C**~c*~~*~k*#*Ac~c**~K*~~c
DIS- HEAD- INLET OUTIET
CHARGE WATER CONTROL CONTROL FLOW NORPIAL CRITICAI OUTLET TAILWATER
FLOW EIEV. DEPTN DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTH
(cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fPs) (ft) (fps) (ft)
**~*~~#*~C***##~~k****~*Bc~K*~KAcAt~c~ctK*#~K****~K*~Ac*~k~~~#~~K*~~k~K~C~~k~K*~K~C~C~C*~~c***~K~K~C#*#~k~RA~~~C
0 19.71 0.00 0.00 0-NF 0.00 0.00 0.00 0.00 0.00 1.35
0 20.01 0.30 0.30 I-Slf 0.22 0.24 0.45 1.00 0.00 1.35
1 20.19 0.48 0.48 I-Slf 0.32 0.35 0.84 1.00 0.00 1.35
1 20.33 0.62 0.62 I-Slf 0.39 0.43 1.34 1.00 0.00 1.35
1 20.45 0.74 0.74 1-S11` 0.46 0.50 1.78 1.00 0.00 1.35
2 20.55 0.84 0.84 I-Slf 0.53 0.56 2.23 1.00 0.00 1.35
2 20.66 0.95 0.95 1-Sif 0.59 0.62 2.67 1.00 0.00 1.35
2 24.77 1.06 1.01 4-FFt 0.66 0.67 3.12 1.00 0.00 1.39
3 20.94 1.18 1.23 3-Mif 0.73 0.72 3.57 1.00 0.00 1.35
3 21.02 1.31 1.31 3-fqif 0.82 0.76 4.41 1.00 0.00 1.35
4 21.79 1.45 2.08 4-FFt 1.00 0.80 4.46 1.44 4.00 1.35
~~K*******8c~t*~k~~C***~K****!c*AC~k**#8t*~~C***~K~C~C~~t****~C~C**~#**~k~t*~~8~*~k~~C~c~C~C**~K**B~~C*~C#c~CA~~C
E1. inlet face invert 19.71 ft El. outlet invert 18.35 ft
E1. inlet throat invert 0.00 f t E1. inlet crest 0.00 ft
##*~K*#****~C*8~*~*~*~C~c~C~*Ac~c~C~C*#~C~k*~~C*~~*#~k~*~K*#~c~*#*~K#*~Kd~~*~***~*~**8~~k#~C#~t~cAt~t~lc~R#~
SITE DATA CULVERT INVERT
INLET STATION (FT) 0.00
IN.E7 ELEVATION (FT) 19.71
OUTLET STATION (FT) 169.58
OUTIET ELEUATION (FT) 18.35
R!Ul98ER OF BARRELS 1
SIOPE (V-FT/H-FT) 0.0080
CULVERT LENGTH ALONG SLOPE (FT) 169.59
CULVERT DATA SUMMARY ***~C*#****~K*##***~K~K**~~C*
BARREL SHAPE CIRCULAR
HARREL DIAP9ETER 1.00 FT
BARREL MATERIAL COPiCRETE
BARREL MANNING'S N 0.013
INLET TYPE CONVENTIONAL
iNLET EDGE AND WALL SOUARE EDGE wiTH HEaDWALL
INLET DEPRESSION NONE
~~c#*~c~c~K*~#~K*#~*~c*~i~**~#****~#**~K~~k~c~k*~t*~c~k~t*~t***~K*~~#~R**##**~c*~c~k*~c~c*~c*~~c*~c~K~~c#**~
02"
a
3
.
CURRENT DATE: 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIP7E: 15:50t29 FILE NAME: SHF-N1
~t~c**~t~*~C~c~k*!~*#~C*~K***~tMt**~c*~t~k~K~c***At~C~*******~C*~t~c*~*~C#**AC~K~K**~t##*~*A~#~t*#**##*~k~C*~~
TAil.WATER
CON.STANT WATER SURFACE ELEVATION
19.70
*~~**#*~C**~K***~k~C*~k~C~k*~C*~C~C~kAc**#~C~C*~C~k~#~~k*~K~t*~~C*~****~Nc**~c~K~C~c*~~R~C*~K~K~K****~C~*~~~#**
ROADWAY OUERTOPPINQ DATA
ROADWAY SURFACE PAVED
EM8ANKIqENT TOP WIDTH (FT) 20.00
CREST LENGTH (FT) 20.00
OVERTOPPING CREST ELEVATION (FT) 24.80
1
i
CURRENT DATEa 09-22-1993 FILE DATE: 09-08-1993
CURRENiT T I P9E s 15 s 54 s 36 F I LE NAtME : SHF-N2
*~C~c~~****~cAc#*ic#~C~C~**#*ic*#**~C*~C*#~C#**~#*~C~Ct~c*~K#~C###****~#~~~K~CAc~#***~kAc#**#**#*~C**#
*~k*~c#*#******~k#*~c8c~k*#ic**** FHWA CULUERT ANALYSIS #*lc~k~K****#*~cA~*~t~c*~c*~k*!c****
HY-8, VERSION 4.0 #*8~*~k~c**~c~c#8c**~c~c#***~ic~c**#
#~~~#*~#~t***#~~**~r~K#*~C~**#~c*~#**~~~c#*~*~K**#~K~C~K*~~~*~K***~C~C~c~K~c*~C***~c~K~t~~t*~CBc~c~t**~C**
; C; SITE DATA ; CULVERT SHAPE, P1ATERIAL, INLET ;
u - - - - - - - - - - - - - - - '
• 1
; L; INLET OUTLET CULVERT ; HARRELS ;
; V; EIEV. ELEV. LENGTH ; SHAPE SPAN RISE MANNIt1Ii INLET ;
; 4 ; (FT) (FT) (FT) ; MATERIAL (FT) (FT) n TYPE ;
; 1; 20.92 19.81 276.50 ; 1 RCP 1.00 1.00 .013 CONVENTIONAL;
. 2 . . 3 ~
. 4
b . .
*~~~R**At*~#~~~k**#**~~~~~Ac*#~k~k~C~K#~~**~~#*~k*#**~k~*~ki~~K*~c~*~i~#~K*~C~C****8c#*#~C*~c~K*~k#~k*#*
*~C~c~k~ci~*~C*~C~~Bc*~k*~C*~C~C**Ac**#**~c*#Ac~c*~C*#*#~*~**~k*~~~K~c*~#~~~#*~C~C~C#~~~k~k#*~~C~k~*~~~#~k~c~
SUMP9ARY OF CULIJERT FLOWS (CFS) FILE: SHF-N2 DATE: 09-08-1993
ELEV (Ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR
21.79 0 0 0 0 0 0 0 01
21.80 0 0 a 0 0 0 0 0 1
21.80 0 0 0 0 0 0 0 0 1
21.82 0 0 0 0 0 0 0 01
21.83 1 1 0 0 0 0 0 O!
21.84 1 1 0 0 0 0 0 0 1
21.86 1 1 0 0 0 0 0 01
21.97 1 1 0 0 0 0 0 0 1
21.98 1 ! 0 0 0 0 0 0 l
21.92 1 1 0 0 0 0 0 0 1
21.95 2 2 4 0 0 0 0 0 1
24.80 3 3 0 4 0 0 0 OVERTOPPING
~C##*##*~k***#*~C**~C*#~C*AC~k**#*****~***~C~K******~C#~***~#~k*~K**#~k~c**~t~C*~c~k****~c~c#*~**~C*~
SUpIP4ARY OF ITERATIVE SOLUTION ERRORS FILE: 5HF-N2 DATE: 09-08-1993
HEAD HEAD TOTAL FLOW i FLOW
ELEV(FT) ERROR(FT) FLOW(CFS) ERROR(CFS) ERROR
21.79 0.00 0 0 0.00
21.80 0.00 0 0 0.00 ~
21.80 0.00 0 0 0.00 21.e2 0.00 0 0 0.00
21.83 0.00 1 0 0.00 pA 0 V
21.84 0.00 1 0 0.00 ~
21.86 0.00 1 0 0.00
21.97 0.00 1 0 0.00
21.98 0.00 1 0 0.00
21.92 0.00 1 0 0.00
21.95 0.00 2 0 0.00
<1> TOLERANCE (FT) = 0.010 <Z> TOLERANCE = 1.000
**~c*~C*~C**~*~t#~~~*&***~******~~*~C#***#***~k*~~***~~k~t*~K****8~*~K~K*##~c~K*#~K**~~**~K**#**
2
CURRENT DATE: 09-22-1993 FILE DATEa 09-08-1993
CURRENT TIME: 15:54:36 FILE NAME: SNF-N2
~~k#*~*Ac#*****~C*#~K***Ac****~K~~c**#*A~****A~**~C*~C*~~C~k****~C~k***~k*~c**~C*~k*~k~~C*~CAc*~~~k~C*~t~*
PERFORMANCE CURVE FOR CULVERT N 1- 1( 1 BY 1) RCP
~K~c***#~c#******~k*****~c~c~k*~CAc~C~K*#~kAc~cAc~c~c~c~C*#~**Ac~k*#**~c~c*~#Ac****~~c*~~k~*~~~c~k~c~c~*~K~C#*#*
DIS- HEAD- INLET OUTLET
CHARGE WATER CONTROL CONTROL FLOW NDRPIAI CRITICAL OUTLET TAIIWATER
FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEP7H VEL. DEPTH VEL. DEPTH
(cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fps) (ft) (fps) (ft)
~K~K*~c#~c~K~ktk~~~k~~C*Ac##*~~K*~r***~*~*~C~k**~C~KA~**~k*~~kAC~#~**~##*ic~~C~k**~k*~*~C#*~C*~C~k***~k*~~~ic~
0 21.79 0.00 0.87 0-NF 0.00 0.04 0.00 0.00 0.00 1.98
0 21.80 0.19 0.88 3-Mlf 0.17 0.15 0.24 1.00 0.00 1.98
0 21.80 0.28 0.88 3-Mlf 0.25 0.23 0.40 1.00 0.00 1.98
0 21.82 0.37 0.90 3-Mlf 0.31 0.28 0.60 1.00 0.00 1.98
1 21.83 0.44 0.91 3-Mlf 0.36 0.33 0.79 1.00 0.00 1.98
1 21.84 0.51 0.92 3-Mlf 0.40 0.37 0.99 1.00 0.00 1.96
1 21.86 0.57 0.94 3-Mlf 0.45 0.41 1.19 1.04 0.00 1.98
1 21.97 0.63 1.05 3-Mlf 0.49 0.44 1.39 1.00 0.00 1.98
1 21.98 0.69 1,06 3-Mlf 0.53 0.47 1.59 1.00 0.00 1.98
1 21.92 0.74 1.00 3-Rilf 0.57 0.50 1.79 1.40 0.00 1.98
2 21.95 4.79 1.03 3-Pllf 0.61 0.53 1.99 1.00 0.00 1.98
~C*~C~C~t*~c8c**~C~K~C~k~C***~K~C~C~#*~K~c***~K~~CBc*~K*~k*~*Ac~K~c*~*~K~K~~~C**~k~k*~~**At*~*#*~~C~C~K**~***~k**~
E1. inlet face invert 20.92 ft E1. outlet invert 19.81 f t
E1. inlet throat invert 0.00 ft El. inlet crest 0.00 ft
*#********~K~c~**~~c***##***~t******~k*****~***~K~Ac~k~K~****~c~c**~C**~*~K~K***~t*~c**~~c~~C~**tc~
SITE DATA CULVERT INVERT
INLET STATION (FT) 0.00
INLET ELEVATION (FT) 20.92
OU7LET STATION (FT) 276.50
OUTLET ELEVpTION (FT) 19.81
NUMBER OF BARRELS 1
SLOPE (V-FT/H-FT) 0.0040
CULVERT LENGTH ALONG SLOPE (FT) 276.50
C1lLVERT DATA SUMMIARY **~k**~c~k***~k***~1c9~~k*~K*~t~c*
BARREL SHAPE CIRCULAR
BARREI DIAMETER 1.00 FT
BARREL MATERIAL CONCRETE
BARREL PIANNING' S Id 0.013
INLET TYPE COPIVENTIONAL
INLET EDGE AND WALL SAUARE EDGE WITH HEADWALL
INLET DEPRESSION NONE
r
qM1TVr5 PAbE 29
3
CURRENT DATE: 09-22-1993 FILE DATEa 09-08-1993
~ CURREN? TIpIEa 15:54a36 FILE NAME: SNF-N2
*~i~~c*~K~***S~k*~***~~K~c~c~*~K*****~k**~c#*~*~C~ic~c~c*#~K*~k*~c*~c*~c~At~c~K**~c*Ac~K**~#~*8~*~***#*~k8c~k
TAILWATER
CONSTANT WATER SURFACE ELEVRTION
21.79
~K~K~C~~~~1~*~C*~t#~~C*~CAC~k~~~C~t~R~C~~c~~k~#~~K~~k**~B~~K~C*A~**~K***~*#~*~K*~c~c~c**t*~c*At**#8~~**#***~K*~
#*~k**~*Ac****~**~~k~~~c*~k~~k~* ROADWAY OiIERTOPPINI3 DATA
#~c~***~c*~*~C**~~***~c**~C~c~k~C**~k~c~c*ic***~#*~*#**~A~*~K**BcAc~k~c#*~C~c~C~c*~C~~k~K~****~~k*~#*~~k~**
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH (FT) 20.00
CREST LENGTH (FT) 20.00
OVERTOPPINt3 CREST ELEVATION (FT) 24.80
#**l~~C#*~*~**~K*~*~K*****~c**~K~c***~K**~C*~~C~k**~c8c~c~~*fcAc~K~k#***~~~K*#~*~*~k~k~~*~c~c*~K~~**~c~c~lc
!
i
CURRENT DATE: 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIMEs 15:57:11 FILE NAME: SHF-N3
#*~k~*#*~*~c*~c~c**#***~*~c~c~C**~c*~c~k~c***~K*~C**~C**~C~c~C~c~k*~*8c~k~c*~k#***~C~k*#Ac#~~**##**#*8c*~~~
FHWA CULVERT ANALYSIS
~~k#*#*#*~**##~c~~~c*~**A~*~** HY-8, VERSION 4.0
~k~~t~*#~c**~k*~c*Ac~*~C*#~k~C~~k~~k~~*~*~*~k~k*#*~k*~*#A~B~~k~~#~~~k***~t*~~c~k**#*~~c~Kic*#~k~*###~**#*
; C; SITE DATA ; CULVERT SHAPE, MATERIAL, INLET ;
u • 1
; L; INLET OUTLET CULVERT ; HARRELS ;
; V; ELEV. EIEV. LENGTN ; SHAPE SPAN RISE MANNING INLET ;
(FT) (FT) (FT) ; MATERIAL (FT) (FT) n TYPE ;
1 I ----------r---~.~~~ 1 ; 1; 21.72 21.02 175.00 ; i RCP 1.00 1.00 .013 CONVENTIONAL;
r 2 • 3 . 4 . . 5 ~ . . 6 •
*~C***~C***##*~c~k~C~kt*#~K~k~t~k~C~C~k~CB~~~C*~k~C~cBc~C~c*~K~C8c8t~K~C~K~k#~C*~~k~~*Ac******~*~k~t*~#~#~C#**#**#**
~t~t*~ffi~~C~t~~K~~~k~*~*ic~~K*~t**~*A~Ac*~t******~**~*~C******#~*#***#**~c***~C~ctk*~~~clc~c~c*~c~c~c~c~#*
SUMMARY OF CULUERT FLOWS (CFS) FILE: SHF-N3 DATE: 09-08-1993
ELEV (FT) TOTAL 1 2 3 4 5 6 ROADWAX ITR
21.95 0 0 0 0 0 0 0 O 1
22.06 0 0 0 0 0 0 0 0 1
22.08 0 0 0 0 4 0 0 0 1
22.20 0 0 0 0 0 0 0 0 1
22.22 1 1 0 0 0 Q 0 0 1
22.24 1 1 0 0 0 0 0 O i
22.34 1 1 0 4 0 0 0 0 1
22.41 1 1 0 0 0 4 0 0 1
22.45 1 1 0 0 0 O 0 0 1
22.52 1 1 0 0 0 0 0 0 1
22.56 2 2 0 0 0 0 4 0 1
25.20 4 4 0 0 0 0 0 OVERTOPPING
##~c***~***~C*~##*~k~******~*~c#~c**A~*************~Ac~~c**#~c****#**~~c~K*~c~k*#~k~c*#**~k****Ac
#!t*A~~k~C**~k~t*~k*~C~k***ic****~C~C*~c~k**#~C**~k*~C*~C***~K#**#8c~k*~C~9C****~**~c~C~*~C~K*~kA~~C***~Inlc~~t~C*~k
SUp1MARY OF ITERATIVE SOLUTION ERRORS FILE: SHF-N3 DATE: 09-08-1993
HEAD HEAD TOTAL FLOW ~ FLOW
ELEV(FT) ERROR(FT) FLOW(CFS) ERROR(CFS) ERROR
21.95 0.00 0 0 0.40
22.46 4.00 0 0 0.00 ~
22:208 0 0.00 0 0 0.04
22.22 0.00 1 0 0.00
22.29 0.00 1 0 0.00
22.34 0.00 1 0 0.00
22.41 0.00 1 0 0.04
22.45 0.00 1 0 0.00
22.52 0.00 1 0 0.00
22.56 0.00 2 0 0.00
*~~~K~c~c*#~R***~~K~K*~c~c~C*#A~~c~#*~***#~~~K~k~k*~k~KAct**~c~K~~**~*Ac*#~k~c~cic*AC#***~c*~~~**~C#~k****~k~k
<1> TOLERANCE (FT) = 0.010 <2> TOLERANCE ti) = 1.000
*~*#**#~*~~t*~~*~c****~#**~*!t*8c*~C~c~c**~****~K*~cAc**~c#~c~c**~***~c~c~k~**8t~k*****~Ink~##~#~~c*#
2
CURRENT DATE: 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIME: 15a57s11 FILE NAME: SHF-N3
~c*~c~**~k~c***~**~***~~c**~k~#*****~**~k*~K~c~c**~C*#&~c~c~~C~**~c~c~c****~k*~**~c~c*~K~k~Ac**~~K~k*ic**~k
PERFORP7ANCE CURVE FOR CULVERT q 1- 1( 1 8Y 1) RCP
~**~ic*****~C~C~C~C~~t~c~c*~C~K*~k~k~C*~C~C~k~kBc***~C**Ac*~**~C**~C~K~C*~C***~~~#***#**~K~t##*~K~t~C***8c~c****
DIS- HEAD- INLET OUTLET
CHARGE 6fATER CONTROL CONTROL FLOW NORPIAL CRITICAL OUTLET TAILWATER
FLObd ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTH
(cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fps) (ft) (fps) (ft)
0 21.95 0.00 0.23 0-NF 0.00 0.00 0.00 0.00 0.00 0.93
0 22.06 0.19 0.34 3-Mlt 0.17 0.15 0.20 0.93 0.00 0.93
0 22.08 0.28 0.36 3-Mlt 0.25 0.23 0.41 0.93 0.00 0.93
0 22.20 0.37 0448 3-Mlt 0.31 0.28 0.61 0.93 0.00 0.93
1 22.22 0.44 0.50 3-Mlt 0.36 0.33 0.81 0.93 0.00 0.93
1 22.29 0.51 0.57 3-Mlt 0.41 0.37 1.02 0.93 0.00 0.93
1 22.34 0.57 0.62 3-Mit 0.45 0.41 1.22 0.93 0.00 0.93
1 22.41 0.63 0.69 3-Mlt 0.49 0.44 1.43 4.93 0.00 4.93
1 22.45 0.69 0.73 3-Mlt 0.53 0.47 1.63 0.93 0.00 0.93
1 22.52 0.74 0.80 3-Mlt 0.57 0.50 1.83 0.43 0.00 0.93
2 22.56 0.79 0.84 3-Mlt 0,61 0.53 2.04 0.93 0.00 0.93
E1. inlet face invert 21.72 f t E1. outlet invert 21.42 ft
E1. fnlet throat invert 0.00 f t E1. inlet crest 0.00 ft
~*Ac~#**~K**~A~~k*~~~*#***~C***~k*~K*Ac~K~~c*#****~~C*8~**~k#***#*~*#*~t**###*~c*~~~~~c***#~k~K*~Rit
SITE DATA CUIVERT INVERT ***~k*~k~k****Ac~C*
INLET STATION (FT) 0.00
INLET ELEVATION (FT) 21.72
OUTLET STATION (FT) 175.00
OUTIET ELEVATION (FT) 21.02
MJp18ER OF BARRELS 1
SLOPE (V-FT/H-FT) 0.0040
CULVERT LENIiTH ALOIdG SLOPE (FT) 175.00
~~t#*# CULVERT DATA SUPIP9ARY ~**~***~K**~K*~~K**~K~c**~c~K**
BARREL SHAPE CIRCULAR
BARREL DIAMETER 1.00 FT
BARREL P9ATERIAL CONCRETE
BARREL MANNING'S N 0.013
ItdLET TYPE CONVENTIONAL
INLET EDGE AND WAIL SAUARE EDGE WITH HEADWALL
INi.ET DEPRESSION NONE
*~#~~C~k*~k#**~k~c~K~k***~*8c#~c#***#f~*~C*8c**~~k#~~~C~R*******~C~~~K***~C*~K*~~*~8~~t***N~**#~t~c~c~C*~#
1
3
CURRENT DATEs 09-22-1993 FILE DATE: 09-08-1993
CURRENT TIME:=I5t57:11 FILE NAME: SHF-N3
~~~~~A~Oc~~c~c~c*~c***~c~K*~~~~K~k~*~~C~C~~K~C##*#~C~k*~Oc~k~#~Ot**##Bc~~C*~k~*~*~c,***t*#*?k*~*##~*#?~~~~K~C~
TA`ILWATER
CONSTANT WATER,' 8URFACE ELEVATION
21.95
~K~~ct#~c*~*#*~c~ic#t*~c~~C~cgc*~~tiK~c ROADWAY OVERTOPPIND °DATA
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH OFT? 20.00
CREST LENGTH (FT) 20.00
OVERTOPPING CREST EIEVATION IFT) 25d.20
~KMc~t~*~~C*~K~t~c**~A~~K*~k*~KAc*~~t#~~KB~~K~t*8~~k**~#*##*~*~C#*~#***~~C~C~kAc~C**#*~i~**~k~~R~**~C~C~t~t~c~tAc~k~c
~3
i
CURREiJT DATE: 49-22-1993 FILE DATE: 09-09-1993
CURRENT TIi9Ea 15s59:51 FILE NAME: SHF-N4
su~cit*s~*~~*#~***~~~c~~*~~*~cac*~c~it~~c***~****#~~**#~a~*~~~*~**~~~c~~*~c~*~c~c*a~****~#~~
~~~R*~#~c~C~k****~C~K*~C*~kiCBc**~C** FHWA CULVERT ANALYSIS
HY-89 VERSION 4.0 ************~##**~t*#**~**#
~~**#t~t#~k*~k*~~C~~k**~t~C*~K***8~**~~#~~C~C~t~~**t***~C~##**~*~C~t~c*#~~k*#~*~~*~*~C~t~*~C~C~~~k~#
; C; SI?E DATA ; CULVERT SHAPE, MATERIAL, INLET ;
•
; L; INLET OUTLET CULUERT ; HARRELS ;
; V; ELEV. ELEV. LENGTN ; SHAPE SPAN RISE MANNING INLET ;
; #1 ; ( FT ) ( FT ) ( FT ) ; MATERIAL (FT ) ( FT ) n 1YPE ;
i i---------
; 1; 18.54 18.35 24.00 ; 1 RCP 0.67 0.67 .013 CONVENTIONAL;
2 . 3 ~
4 ~ . 5 ► 6 . . ~t~c~c~At~c~c~t~c~t~K~k**~K*~~c~~K~k*#*#~~~k*~K#**~~*~c~~k~k~K*~R~c~*~k*~~c~*~~c*~c#~c*~t~c#~c~c~c~~c~C~Ucat~K~k#****~~t
**~k~**~c*~c~c*~**8c*~t~c~K~c~K~****~k~c~c~c**~c~k*~K&~k~*~t~c*~c~~c**Ac~c~*****~~c*#****~~~C~*~*~C*~***~~C*
SUMMARY OF CULVERT FLOWS (CFS) FILE: SHF-A14 DATE: 09-09-1993
ELEV (FT) TOTAL 1 2 3 4 5 6 ROADWAY ITR
19.70 0 0 0 0 0 0 0 0 1
19.70 0 0 0 0 4 0 0 0 1
19.71 0 0 0 0 0 0 0 0 1
19.73 0 0 0 0 0 0 O 0 1
19.76 0 0 0 0 0 0 0 0 1
19.79 1 1 0 0 0 0 0 0 1
19.82 1 1 0 O 0 0 0 0 1
19.87 1 1 0 0 0 0 0 0 1
19.92 1 1 0 0 0 0 0 0 1
19.98 1 1 O 0 0 0 0 0 1
20.45 1 1 0 0 0 O O 0 1
24.00 4 4 0 0 0 0 0 OVERTOPPING
~t#*~*~c*~caKA~*~k#*~K~k**~c~c##**~k**Ac~**~***#*###*****ic~k***&*#*~~c~c******~c*~c&*~c~c~k#*~k**##*~k
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE= SHF-N4 DATEs 09-09-1993
HEAD HEAD TOTAL FLOW i FLOW
ELEV(FT) ERROR(FT) FIOW(CFS) ERROR(CFS) ERROR
19.70 0.00 0 0 0.00 -~KS
19 . 70 4. 00 0 0 0. 00 19.71 0.00 0 0 0.00 ~A~~
19.73 0.00 0 0 0.00
19.76 0.00 0 0 0.00 34-
19.79 0.00 1 0 0.00
19.82 0.00 1 0 0.00
19.87 0.00 1 0 0.00
19.92 0.00 1 0 0.00
19.98 0.00 1 0 0.00
24.05 0.00 1 0 0.00
**#~~**~~C**~t~*~k#~~Ac~~k**8~~k******~CA~~k*~*Ac~CA~~k**#*ffi*****~C**~***~C*~**~c**Mc~t~c~k**#*****~C*
<i> TOLERANCE (FT) = 0.010 <2> TOLERANCE = 1.000
**~t~k~t~**#~k~c*~C*~k~~c*#*~~t~*~C~t**#~t**~*~k~~~k**~*#~C~K~~~~~K#~A~*~Ac*A~~C~t#~~~Ac~t~c#~C~c~c#~tAt~*~C*#~t
2
CURRENT DATE: 09-22-1993 FILE DATEs 09-09-2993
CURRENT TIME: 15:59:51 FILE NAMEa SHF-N4
#~Cl~~~c*~R~*~K~R~~K*##****~~c*~*~#**~k*~CAc~K*~k***#~lc*A~~**~K~****~K~*~K##~k~~C~C~c~C*~C~c*~k~C~c~~k~K***~k*8c
PERFOR(4ANCE CURVE FOR CULVERT 0 1- 1 ( .67 BY .67 ) RCP
~~*~cA~~c~c~t~t~c~c~c~c#~~c~c~~t*~8~~c~K~c~K*~K~c***!t*~~K*~c*~c*Nc#**~K~~*#~~~~C*~*~c*~c*~t**~~#***~K*~k~K**~~k~cAc
DIS- HEAD- INLET OUTLET
CNARGE WATER CONTROL CONTROL FLOW NORMAL CRITICAL OUTLET TAILWATER
FLOW ELEV. DEPTH DEPTH TYPE DEPTN DEPTH VEL. DEPTH VEL. DEPTH
(cfs) (ft) (ft) (ft) <F4> (f#) (ft) (fps) (ft) (fps) (ft)
0 14.70 0.00 1.16 0-NF 0.00 0.00 0.00 0.00 0.00 1.38
0 19.70 0.17 1.16 4-FFt 0.14 0.14 0.28 0.67 0.00 1.35
0 19.71 0,27 1.17 4-FFt 0,19 0.20 0.57 0.67 0.00 1.35
4 19.73 0.35 1.19 4-FFt 0.24 0.25 0.85 0.67 0.00 1.35
0 19.76 0.42 1.22 4-FFt 0.28 0.29 1.13 0.67 0.00 1.35
1 19.79 0.48 1.25 4-FFt 0.32 0.33 1.42 0.67 0.00 1.35
1 19.82 0.54 1.28 4-FFt 0.35 0.36 1.70 0.67 0.00 1.35
1 19.87 0.60 1.33 4-FFt 0.39 0.39 1.99 0.67 0.00 1.35
1 19.92 0.65 1.38 4-FFt 0.43 0.42 2.27 0.67 0.00 1.35
1 19.98 0.71 1.44 4-FFt 0.46 0.45 2.55 0.67 0.00 1.35
1 20.05 0.77 1.51 4-FFt 0.51 0.47 2.84 0.67 0.00 1.35
~*t~#*~k~K~*A~#**~~C**#****~K#~~C~*#~~~~k###~InKl~~r#*~k***#~C#*~K~#*~R#~C~***~*~t~~***~K~#**~c*~~c~c
E1. inlet face invert 18.54 ft E1. outlet invert 18.35 ft
E1. inlet throat invert 0.00 f t E1. inlet crest 0.00 f t
A~******#*8~#~C~kAc*~k#~C**Ac~K***At*~C~C~t#~C~K~C~****#*~c**~C**~~K*****~K~k~c~K#~K~k~k*~K*#***~~k~R#~#*~~~K~C
SITE DATA CULVERT INVERT
INLET STATION (FT) 4.00
INLET ELEVATION (FT) 18.54
OUTLET STATION (FT) 24.00
OUTLET ELEVATION (FT) 18.35
NUMBER OF BARRELS i
SLOPE (V-FT/H-FT) 0.0079
CULVERT LENGTH ALONG SLOPE (FT) 24.00
*t*** CULVERT DATA 3UMMARY #~C~C****~R~**~t~K*~*##****~K*
BARREL SHAPE CIRCULAR
BARREL DIAt9ETER 0.67 FT
BARREL MATERIAI. CONCRETE
BARREL MANNING'S A1 0.013
INLET TYPE CONVENTIOIVAI
INLET EDGE AND QtALL SAUARE EDGE WITH HEADWALL
INLET OEPRESSION NONE
t~ 404
3
CURRENT DATEy: 09-22=1993 FiLE DATEa 09-09-1993
CURRENT 7IMEa 15=59r51 FILE NAME= SHF-N4
-
{ y v y y + yy i W~ y r~y r ra i yy y + +r^ y
~~~~~~4~~~~~~~~~~p~~~~1! ~A►~~T 1►~~TA!~~~~U~~4►T~~~~~*~~4►?~~~~~M~4~~~~~~~~~~~~~q~~~~~F
TAILWATER
~~C~k~t~*A~~C~C*#~k*~Ct~#~Oc~C~c*~~k**~C*#*A~~C**~k~R##~C~~~~C~~C~C*~t~C**~C~~C#~C#~C~~K~~~C~t~C~~R~~~C**~A~*~C~~~*~C~C<
CONSTANT WATER SURFACE ELEVATION
19.70
ROADWAY OVERTOPPING DATA
ROAOWAY SURFACE PAVEiD
EMBANKP9ENT TOP WIDTH (FT) 20.00
CREST LENGTH (FT) 20.00
OVERTOPPINti CREST ELEVATION (FT) 24.00
3
P~~ ~
G~
i
CURRENT DATE: 09-22-1993 FILE DATE: 09-09-1993
CURRENT TIMEt 16:02:24 FILE NAt'tEs SHF-N5
*~k~R~Cic****~K~#****~c**ic~**~#Ac~k~C*##**~c**#**~K*~c*~c~c~c~K***~c##*Ac**~k**~~Cic~t~**~~c~C*~c~c*~c*~k~*#
##*~k~C**ik~t**~C*~#~C****~~k**** FHWA CULVERT ANALYSIS ****~**~#~~~~c#A~*#**8*~k*#~6*
HY-89 VERSION 4.0 *~C~***#****~~~~k~c~#*A~~K~*~C*~c
~c~K~C#*~CAc**#*#~K*~~*~*~~**#~c~k*****~K~K#~~c~c*~c~c**~c***~c****##*~c*~c**~~*~*~t~c*#At~**~*~K*~*#*
; C; SITE DATA ; CULVERT SHAPE, MATERIAL, INLET ~
' V
; L; INLET OUTLET CULVERT ; BARRELS ~
; V; ELEV. ELEV. LENtiTH ; BNAPE SPAN RISE MANNING INLET ;
; #t ; (FT) (FT) (FT) ; MATERIAL (FT) (FT) n TYPE ;
~
; 1; 19.17 18.54 63.00 ; 1 RCP 0.67 0.67 .013 CONUENTIONAL;
? ~ . 3 ~ 4 5 , 6 ~ #~c************~K***~Cxlc~c#~ct##*#**##**#*~****Ac***#~c*~c~c~k~lc*A~~c~k~k*#**~K*~k##t**~~k****~c**~C
****~~~C~t~~c#*~C~C*~###8~~~*~*~****!c*#~*~**#*~k~c~k~c******~~C~c~c*#~***~c*~c~***~c*~C~C*#~c~k~**A~*
SUPIMARY OF CULVERT FLOGIS (CFS) FILEs SHF-NS DATE: 09-09-1993
ELEV (FT) TOTAL° 1 2 3 4 5 6 ROADWAY ITR
20.05 0 0 O 0 0 0 0 0 1
20.06 O 0 0 0 0 0 0 0 1
20.07 o 0 0 0 0 0 0 o i
24.10 0 0 0 0 0 0 0 0 1
20.15 0 0 0 0 0 0 4 01
20.20 1 1 0 0 0 0 0 0 1
20.27 1 1 0 0 O 0 0 0 1
20.35 ! 1 0 0 4 0 0 0 1
20.44 1 1 0 0 0 0 0 0 1
20.54 1 1 0 0 0 0 0 0 1
20.66 1 1 0 0 0 0 0 Q i
24.00 3 3 4 0 0 0 0 OVERTOPPIIJG
#~~***~C~K##~#~C~C~c~k~C~K#***#**~k~C****Ac*~K~#~k**#*~c~~K***~c~c~clK~~c~~c*~c**~~~k~C~C~###**~k~~C*#~K~c#*~R
~k~#**Ac**~C~C~K*~~t~c*~C#**~******~C***~c~**A~**#**#******~c~k*~***~c***~*~c*~c**~*lc~c##*~k~**8c~c~c
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: SHF-NS DATE: 09-09-1993
HEAD HEAD TOTAL FLOW % FLOW
ELEV(FT) ERROR(FT) FLOW(CFS) ERROR(CFS) ERROR
20.05 0.00 0 0 0.00 j
20.06 0.00 0 0 0.00
20.07 0.00 0 0 0.00 ~
20.10 0.00 0 0 0.00
20.15 0.00 0 0 0.00 37
20.20 0.00 1 0 0.00
20.27 0.00 1 0 0.00
20.35 0.00 1 0 0.00
20.44 0.00 i o 0.00
20.54 0.00 i o 0.00
20.66 0900 1 A A.QB
~i~~#****#~****~****#*#*Ac~*~c**~c~~c#*~K**~***~C~K~*~K*~cA~*~K~k*~C*~*~**~**~K~~k~k~C~K#~~C#tk~*~c#
<1> TOLERANCE (FT) a 0.010 <2> TOLERANCf (%t) ¢ 1.000
**~c~c*#~k*~C*Ac~C~c~k**~~C*~*#*~c***~K**~#*~k***~C~~C*~*~~C~KAc~~~C~c~c*AC~~C~C~*~CA~~tAt~*~~*~~~*#*****~C*
z
CURRENT DATE: 09-22-1993 FILE DATEt 09-09-1993
CURRENT TIME: 16:42s24 FILE NAME: SHF-NS
PERFORIMANCE CURVE FOR CULVERT q 1- 1(.67 BY .67 ) RCP
~t*~t~C~~****#*~C~K~#$##*~c~c~t*****~t*~C*~C*~C~C~K~t~*~c~c~~K*#~K**~k**~c*~C*~C~c**~~C*~k~t~c~**#~t~t~t~t~c##ACAc*
DIS- HEAD- IALET OUTLET
CHARt3E WATER CONTROL CONTROL FLOW NORMAL CRITICAL OUTLET TAILWATER
FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTN
(cfs) (ft) (f!) (ft) <F4> (ft) (ft) (fps) (ft) (fps) (ft)
~#*~C~c*~t~C*~K~k~c~k~C~C*~k~*~t*#****~C****~~C***#*~kAc~**#Bt~C~K**#*~C**~C**#~~K~***Ac*~C**#~#*~~*~C*~K*
0 20.05 0.00 0.88 0-NF 0.00 0.00 0.00 0.00 0.00 1.51
0 20.06 0.17 0.89 4-FFt 0.13 0.14 0.28 0.67 4.00 1.51
O 20.07 0.27 0.90 4-FFt 0.18 0.20 0.57 O.67 0.00 1.51
0 2O.1O 0.35 0.93 4-FFt 0.22 0.25 O.85 0.67 0.00 1.51
0 20.15 0.42 0.98 4-FFt 0.26 0.29 1.13 0.67 0.00 1.51
1 20.20 0.48 1.03 4-FFt 0.30 0.33 1.42 0.67 0.00 1.51
1 20.27 O.54 1.10 4-FFt 0.33 0.36 1.70 4.67 0.00 1.51
1 20.35 0.60 1.18 4-FFt 0.36 0.39 1.99 0.67 0.00 1.51
1 20.44 0.65 1.27 4-FFt 0.39 0.42 2.27 0.67 0.00 1.51
1 20.54 0.71 1.37 4-FFt 0.43 0.45 2.55 0.67 0.00 1.51
1 20.66 0.77 1.49 4-FFt 0.46 0.47 2.84 0.67 0.00 1.51
E1. inlet face fnvert 19.17 ft El. outlet invert 18.54 ft
E1. inlet throat invert 0.00 ft E1. inlet crest 0.00 f t
SITE DATA CULVERT INUERT ~RicBt~K~c*~g~Ac~c~c~c#~C
INLET STATION (FT) 0.00
INLET ELEUATION (FT) 19.17
OUTLET STATION (FT) 63.00
OUTLE7 ELEVATION (FT) 18.54
NU148ER OF BARRELS 1
SLOPE (V-FT/H-FT) 0.0100
CULVERT LENQTH ALONG SLOPE (FT) 63.00
CULVERT DATA SUMMARY
HARREL SHAPE CIRCULAR
BARREL DIAMETER 0.67 FT
BARREI MATERIAL CONCRETE
BARREL f9ANNING' S N 0.013
INLET TYPE CON1lENTIONAL
INLE7 EDGE AND WALL SAUARE EDGE WITH HEADWALL
IhLET DEPRESSION NONE
~!c*##*~K~C***~C*~k*~C***~~~K**~k*~~*~C~K~~Ic*~C*~C~~C*~C~C~~K~K~~~C~Ic~~A~~K*ylc~*At**AcAc~~Cft~Cic~lc~~*~C*~k*~~#~
PA cai:
3~
a
3 y
CURRENT DATEa 09-22-1993 FILE DATE= 09-09-1993
CURRENT TIMEs 1402a24 FILE NAME: SHF-NS
TAIL60ATER
~~~#~C*~*~c~k#******~k#~**~c~C*Ac#c#**~C~C~?K~c**~ic**~*~C~c#*#***~c*##~**Ac***~*~k~cA~*Ic*~~C*~*~c~*~#~c~C
CONSTANT WATER SURFACE ELEVATION
20.05
~**#*~**##~*#~~K~c~~#~*~*~~**~c*~~**#~~*Ac#*AC#~*~k*~**~C*#*~~8c#~c~~**~k~#**~~~K*#~C#**~R*~*
ROADWAY OVERTORPING DATA
RO'RDWAY 'SURFACE PAVED
Ef9BANKiqENT TOP WI DTH ( FT ) 20.00
CREST LEWTH (FT) 20.00
,
OtIERTOPPING CREST ELEVATION (FT) 24.00
~ -
glU~rt~l6 ~A{~~
r N AC~E ~ iFE 1--orz ~AI) r N tvo RTH wGsI„
Dp
- COe~102- oF c5r(-S . (FL-0W-c----b 1-0 GwAL-ei ~
CULUERT RNALYSIS UERSION 2.0
CURRENT DATE CURRENT TIME FILE NAME FILE DATE
03-24-19 10:30:32 NODEO 1-9-93
PERFORt+ANCE CURUE DISCHARGE RANGE
OF FLOWS ANALYZED
MiNUMUM DISCHARGE (CFS) 0 7,~
DESIGN DISCHARGE (CFS) 5 '4 ~ ~
MAXIMUM DISCHARGE (CFS) 5 lr7
~
;C; A- SITE DATA ; H- CULVERT SHAPE, MATERiAL, INLET ;
'U'---------------------------;-----------------------------------------------'
, , ~
:L; INLET OUTLET CULVERT; BRRRELS SFAN RISE MANN. INLET ;
;v: EIEV. ELEV. IENGTH ; SHAPE N TYPE ;
(FT) (FT) (FT) ; MATERIAL (FT) (FT) ;
;
:1: 18.39 16.00 265.40 ; 1- RCP 1.00 1.00 .013 CONVENTIONAL;
'2'
~
'3'
. .
'q~
' ~ .
:6:
~
OA ITHs TP~3~ 40
~
2
' CURRENT DATE CURRENT TIME FILE NAME FILE DATE
03-24-19 10:30:32 NODEO 1-9-93
CULVERT NUMBER: 1
CULVERT INUERT DATA
INLET STATION (FT) 0.00
iNLET ELEUATION (FT) 18.39
OUTLET STATION (FT) 265.00
OUTLET ELEVATION (FT) 16.00
NUMBER OF BARRELS 1.00
SLOPE (V-FT/H-FT) 0.0090
CULVERT LENGTH ALONG SLOPE (FT) 265.00
3ARREL SHAPE: CIRCULAR 1.40 FT IN DIAMETER
3ARREL MATERIAL:
JITH A MANNING'S N OF 0.013
:NLET TYPE: CONUENTIONAL
INLET EDGE AND WALL: SQUARE EDGE WITN HERDWALL
INLET DEPRESSION: NONE
~ CONSTANT WA7ER SURFACE ELEUA7ION
16.17
SELECTED OUERTOPPING CREST
ROADWAY SURFACE: PAVED
EMBANKMENT TOP WIDTH (FT): 20.04
CONSTANT ROADWAY ELEUATION PROFILE
CREST LENGTH (FT) 20.00
OVERTOPPING CREST ELEVATION (FT) 25.00
S {~G
~
V
3
CURRENT DATE CURRENT TIME FILE NAME FILE DATE
03-24-19 10:30:32 NODEO 1-9-93
SUMMARY OF CULVERT FLOWS (CFS) FILE: NODEO DATE: 1-9-93
=LEV (FT) TOTAL 1 2 3 4 5 6 OUERTOP ITER
18.39 0 0 0 0 0 0 0 0 0
18.76 0 0 0 0 0 0 0 0 2
19.97 1 1 0 0 0 0 0 0 2
19.14 1 1 0 0 0 0 0 0 2
19.29 2 2 0 4 0 0 0 0 2
19.44 2 2 0 0 0 0 0 0 2
19.60 3 3 0 0 0 0 0 0 2
19.79 3 3 0 0 0 0 0 0 2
20.57 4 4 0 0 0 0 0 0 2
21.62 4 4 0 0 0 0 0 0 2
22.73 S 5 0 0 0 0 0 Q 2
1
iTflS PAbi:~ 42
~
OPA60:f,
4
ro'-nENT DATE CURRENT TIME FILE NAME FILE DATE
-24-19 10:30:32 NODEO 1-9-93
CULUERT # 1 PERFORMANCE CURUE
FOR 1 BARRELM
9 HWE TWE ICH OCH CCE FCE TCE UO
(cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (fps)
0 18.39 16.17 0.00 -2.22 -2.22 18.39 4.00 0.00
0 18.76 16.17 0.37 -1.95 -1.95 0.40 0.00 3.11
1 18.97 16.17 0.58 -1.74 -1.74 0.00 0.00 3.74
1 19.14 16.17 0.75 -1.58 -1.58 0.00 0.00 4.16
2 19.29 16.17 0.90 -1.43 -1.43 0.40 0.00 4.96
2 19.44 16.17 1.05 -1.28 -1.28 0.00 0.00 4.68
3 19.60 16.17 1.21 -1.14 -1.14 0.00 0.00 4.84
3 19.79 16.17 1.40 1.40 1.90 0.00 0.00 5.12
4 20.01 16.17 1.62 -0.85 -0.85 0.00 0.00 5.57
4 20.27 16.17 1.88 -0.68 -0.68 0.40 0.00 6.27
5 20.56 16.17 2.17 -0.48 -0.48 0.00 0.00 6.96
33UMMRRY OF ITERATIUE SOLUTION ERRORS FILE: NODEO DATE: 1-9-93
HEAD HEAD TOTPL FLOW i FLOW
ELEt!(FT) ERROR(FT) FLOW(CfS) ERRQR(CFS) ERROR
18.39 0.00 0 0 0.00
18.76 0.00 0 0 0.00
18.97 0.00 1 0 0.00
19.14 0.00 1 4 0.00
19.29 0.00 2 0 0.00
19.44 0.00 2 0 0.00
19.60 0.00 3 0 0.00
19.79 0.00 3 0 0.00
20.57 0.00 4 0 0.00
21.62 0.00 4 0 0.00
22.73 0.00 5 0 0.00
r----------------------------------------------------------------
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GIFFORD CONSULTANTS. INC. E-1430-01
Geotechnical Engineers
2020 E Springfield • Spokane, WA 99202 • Telephone (509) 534-3670 • Fax 534-2925
September 2, 1993
-ACM Architects
MCM Architects RECEiVED
1022 Southwest Salmon, Suite 350 _
Portland, Oregon 97205 -j~~v ~ •
Attn: Mr. Loy Rusch
Architect
ItEPORT OF QEOTECHNICAL SNGINEERIN(i REVIE'W AND UPDATE, SMITS'8
80M$ FIIRNI88ING8, BPORAN$, WASBINGTON
This letter report presents results of a qeotechnical enqineering
review and update of a previous geotechnical report that was
prepared for a new Fred Meyer Store site, located at Sprague Ave.
and Sullivan Road, fn Spokane, Washington. The previous investi-
gation (GCI Report E-1380-01, dated February 3, 1993) had consid-
ered a 24-acre parcel for the Fred Meyer Company. Explorations
were conducted for the new Fred Meyer store site and for several
satellite buildinq pads. The purpose of this engineering review
and update was to reassess the suitability of the general founda-
tion recommendations previously provided to Fred Meyer for one
specific satellite pad being considered for the new Smith's Home
~ Furnishings building site. No new explorations were conducted.
The geotechnical enqineering review and update was accomplished
in general accordance with our proposal of Auqust 17, 1993. The
work was authorized by Mr. Wayne C. Rembold, of Rembold Trust,
Inc., on Auqust 19, 1993.
~ PROJECT DESCRIPTION
We understand that Smith's Home Furnishinqs plans to construct a
new retail store on the northwest quarter of the new Sprague and
Sullivan Fred Meyer site. The Architect's information sugqests
that the proposed new store will consist of a one-story, slab-
on-grade, tilt-up concrete structure, approximately 257 ft. by
184 ft. in plan dimensions.
Allen 8 Cttford P E
President ~ ~ ~
MCM Architects E-1430-01
September 2, 1993
Page 2
Mr. Roqer McGarrigle, the Structural Engineer, of VLMK Consulting
Engineers, indicated that column loadings for the proposed new
store will be approximately 100 kips. Continuous wall loadings
will range from about 4 to 10 klf. The slab-on-grade floor sys-
tem could be required to support average unit loadings of approx-
imately 30 to 40 psf for showroom areas and up to about 200 psf
in receiving and storage areas.
The finish floor elevation of the proposed new store will be
2025.5 ft. This is approximately 0.5 to 2.5 ft. above existing
grade.
PREVIOUS STUDIES
In 1989, we conducted subsurface explorations and geotechnical
engineering studies for another project at this site. A total
of 24 hollow-stem auger borings, ranging in depth from 4.5 to
15.5 ft., were drilled as part of the subsurface explorations.
. Earlier this year, we conducted supplemental subsurface explora-
tions and geotechnical engineerinq studies for the new Fred Meyer
project. A total of five backhoe test pits, each about lo ft.
deep, were excavated as part of the subsurface explorations. A
summary report of this study, dated February 8, 1993, is included
as Appendix I. The report includes loqs of all previous explor-
atory borinqs and test pits, as well as a site plan (Fiq. 2),
showinq the locations of the explorations and some of the previ-
ously existing site features. The Smith's site is identified on
Fig. 2 as "Proposed Tenant Buildinq Pad #1".
FORMER SITE CONDITIONS
The explorations conducted in 1989 and 1993 generally encountered
loose, slightly organic TOPSOiL, overlyinq dense, slightly silty
to silty, native sandy GRAVEL. Existing FILL was also encoun-
tered in two borings, but not within the footprint of the pro-
~ posed new Smith's store.
In January 1993, several foundations, slabs, and other buried or
partially buried structures were present in the southwest corner
of the proposed Smith's footprint, as shown on Fiq. 2 of Appendix
I. Our report of February 8, 1993 recommended that all buried
structures and their associated backfill be removed and replaced
with compacted Structural Fill.
~
MCM Architects E-1430-01
September 2, 1993
Page 3
CURRENT SITE CONDITIONS
The Fred Meyer Store is presently under construction at the site.
We understand from the general contractor, Newell Warren of West-
wood Corporation, and the earthwork subcontractor, Ken Place of
Hiqh Land Construction, that the former structures and old back-
fill previously present in the southwest corner of the proposed
Smith's site were removed and replaced with compacted Structural
Fill as part of the Fred Meyer project demolition work. The
structures that were removed included a paved driveway, a house
foundation and slab, a garage floor slab, a mobile home slab, a
septic tank, and a cesspool/drywell. No sanitary waste drain-
fields were encountered. Tbe demolition work was reportedly
performed during the period May 6 through May 11, 1993.
Reports indicate that the demolition and the Structural Fill
replacement and compaction work were observed by Mr. Paul King,
of Howard Consultants, Inc. Mr. King no longer works for Howard
Consultants, Inc., however, and could not be contacted to confirm
any garticulars about how the work was accomplished. The daily
inspectfon reports provided by Howard Consultants did not contain
enough detail to specifically document any details of the work.
We visited the proposed Smith's site on August 23 and 26, 1993.
During the first site visit, a large stockpile of TOPSOIL present
on the east half of the site was being removed. At the time of
the second site visit, the TOPSOIL stockpile had been essentially
removed. Only a few inches remained cover.ing the original qround
surface. There were no surface indications of buried structures,
and we could not identify the locations of any of the previous
structures.
CONCLUSIONS AND RECOMMENDATIONS
Based on our understanding of the proposed new building, our
review of the previous two geotechnical reports, and our recent
observations, we conclude that the recommendations provided in
our report of February 8, 1993, for the Fred Meyer building,
would also be valid for the proposed new Smith's Home Furnishings
building. However, because the removal of the previous struc-
tures and replacement with compacted Structural Fill is not thor-
oughly docwaented, we recommend that all new footing excavations
for the proposed Smith's construction be observed and that soil
bearing conditions be verified by a qeotechnical engineer. We
also recoauaend that the small amount of TOPS4IL remaining on the
east half of the Smith's site be stripped and removed prior to
placing any additional Structural Fill that may be needed to
raise the qrade.
MCM Architects E-1430-01
September 2, 1993
Page 4
LIMITATIONS
The observations and recommendations contained in this report are
based on our interpretation of the subsurface conditions and
assume that the information obtained from the previous test pits
and borings and current observations are representative of the
subsurface conditions throughout the site. If, durinq construc-
tion, subsurface conditions different from those in the explora-
tions and observations and described herein appear to be present
beneath the site, we should be aclvised at once, so that we can
review these conditions and reconsider our reconnnendations where
necessary.
This report update was prepared for the use of the Owner for
the desiqn of the proposed Smith's Home Furnishings Store, in
Spokane, Washington. It should be made available to potential
contractors and/or the Contractor for infortaation on factual
data only, that is, test pits, borinqs, logs, and soil samples.
This report should not be used for contractual purposes, or as
a warranty of interpreted subsurface conditions, such as those
, indicated by the test pits and boring loqs, or discussions of
the subsurface conditions contained herein.
We recommend that close quality control be exercised durinq
Structural Fill placement and compaction and in the preparation
of foundations. We also recommend that the subqrade preparation
and the foundation construction work be observed by a geotech-
nical engineer.
.
If there is a substantial lapse of time between the submission of
this report and the start of the work at the site, or if condi-
tions have changed due to natural causes or construction opera-
tions at or adjacent to the site, or if the basic project scheme
is significantly modified from that assumed, we reconunend that
this report be reviewed to determine that the conclusions and
recommendations contained herein are still applicable. If you
desire, we will review those portions of the plans and specifica-
tions which pertain to earthwork and foundations to determine if
they are consistent with our recommendations. We recominend that
you retain us to observe foundation construction and other foun-
dation related field operations as may be necessary.
This report does not include a review of historical data, recon-
' naissance, or testing to assess the presence of any hazardous
substances.
- Unanticipated soil conditions are commonly encountered and cannot
be fully determined by merely making test pits, borings, or other
explorations. Such unexpected conditions frequently require
E
JW-
MCM Architects E-1430-01
September 2, 1993
Page 5
additional expenditures be made to obtain a properly constructed
project. We recommend establishfng a continqency fund to accom-
modate such unexpected conditions.
~
C~J A
Sincerely, cl -
GIFFORD CONSULTANTS, INC. V y~ ~ Z
~
~ ROWM2
~
/ ~ NAL
Grant R. Cwmaings, P. E., P. G. ~w~a~s r 6 GS ~
Geological Engineer
~N S. G
W~~'e~► ~O
~ , oZ
,
m.~
Allen B. Giffo
Presfdent
EXPt.ES C5J23! qq- ~
Encl: Important Information About Your Geotechnical Engineerinq
Report
t Appendix I
1~
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GIFFORD CONSULTANTS. INC. E-1380-01
Geotechnicai Engineers
2020 E Springfieid • Spokane. WA 99202 • Telephone (509) 534-3670 • Fauc 534-2925
February 8, 1993
J.K.S. Architects
1620 Southwest Taylor, Suite 200
Portland, Oregon 97205
Attn: Mr. Brian Roberts
Project Architect
REPORT OF 3U83URFACE ERPLORATIONS AND G$OTECHNICAL ENGINEERING
STIIDIES FOR A PROPOSED NEW FRED MEYBR STORE AT SPRAGUE AVENUE AND
SUI,LIVAN ROADO SPORANE, WASHINGTON
This letter re ort
p presents the results of subsurface
explorations and geotechnical engineering studies that were
~ conducted for a proposed new Fred Meyer store, to be located at
Sprague Avenue and Sullivan Road in Spokane, Washington. The
purpose of this work was to evaluate subsurface conditions at the
site and, based an this evaluation, to make recommendations to
assist in the design and construction of foundations, pavements,
and related earthwork.
The following geotechnical work was accomplished in general
accordance with our proposal of December 23, 1992. The work was
authorized by Mr. Lee Laine, of Fred Meyer, Znc., on December 30,
1992.
, SITE AND PROJECT DESCRIPTIONS
We understand that Fred Meyer, Inc. plans to construct a new
~ retail store on a 24 acre site in Spokane, Washington, as shown
' on the Vicinity Map, Figure 1. The site is an irregularly shaped
parcel, located northeast of the intersection of Sprague Avenue
and Sullivan Road. Although the site is now vacant, until
: recently there was a mobile home park on the east side of the
property and several residential structures along Sprague Avenue
and Sullivan Road. An unimproved dirt road, following the
~ vacated Main Avenue right-of-way, roughly bisects the site in an
east-west direction.
~
~ allen e G;ftoro. P E.
Ptesident
J.K.S. Architects E-1380-01
February 8, 1993
Page 2
The site is relatively level, sloping very gently to the south.
The maximum elevation difference is about 10 feet. The ground
surface is covered by a moderate growth of weeds and grass, and
numerous trees and shrubs.
We understand that the proposed new store will consist of a one-
story, slab-on-grade, tilt-up concrete structure, approximately
480 by 365 feet in plan dimensions. It is to be located in the
north-central part of the site as shown on the Subsurface
Exploration Plan, Figure 2.
In addition to constructing the new store, the project also
includes constructing approximately 15 acres of paved parking and
driveways surrounding the new building. Plans for the property
also include constructinq an 80,000 square foot retail pad in the
northwest corner and an 34,000 square foot retail pad in the
southeast corner. We understand from the Structural Engineer,
Mr. Rick Jones of Cramer & Galen, that column loadings for the
proposed new Fred Meyer store will range from approximately 120
. to 140 kips. Continuous wall loadings will range up to about
4 klf. The slab-on-qrade floor system could be required to
support an average unit loading of approximately 50 to 75 psf and
up to 250 psf in isolated locations.
The finish floor elevation of the proposed Fred Meyer store will
be 2,025 feet. This is approximately 1 to 3 feet above existing
grade.
Pavement design recommendations described subsequently are based
on a 20 year pavement life cycle, and equivalent 20 year cyclic
18 kip axle loadinqs of 10,000 for parkinq areas and 110,000 for
driveways and truck access lanes.
~ PREVIOUS STUDIES
i
In 1989, we conducted subsurface explorations and geotechnical
engineering studies for another project at this site. A total of
~ 24 hollow-stem auger borings, ranging in dePth from 4.5 to
15.5 feet were drilled as part of the subsurface explorations for
the project. Approximate locations of these previous borings are
shown on Figure 2. Summary logs of all the previous borings are
included in Appendix A.
~
SUBSURFACE EXPLORATIONS
To confirm the previously determined subsurface conditions a
~
Li
J.K.S. Architects E-1380-01
February 8, 1993
Page 3
series of 5 exploratory test pits was made at the site at the
approximate locations shown on Figure 2. The test pits were
excavated with a tractor-mounted hydraulic backhoe provided by
Vietzke Excavating, a local excavating contractor working under
subcontract to our firm. Each test pit was excavated to a depth
of about 10 f eet .
Soil conditions in tbe test pits were visually classified by Mr.
Conrad Kilian, our field geologist. Representative samples for
laboratory testing were collected from selected soil units
exposed in the test pits. Surnmary logs of the test pits are
presented in Table 1.
.
Upon completing the test pit excavations and logginq, the pits
were backfilled with the soil that had been excavated. The
backfill was tamped in layers with the backhoe bucket to achieve
a moderate deqree of compaction.
Test pit locations were determined by taping from existing site
features. Approximate ground surface elevations were estimated
from elevation data shown on a topographic site plan provided by
the surveyor.
LABORATORY TESTING
Soil samples were classif ied visually as they were recovered
durinq the subsurface exploration work. Representative portions
were preserved in air-tiqht jars for shipment to our laboratory.
Upon receiving them in the laboratory, the samples were
reexamined to verify and refine field classifications, in general
accordance with the procedures described in ASTM Standard D 2488.
Natural moisture contents were determined on all recovered
sataples to aid in classification and in evaluating engineering
properties. Moisture contents (ASTM Test Designation D 2216) are
expressed as a percentage, based on the dry weight of the soil
~ samples. Moisture contents are presented in Table 1.
Grain size analyses (ASTM Test Designation D 422) were conducted
on 3 samples to correlate the field and laboratory visual
~ classifications and for use in describing the soil units. Test
results are presented on Figure 3.
In order to assess subqrade properties for pavement design, a
Modified Proctor Test (ASTM D 1557) and a California Bearing
Ratio Test (ASTM C 1883) were conducted on a composite bulk
4
i
~
J.K.S. Architects E-1380-01
February 8, 1993
Page 4
sample of the near surface soil. Results of these tests are
described in the following section on Flexible Pavement.
SUBSURFACE INTERPRETATION
The site soils consist primarily of coarse-grained alluvium,
derived from glacial flooding during the Pleistocene Epoch.
Generally, four distinct soil units were encountered in the
current and previous explorations at this site:
• Existing FILL
• TOPSOIL
• S i lty GR.AVEL
• Sandy GRAVEL
. Each of these units can be described in general terms as follows:
Existing FILL was encountered in two of the previous borings (4
and 17) and consists of inedium dense to dense, brown to dark
brown, silty sandy GRAVEL. No debris was observed in the
existing FILL. However, two near surface samples from Boring 17
were observed to have a weak odor similar to paint thinner. This
odor was not noted during drillinq, but was observed upon
examination in the laboratory. No odors were noted in the test
pit samples.
The existing FILL was six feet thick in both borings. Water
contents in the existinq FILL range from 7 to 8 percent and
Standard Penetration Test N-values ranged from 15 to 37.
TOPSOIL was encountered at the ground surface ard in all five of
the exploratory test pits. It consists of loose, dark brown,
slightly organic, silty sandy GRAVEL, locally having occasional
cobbles. The TOPSOIL was about 1 foot thick in all of the test
pits. Moisture contents in this soil unit ranged from 13 to 17
percent.
Silty GRAVEL was found near the ground surface in all the test
pits and in most of the borings. It consists of inedium dense to
very dense, brown to dark brown, silty sandy GRAVEL, with cobbles
and boulders. Moisture contents in the silty GRAVEL ranged from
4 to 13 percent. Standard Penetration Test N-values ranged from
~
J.K.S. Architects E-1380-01
February S. 1993
Paqe 5
14 to greater than 50. This soil unit becomes less silty and
more sandy with increasing depth, grading into the sandy GRAVEL
below.
Sandy GRAVEL underlies the silty GRAVEL and consists of inedium
dense to very dense, light brown to tan to gray brown, sliqhtly
sflty sandy GRAVEL to gravelly SAND, with cobbles and boulders.
Moisture contents in the sandy GRAVEL ranged from 2 to
10 percent. Standard Penetration Test N-values ranged from 27 to
greater than 50.
Gradation analyses for the previous and current studies indicate
that the native soils contain as much as 60 percent gravel, and
between 7 and 27 percent silt.
Ground water was not encountered in any of the previous borings
or recent test pits. Based on other information, we believe that
the regional ground water table is approximately 80 feet deep in
this area. In our opinion, ground water should not be a factor
in the design and construction of the proposed buildinqs.
CONCLUSIONS AND RECONlMENDATIONS
General Site Prenaration
Trees, scrub veqetation, and grass areas exist in both the
proposed new building and new parking areas. Additionally, part
of the site is covered with asphalt pavement. A few areas are
underlain by existing abandoned underground utilities (natural
gas, water, and telephone) and septic systems. we estimate that
a 12 inch stripping depth in most areas will be sufficient to
remove the TOPSOIL and most of the roots and surface vegetation
matter. Somewhat less stripping may be needed in the paved areas
to remove old asphalt. We recommend grubbing out tree roots and
removing abandoned underground utilities, septic system
components, foundation components, and any other site debris.
Existing FILL was encountered in the east central and west
central portions of the site, but the areal extent of existing
FILL is not known. We also expect that FILL will be encountered
as backfill over underground utilities and septic system
components. The existing FILL was relatively dense where it was
encountered in Borinqs 4 and 17. However, because of the unknown
deqree of compaction used durinq placetnent, we recommend that all
existing FILL be removed from proposed new construction areas and
be replaced with compacted Structural Fill, in accordance with
~
~
J.K.S. Architects E-1380-01
February 8, 1993
Paqe 6
recommendations described subsequently under "Structural Fill".
After the stripping and over-excavation is accomplished, we
recommend proof-rolling the entire site with a heavy, vibratory
compactor (10 ton minimum static weight) with 4 to 6 passes.
This will help to densify the subgrade and identify any loose
areas that may have to be over-excavated and replaced with
compacted Structural Fill.
Foundations
In our opinion, the proof-compacted native gravelly soils
(excluding TOPSOIL) or Structural Fill would be suitable for
supporting the proposed new building loads on a system of
conventional spread-footing foundations, provided the following
recommendations are incorporated into your plans and
specifications. We recommend that new footings bear in proof-
compacted native silty GRAVEL ar sandy GR.AVEL or in compacted
. Structural Fill. In our opinion, footings should not bear within
soils identified as existing FILL, TOPSOIL, or other loose,
organic, or unsuitable soils that may be encountered during
canstruction.
We recommend usinq an allowable net soil bearing pressure of
3500 psf for continuous and isolated footings. This
recommendation is based on a minimum footing width of 1.5 feet, a
minimum depth of embedment of 1.5 feet below the lowest adjacent
qrade, and a factor of safety of three. The recommended bearing
pressure could be increased by 1/3 for transient loading
conditions, such as those resulting from wind or earthquake
forces.
We recommend that continuous and isolated footings have minimum
widths of 1.5 and 2.0 feet respectively. For frost protection,
we recommend founding all exterior footings a minimum of 3 feet
below adjacent exterior grades. Interior footings should be
founded a minimum of 1.5 feet below adjacent interior grades.
Bearing depths should be measured from the lowest adjacent ground
or slab surface to the base of the footing.
We estimate that, based on the estimated minimum footing
embedment, allowable soil bearing pressures, and estimated
structural loadings, the maximwa total footinq settlements could
range up to about 0.3 inches. We also estimate that maximum
differential settlement between adjacent footings will be on the
order of about 1/2 of the total estimated settlement. In our
opinion, because of the granular nature of the bearing soils, the
~
J.K.S. Architects E-1380-01
February 8, 1993
Page 7
settlements will probably occur nearly elastically and relatively
rapidly, that is, almost as fast as the loads are applied. Post
construction settlement will be a function of live loadinq
conditions and should be relatively small.
Excavating for footings may loosen or disturb the gravelly soils
at the subgrade elevation, particularly where cobbles or boulders
are removed. Disturbance could be kept to a minimum by using
smooth-edged, rather than toothed excavatinq equipment. We
recommend that loose or disturbed zones beneath the bearing areas
be removed and replaced with compacted Structural Fill.
Alternatively, if the depth of disturbance is not greater than
about 6 to 8 inches, the bearing area could be tamped with a
small compactor to provide a firm base for the footinq.
Lateral loading from earth, wind, or seismic forces will be
resisted by base friction and passive earth pressures acting
against the buried portions of the spread-footings. In our
opinion, passive earth pressures from compacted backfill against
. the sides of the footings could be estimated using an equivalent
fluid pressure of 450H psf, where H is the depth below grade.
This value should be used with a safety factor of about 1.5 and
assumes that all backfill around the footings is compacted as
Structural Fill and extends beyond the outside edge of the
footinq a minimwa of 2 tiYaes the footing depth. For sliding
friction at the base of footings, we recommend using a
coefficient of friction between mass concrete and the bearing
soil of 0.45. This value should also be used with a safety
factor of about 1.5.
The project site is located in Seismic Zone 2B, as identif ied by
the 1991 Uniforia Building Code. For seismic design
considerations, the seismic zone factor would be 0.20; the site
coefficient would be 1.2.
Lateral Earth Pressures
For lateral design of below-grade walls that will act as
retaining walls, we recommend usinq an equivalent fluid pressure
of 35H psf where H is the height of the backfilled portion of the
wall in feet. This recommendation assumes that the wall is free
to deflect when the backfill is placed; that fs, the active earth
pressure condition. We recommend using an equivalent fluid
pressure of 55H psf, if the top of the wall is totally
restrained; that is, the at-rest pressure condition. Generally,
if the deflection at the top of the wall can exceed about 0.001
times the free standing wall height, it may be assumed free to
~
' J.K.S. Architects E-1380-01
February 8, 1993
Page 8
deflect and the lower of the two earth pressures used.
The lateral earth pressure may be assumed to be distributed
hydrostatically down the height of the wall. These values may
also be used for design of temporary shoring, if necessary.
Excavations
Excavations up to about 4 to 6 feet deep will be required for
utilities, footings, and over-excavation of existing FILL. In
our opinion, excavation can probably be accomplished with
conventional equipment such as backhoes, dozers, and rubber-tired
loaders.
Since the maintenance of stable excavations is related to job
safety, excavation stability should be the responsibility of the
Contractor. All excavations should cbnform to Federal, State,
and local standards. Based on information from the exploratory
. test pits and previous borings, the site soils would classify as
OSHA Type C. for excavation regulation purposes. For Type C
soils, OSHA recommends that all unsupported simple slope
excavations, 20 feet deep or less, have a maximum allowable slope
angle of 1.5 H on 1 V.
Subarade Prevaration
Our recommendations for subgrade preparation for the placement of
structural Fill, or concrete footings, are generally similar.
The following recommendations assume that rough grading and
proof-rolling have been completed. For areas where Structural
Fill will be placed for the support of buildinqs or pavements, we
recommend scarifying the existing surface to a depth of about
6 inches, conditioning the soil with moisture if necessary, and
mixing with about 6 inches of Structural Fill material. The
surface should then be compacted with sevexal passes of the
compaction equipment to obtain a minimum density of 95% of the
Modified Proctor Maximum Dry Density (ASTM D-1557), followed by
placing and compacting subsequent lifts of Structural Fill.
Concrete footings should be placed on proof-rolled native
Y qravelly soils (excluding ToPSOIL) or on Structural Fill
compacted to 95% of the Modif ied Proctor Maximum Dry Density.
,
~
J.K.S. Architects E-1380-01
February 8, 1993
Page 9
Structural Fill
We recommend the Structural Fill material consist of clean,
reasonably well graded sand and gravel, having a maximum size of
about 6 inches and not more than about 15% by weight passing the
No. 200 sieve. That portion passing the No. 200 sieve should be
nonplastic. In our opinion, most of the on-site soils, excluding
TOPSOIL, would be acceptable for reuse as Structural Fill.
However, because of locally high silt content, a few areas within
the silty GRAVEL would not be suitable for reuse as Structural
Fill. Such silty soils have previously been used as compacted
structural Fill, but only when moisture contents can be
controlled within a few percent of optimum. Successful treatment
and reuse of siltier parts of the silty GRAVEL will therefore be
highly dependent upon the weather conditions at the time the work
is accomplished. Additionally, for acceptable reuse as
Structural Fill, most of the on-site soils will require removal
of over-size cobbles and boulders. Import fills should be
approved by the soils engineer.
.
Structural Fill should be brought to optimum moisture content,
placed in thin lifts (not more than 10 inches in loose thickness)
and compacted to a density of not less than 95 percent of the
Modified Proctor Maximum Dry Density (ASTM D-1557). Laboratory
maximum density testing should be performed on all potential
Structural Fill materials to establish moisture and density
criteria before fill placement beqins. We recommend that
Structural Fill placement and compaction be continuously
monitored by an experienced soil enqineer, or engineering
technician, representing the 4wner.
Floor Slabs
In our opinion, the proof-compacted native gravelly soils
(excluding TOPSOIL) or compacted Structural Fill will provide
sufficient support for slabs-on-grade. We recommend that the
subgrade in the proposed slab areas be compacted and then capped
with a 4 inch thick cushion of 3/4 inch minus crushed rock or
qravel to provide uniform support. The gravel cushion and the
subgrade surface below it should be compacted to 95 percent of
the Modified Proctor Maximum Dry Density. We recommend that
laboratory compaction testinq be performed prior to field work on
representative portions of the materials proposed for use as slab
cushion, as well as subgrade.
~
J.K.S. Architects E-1380-01
February 8, 1993
Page 10
Flexible Pavements
We anticipate that the pavement subqrade will probably be the
proof-compacted silty GRAVEL or on-site silty GRAVEL► that is
reused as Structural Fill. The Modified Proctor Compaction Test
shows that this soil has a maximum dry density of about 142 pcf
and an optimum moisture content of about 4 percent. The
California Bearing Ratio of this material is about 35. The
followinq recommended design for the new pavement is based on
these compacted soil parameters, a 20 year life cycle, and
equivalent 20 year cyclic 18 kip axle loading for the parking
areas and driveways of 10,000 and 110,000 respectively.
For parking area pavements, we recommend using a minimwn of
2 inches of asphalt surfacinq, overlying 6 inches of crushed rock
base coarse. For driveways, truck access lanes, and other areas
subjected to heavy traffic, we recomYnend increasing the asphalt
surfacinq thickness to 3 inches and the crushed rock base coarse
thickness to 8 inches.
.
The base coarse should be placed over the compacted Structural
Fill or proof-compacted native sl.lty GRAVEL or sandy GRAVEL. We
recommend against pavinq over existinq FILL, ToPSOIL, or other
loose, organic, or unsuitable soils that may be encountered.
The crushed rock base coarse should meet the following qradations
and other requirements:
Percent by Weight
Sieve No. Passinq
~ 1 - 1/4 in. 100
5/8 inch 50-80
1/4 inch 30-50
No. 40 3-18
~ No. 200 < 5
Minimum t Fracture 75
Minimum Sand Equivalent 40%
The crushed rock base coarse may be placed in a single lift and
should be compacted to a density of not less than 95 percent of
the Maximum Density, as determined by the Modified Proctor
Method, ASTM D-1557. We recommend that the natural soils makinq
up the subqrade beneath base coarse materials be compacted to
95 percent of the Modified Proctor Density.
The asphalt pavement should meet the specifications for Class B
asphalt concrete, as described in the 1991 Standard
J.K.S. Architects E-1380-01
February 8, 1993
Paqe 11
Specifications for Road, Bridge, and Municipal Construction,
Washington State DOT. The asphaltic concrete should be compacted
to 97 percent of the maximum density as determined by the
Marshall Mix Design Procedure, ASTM D 1559.
Site Drainaqe and Erosion Control
Runoff from roof drains and pavements should be collected and
discharged into storm sewers, or into appropriately designed
storm water detention facilities. This site is located over the
Spokane Regional Aquifer. Therefore, plans for developing
commercial areas are required to include special provisions for
handling runoff which may contain materials that would cause
degradation of the aquifer water quality. Typically, this
involves a grassy swale for detentfon of storm water accumulatian
and a drywell for overflow disposal. We recomntend that drywells
be of sufficient depth to discharqe into the sandy GRAVEL. Based
on our experience in the Spokane Valley, in our opinion the
, permeability of the in-place sandy GRAVEL at the probable
elevation of drywells is on the order of about 50 to 500 feet per
day. We recommend that, if drywells are used for disposal, they
not be located closer than about 20 feet to the new structures.
Final grading of the site shauld be designed to promote drainage
away from the building.
For erosion protection, permanent, unsupported, unpaved slopes
should be constructed no steeper than 2 H on 1 V. All newly
constructed slopes should be seeded or sodded within the first
growing season.
LIMITATIONS
The analyses, conclusions, and recommendations contained in this
report are based on our interpretation of the subsurface
conditions and assume that the information obtained from the
current test pits and previous borinqs is representative of the
subsurface conditions throughout the site. If, during
construction, subsurface conditions different from those in the
test pits and previous borings and described herein appear to be
present beneath the site, we should be advised at once, so tbat
- we can review these conditions and reconsider our
recommendations, where necessary.
~
J.K.S. Architects E-1380-01
February 8, 1993
Page 12
This report was prepared for the use of the Owner for the design
of the proposed new Fred Meyer store in Spokane, Washington. It
should be made available to potential contractors and/or the
Contractor for information on factual data only, that is, test
pits, borings, logs, and soil samples. This report should not be
used for contractual purposes, or as a warranty of interpreted
subsurface conditions, such as those indicated by the test pit
and boring logs, or discussions of the subsurface conditions
contained herein.
We reconnnend that close quality control be exercised during
Structural Fill placement and compaction and in the preparation
of foundations. We also recommend that the subqrade preparation
and the foundation construction work be observed by a
geotechnical engineer.
If there is a substantial lapse of time between the submission of
this report and the start of the work at the site, or if
conditions have changed due to natural causes or construction
, operations at or adjacent to the site, or if the basic project
scheme is significantly modified from that assumed, we recommend
that this report be reviewed to determine that the conclusions
and recommendations contained herein are still applicable. If
you desire, we will review those portions of the plans and
specifications which pertain to earthwork and foundations to
determine if they are consistent with our recommendations. We
recommerd that you retain us to observe site preparation and
foundation construction, and other foundation related field
operations as may be necessary.
This report does not include a review of historical data,
reconnaissance, or testing to assess the presence of any
` hazardous substances.
Unanticipated soil conditions arecommonly encountered and cannot
be fully determined by merely making test pits, test borinqs, or
other explorations. Such unexpected conditions frequently
require additional expenditures be made to obtain a properly
~ constructed project. We recommend establishing a contingency
~
J.K.S. Architects E-1380-01
February 8, 1993
Paqe 13
fund to accommodate such unexpected conditions.
Sincerely,
g, C~1
GIFFORD CONSULTANTS, INC.
C7 z
~
~ .q 0027?1i
Grant R. Cummings, P.tk., P. G. fGeological Engineer ~l
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President
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EXPiRES 05123/
+Enclosures: lmport'~-, ii"ation about Your Geotechnical
k Enqineering Report
Figures 1 - 3
~ Table 1 (2 pages )
~ Appendix A(Figure.s 2-25 frcm report E-1033-02, May 1989)
0
11
E-1380-O1
TABLE 1
SUMKARY TEST PIT LOGS
TP-101 G.S.E. 2022' January 7* 1993
0.0-1.0' Loose, dark brown, slightly organic, silty, sandy
GRAVEL (TOPSOIL); moist.
1.0-5.0' Medium dense, brown, silty, sandy GRAVEL, with
occasional cobbles and baulders to 2 ft. diameter;
moist, subrounded.
Moisture Content = 7%
5.0-10.0' Dense, light brown, sliqhtly silty, sandy GRAVEL,
with cobbles and boulders; moist.
Moisture Content = 6%
Pit terminated at 10 ft. because of cavinq.
No qround water encountered.
TP-102 G.S.E. 2023' January 7. 1993
0.0-1.0' Loose, dark brown, slightly orqanic, silty, sandy
GRAVEL (TOPSOIL); moist.
Moisture Content = 17%
1.0-3.0' Medium dense, brown, silty, sandy GRAVEL, with
cobbles and occasional boulders; moist,
subrounded.
3.0-10.0' Dense, light brown, silty, sandy GRAVEL, with
cobbles and boulders; moist, subrounded.
Moisture Content = 6%
Pit terminated at 10 ft. because of caving.
~ No qround water encountered.
.
TP-103 G.S.E. 2022' January 7. 1993
, 0.0-0.81 Loose, dark brown, slightly organic, sandy GR.AVEL
' (TOPSOII moist, poorly graded (f ine GRAVEL).
Moisture Content = 13%
0.8-4.0' Medium dense, brown, silty, sandy GRAVEL, with
~ cobbles and occasional boulders; moist.
4.0-10.0' Dense, light brown to tan, slightly silty, sandy
GRAVEL, with cobbles and occasional boulders;
slightly moist, subrounded to rounded.
Moisture Content = 2%
Pit terminated at 10 ft. because of caving.
No ground water encountered.
~
,
E-13VO-Ol
TP-104 G.S.E. 2024' January 7* 1993
0.0-1.0' Loose, dark brown, sliqhtly organic, silty sandy
GRAVEL (TOPSOIL), with cobbles; moist.
1.0-4.0' Medium dense, brown, silty, sandy GRAVEL, with
cobbles and occasional boulders to 4 ft. wide;
moist.
Moisture Content = 11%
4.0-10.0' Dense, light brown, slightly silty, sandy GRAVEL,
with cobbles and occasional boulders; moist,
subrounded.
Pit terminated at 10 ft. because of caving.
No ground water encountered.
TP-105 G.S.E. 2023' January ?f 1993
0.0-1.0' Loose, dark brown, silty organic silty, sandy
GRAVEL (TOPSOIL); moist.
1.0-5.0' Mediwa dense, brown, silty, sandy GRAVEL, with
cobbles and occasional boulders; moist,
. subrounded.
Moisture Content = 7%
5.0-10.0' Dense, light brown to tan, slightly silty, sandy
GRAVEL, with cobbles and boulders to 2 ft.
diameter; moist.
Pit terminated at 10 ft. because of caving.
No ground water encountered.
~
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Spokane, Wash
~ VICINITY MAP
FEB 1993 E-1380-01
c° Awwm~ GIFpOW COAl3ULTAMTS, INC ~
C&OTECURW►L ENOWURS
FIG. 1
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PROPOSED TENANT /
BUII.DING PAD #1
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PARKIN~
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Q ~ 103 18 . 22 ~ 1889 Boring Looatfon
Ig 1983 Tea1 Pit location
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N PARKING
24
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20 18 " BUILDINGS
EXISTINR
BUILDING ;23 ,
.
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FREO MEYER at SPRAGUE AND SULLIVAN
SPRAGUE AVENUE Spokane, Wash
SUBSURFACE EXPLORATION PLAN
-
PAOPOSED TENAHT FEB 1993 E-1384-01
BUILDlNG PAD #2 AMr ti1FF0AG COHSUI.tANTS, iNC.
tomt,tw0.'1►N.tiwwwwwyrMi83V2 FIGe 2
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Fred Meyer
102-1 0.5' GP-GM Slightly silty sandy GRAVEL 15.7 Sprague and Sullivan
142-2 10.0' GP-M S].ightly silty sandy GRAVEL 5.6 GRAIN SIlE CUSSIFICaTIQN
-'ni 101-A 1-3' GP-W Slightly silty sandy GRAVEL 6.6
~ Januarv 1993 E-1380-01
a GIFFORD CONSULTANT3. INC.
Qeolechnlcal Enplneera
' E-1380-O1
~
~
0
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.
~
APPENDIB A
19,89 Borinq Logs
-
:
,
,
L
,
,
SOIL DESCRIPTION a a oa PENETRATION RESISTANCE
W m Qa ♦ Btows per too!
Surface Elevatiorc o N 03 o p 25 50
Loose to medium dense, dark brown, sl i ht-
.
ly organic, sandy, silty GRAVEL (Topsoil 1.0 ~ ; , - • ; ; • ; ; • • •
moist. / • • : • : . .
1 ~ . . . .
Medium dense, brown, sand,y, silty GRAVEL; A
moist. ~ 2.5
' . '
. .
c, . . ,
2 . ~ . .
r 5.0
~
. . . .
L • . ~
• ~ . . . . . . ~ . ~
~ . . .
r- '
i - - •
3 • • - . .
'G . . . . .
' 7.5
j . . . :
>
L • • - . .
~ . .
~ ~
0 • . .
f . . . . .
9.5 3 ~ ~ . . . .
. ~
Very ense, brown to gray-brown, sltghtl~r z 10.0
si 1 ty, sandy GRAVEL, wi th cobbl es and : 71
boulders; moist. • • • • .
~ . . .
' .
. . . .
12.5 ' . . . .
w • • • •
• • o
4 -
15.0 . . . . , b2
15.5 "
End of bori ng . :
Compl eted 5/5/89 ' . , • ; ; •
17.5
• .
. . . . .
. . . .
. . . .
. .
. . . . .
. .
LEGEND ~ ° 10 2D
• 96 WATER CONTENT
I 2' O.D. svttc-Spoon Sample Impervtous Seel Sul l i van/Sprague Shoppi ng Center
II s• O.D. ThirrWell Sampfe ` Water Level Spokane, Washington
* Sdmp1e Not Recovered ~ Piezometer Tip L 4 G O F B O R I N C N O. 1
,
NOTE: The stratltlcatlon Iines represent the approximate Mdy 1989 E-1033-02
boundaries between soll types. The actuel transitlon9 may GIFFORD CONSULTANT3. INC.
~ be praduel. _ Geotechnical Englneers FIG• 2
SO1L DESCRIPTION a a~~ F=.. PENETRAT ON RESISTANCE
W 2 Q< W ♦ Blowa per toot
~ Surtace Elevatlonc o ~ 0 3 0 0 25 50
, l Loose to medium dense, dark brown, sl i ht- • • • • • • • • • • • •
~ organi c, sand,y, s i 1 t~r GRAVEL (Topsoi 1 ; ~ ~ ~ ~ • ~ : ' :
• moi st.
~
1.5 ~ . . . . . . .
~
Dense, brown, sandy, silty GRAYEL; moist.
-r . . .
~ 2.5
o, . .
~ . .
L
,0 . .
4.5 2 ~ • * -
Very dense, brown to gray-brown, slightly ~ 5.0 b~t ♦
silt,y, sand,y GRAVEL, with cobbles and " w .
boulders; moist. $A •
o . .
4u . . . .
c . .
o • -
z . . .
7.5 . . . .
End of borin 8'0 • . • • ~ •
9 .
Completed 5/5/89 - • •
~
.
. . . . .
~ . .
~
~ ' . .
~
. . .
M
~ : • • •
~ . • . .
~ • .
~
{1 • •
} . . •
f
. . . .
~ • .
.
.
~ • • • • • • ' '
. . . . .
. . . . . . .
I ~ . • . . ~
L-E G U D ' o io 20
.
• 96 WATER CONTENT
I 2' O.D. Split-Spoon Sample Impervious Seel Sull ivan/Sprague Shopping Center
II 3' O.D. Thin-Wall Sample ` Water Level Spokane, Washington
* Sample Not Recovered ~ Ptezometer Ttp L O G O F B O R I N G N O. 2
NOTE: The stretificdtion lines represent the approximate May 1989 E-1033-02
bounderles between soil types. The actuel transittons mey GiFFORD CQNSULTANTS. INC. I FIG 3
be AraduBl. 6eotechnlcAl Enaineers •
i j - ~ W ~ PENETRATION RESISTANCE
~ SOIL DESCRIPTION
a g Oi W A 81ows per toot
Surf ace Elevatiort o 00 25 50
. . . .
Loose to medium dense, dark brown, slight-
- ly organic,.gravel ly, sandy SILT (Topsoil l • : • • . : • • • ; ;
w ~
moist. • - •
1.5 .
Medium dense to dense, brown, sandy, 1 . • : :
si 1 ty GRAVEL; moi st. ~ 2.5 _
cm -
~ .
. .
r . .
~
w ~ ~
7~ ~ ~ •
2 1° . • ~ • • •
~ 5.0 ,
~
~ . . . .
Y
' • • ~ • •
~ • • • • • • •
~ . : ~ • • •
> ~ • • • •
i ~ • • • • •
~ • • ~ • ~ • •
y 7.5
~ .
0
-
~ . .
o .
• • '
9.5 3 • • :
Very dense, brown to gray brown, slightl.y 10.0 , . . 65,
- s i 1 ty, sandy GRAVEL, wi th cobbl es and . .
Y
boul ders; mo3 st.
.
~ . . . . .
. .
,
. .
,
. . .
.
; 12.5
. .
. . . . .
` . . . • •
- 4
15.0 ga ~
15.5 ~ . ' . . . :
~ End of bori ng
~
Completed 5/5/89 • • •
.
. . . . .
17.5
, . .
s . . . . . .
, . . . . . . .
. . . . .
. . . . . . . .
• . . . . . .
. . . . . .
. . . . . . . . . .
~ ~ ~0 20
U GE N D • 96 WATER CONTENT
I 2• o D. spilt-Spoon Vample unpenAous seat Sul l ivan/Sprague Shoppir►g Center
]I 30 O.D. ThttrWall Sample ` Water Levef Spokane, Washington
* Siimpfe Not Recovered ~ Ptezomatet Tip L O G O F B 4 R 1 N G N O. 3
,
NOTE: The stratittcdtion Itnes represent the spproximale May 1984 E-1033-02
boundatiea between soil types. The actuel frensitions may GIFFORD CONSULTAN7S, INC. F~G.~
be greduel. Geotechntcet Engineers r .
~
PENETRATION RESI9TANCE
SOIL DESCRIPTION ~ a 0~.. ~ J~~~vv~~y
w ~ ~ w • Blows per toot
3urtace Qevattorc o NCC3 o p 25 60
, l i
' Medium dense, dark brown, sand.y, silty
gravel FILL; moist. ; . • . . . : :
.
. .
. . .
-A
_ . .
~ 2.5
~ -
~ .
-r . . .
r-- . . . .
~
• • . •
s„ •
2 ~ • . .
p1 5.0
c
.r- - -
L • . . . . .
~ • • . . . . .
6 .0 M - • • •
Very dense, brown to gray-brown, slightly M
si 1 ty, sand,y GRAVEL, wi th cobbl es and L
boulders; moist. ~ • • - -
~ 7.5
o . . .
~ .
~ . .
Z . . .
. . .
. . . .
3 .
r . . . . . . •
10.0
10.5 . . : : . .
End of bori ng _ ; , : . . • : - . : : :
' Compi eted 5/5/89 • • • - • • • • • -
• . .
• .
12.5
. . . .
.
~ .
. . . .
. .
• . . .
. . . .
,
~ . . .
. .
. . . .
~ . • '
. . .
LEGEND ~ 0 10 20
, O 96 1NATER CONTENT
I 2' O.D. sout-spoon sampte Impervfous Seat Sul l ivan/Sprague Shopping Center
II 3' O.D. Thlrt-Wall Sample ` Water Level Spokane, Washington
* Ssmple Not Recovered ~ Piezometer Ttp L O G O F BO R I N G N O. 4
NOTE: The atratitlcdllon lines represent the epproxlmate May 1989 E-1033-02
boundaries between sotl types. The actual trsnsitions may QIFFORO CONSULTANTS. INC. 1
be greduat. Geotechnical Engineers F1G.5
SOIL DESCRIPTION ~w ~ PENETRATION RES{STANCE
w Qa w • Blowa per foot
Surface Qevatlorc o ~ p3 o p 25 60
y 1 i
Medium dense, dark brown, sandy, si 1 tx • • • • • • • • • • • - •
. w . . • . . . : . . •
GRAVEL; moist. . . . . . . . . .
'
.
v~ • • -
Y C • • ~ ~
• • •
2.5
r-
• • . .
3.0 ' : . . . .
Dense, brown, sandy, silty GRAVEL; moist. o, , -
c •
. ,
~ . .
2
M 5.0 . . .
~ . . . . .
.
6.0 ~
Uery dense, brown to gray-brown, sl ightly o . . . ' ' : ' . ' . ;
• s i 1 ty, sandy 6RAVEL, wi th cobbl es and •
boulders; moist. ~ : ~ • ~ ~ ~ ~ ~ . . .
c
z 7.5
, .
. . . .
. . .
~ 9.5 3 1 ~ ~ • . . . : . ~
End of boring 10.0
Completed 5/8/89 • • • • -
~ : .
. . .
. •
. . .
. . .
. .
:
. . . .
.
' . . . .
Li . ' . .
~ .
! - . . . . . .
. . . . . .
. .
• . . . .
. . . . ,
~ • . .
. . . . . .
. . . . . .
N D o 10 20
• 96 1NATER CONTENT
' I 2' O.D. sRnc-Spoon Sample Impervtous Seal Sul l i van/Sprague Shoppi ng Center
II s• O.D. Thln-Wa11 Sample ` Water Level Spokane, Washington
* Simp1e Not Recovered ~ Rlesometer Tip L O G O F B O R I N G N O. 5
NOTE: The stratlltcdtton Iines represent the approximate May 1989 E-1033-02
boundaNea between soil types. The actuef transitions may GIFFORD CONSULTANTS. INC. -
be eradual. Oeotechnical Englneers FIG. 6
PENETRATION RESISTANCE
' SOIL DESCRiPTION X. a~
'
w ~ t W • Blowa per foot
Suriace Qevettoric o v~ cs~ o p 28 60
L ,
Loose to medium dense, dark brown, sl ight- 0.5
~ ~ . • • •
ly organic, gravel l.y, sandy SILT (Top- 1 • ~ ~ : . ~ . : : • : : ,
soi 1 moi st. • • • . . '
. . . .
Dense, brown, sandy, silty GRAVEL; moist. . •
2.5 ~
r- -
. . . . .
i . . » .
2 ~ .
cn '
~ •
Y ♦ ~
r~
i • •
~ • .
3 ~ . . . : :
m 5.0
. . . .
r~ \ • • • • • • • •
r
~ . . . . . . . . . .
6•0 . . . . . . . .
~ .
Uery dense, brown to gray-brown, sl ightly o ' . .
' silty, sandy GRAVEI; slightly moist. .
nu
~ . « r . •
" Z 7.5
f . .
1 • . . . -
I . .
~ • • . • . •
.
10.0 • • p• , ,
. . . . . . . 71
~ Y • • • • • • • • • • • ♦ ♦ • • :
• 10.5
' End of boring • • . : .
~ Compl eted 5/8/89
~ .
~
, . .
12.5
~ . . .
. .
.
. . .
' . . . .
. . .
. .
. . .
LEGE .
. . .
• . . . .
. . . . . . .
. .
. . .
p o 10 20
• 96 WATER CONTENT
I a' O.D. splic-spoon sample tmpervtous Seal Sul l ivan/Sprague Shopping Center
II 30 O.D. Tntn-wau sampie ` Weter Level Spokane, Wash i ngton
* Simple Not Recovered ~ Plezometer Tip L O G O F 6 O R I N G N O. 6
NOTE: The stratificalion Iines represent the epproximate May 1989 E-1033-02
boundeties between soil types. The ectuel transitions may GIFFORD CONSULTANTS. INC. L
F~G 7,
be preduel. Geoteehnical Engineers •
' - SOIL UESCRIPTION f- a0;: F rtnc I rtA 1 Iutv rtt,1b 1 ANVt
W w • Blows per toot
Surface Eievattorc o ~ c~3 o p 25 50
. . . . . . .
~ Medium dense, dark brown, sandy, silt.y • • • • • -
. ~
GRAVEL; moist
1 .
.
Y •
2.0
Medium dense, brown, sand,y, silty GRAVEL; 2,5
slightly moist.
Q, . . .
~
. .
~
r . .
w y.~ •
i -
2 ~ . . ~ .
c 5.0
,r . . . .
i . . .
~ . . . . . .
~ ~ . . . .
" -0 . . ,
~ . . . . . .
~ - .
S~ . . .
cu . . . . . . .
~ .0 7.5
O ' •
. .
~ Dense, brown to gray-brown, sand,y, sil ty 8* ~ • • . . . . . . :
GRAVEL; sl ightiy moist. ~ z° •
' 3 ' . . .
10.0 ~
~ . .
Y • • • • • • • • • • •
• • • • • • •
~ • • • • • • •
• • • • • • •
~
~ • ~ • • •
T 12.0 • • • • • ~ • •
1
° Very dense, brown to gray-brown, slightly 12.5
silty, sand,y GRAUEL; sl ightly moist.
r
. . . .
~ 4
~ 15.0 . . 69~.
15.5
~ End of bori ng : - • : : - : .
Compl eted 5/8/89 , . ,
. .
, 17.5
. .
. . .
. .
LEGEND o 10 zo
• 96 WATER CONTENT
I 2• O.D. spric-3poon Sample Impervlous Seel Sul l ivan/Sprague Shopping Center
II a' O.D. ThirrWell Sample ` water Levet Spokane, Wash i ngton
* Sample No! Recovered ~ Piezometer T1p L O G O F B O R I N G N O. 7
NOTE: The strettllcdtion Iines represent the approximate 14aY 1989 E-1033-02
boundertes between soil types. 7he actual transitions mey GIFFORO CONSULTANTS, INC. '
be greduel. Qeotechnical Engineers FIG- 8
,
N aI „ ~~,W. f=.. PENETRAT ON RESI3TANCE
SOIL DESCRIPTlO
W Q< W A 81owe per toot
Suriece Elevettorc o 0 0 25 50
1 ~
o .
Medium dense, dark brown to brown, sand,y, ~ - • .
silt,y GRAVEL; moist. • • ~ . • '
Y ~
r
cn 2.5
~ • •
3.0 . . .
Uery dense, brown to gray-brown, slightly_ = •
silt,y, sandy GRAVEL, with cobbles and
boulders; moist. - • •
2 cn . . .
's 5.0
~ •
.o . . .
~ -o : .
~ . .
~ . .
. . .
y . . . .
.D . .
° 7.5
- - -
~ . .
z .
w • •
3 ' . .
. 10.0 , . . . . .94
~ 10.5
' End of boring • • • - •
• Compl eted 5/9/89
N ~
~ • ~ • •
~ ~ ~ • • • •
~ • • • • •
12.5
- . .
. . . .
Li . . .
• . . .
. . . . . .
+ .
.
r ~
11 .
LE G F,...N..D o to zo
• 96 WATER CONTENT
I 2' O.D. Split-Spoon Sampie tmDervious Seal
Sullivan/Sprague Shopping Center
II a' o D. ThirrWail Sampfe ` water Levei Spokane, Wash i ngton
* Sinple No! Recovered ~ Piezometer Tip L O G O F B O R! N G N O. 8
NOTE: The stretiltcation lines reDresent the approximete May 1989 E-1033-02
boundaries between soil types. The actuel transltlons may GIFFORD CONSULTANTS. INC.
be pradust.
_ `-`i ZW = PENETRATION RESISTANCE
SOIL DESCRIPTION ~ ~ ~ ~
w < w • Biows per foot
Surface Qevatlorc o 0 c93 00 25 60
~
Loose to medium dense, dark brown, sl i ~ht- • • ~ • • • • • • • • • -
~ organic, sandy, si 1 t.y GRAVEL (Topso. ' ' ' :
.
moist. 1 . ~ . .
1.5 •
Medium dense, brown, sandy, silty GRAVEL;
moist. ~ . .
~ 2.5
3.0
Very dense, brown to gray-brown, sliqhtly
s i 1 ty, sand,y GRAVEL, wi th cobbl es and 'L
boulders; moist. ' ~ ~ '
o, . . ! .
c
i 5 . 0 53
~ •
Y ~ ~ • • o
~ • • ~ • • • ~ ~ •
~ • • ~
~ • • •
A• • ~ • • • • •
.\fw/
y. • • • • ~ • •
~ 0 7.5
0u
O - -
Z . . .
. • .
w . . • _
• • ♦ • •
•
♦ • • • •
3 ~
. 10.0 Ar-
, 10.5
' End of bori ng . . . . '
_
Compl eted 5/9/89 : • • : • • : :
. . . . . .
12.5
. . .
~ . . . .
~ . . . . .
.
.
. : . . .
. . . . . .
p o 10 zo
• 96 WATER CONTENT
I 2' O.D. sptrt-spoon dample Impervtous Seal Sul 1 i van/Sprague Shoppi ng Center
~i 3• O.D. Thin-Wall Sample ` Water Level Spokane, Washington
* Sampte Not Recovered ~ Ptezometer Tlp L O G O F B O R I N G N O. 9
~
N07E: The strattftcation 11nes represent the apprQ xlmate May 1989 E-1033-02
boundarles between sofl types. The ectual transitions mey GIFFORO CONSULTANT3. INC. '
~ be pradual. Geotechnicel Enginsers FiG.IO
_ • r ~ ~
,W PENETRA7ON RESiSTANCE
DESCRIPT{ON x a~~,.
SOiL W ~~3 W ♦ 131owa per ioot
surteca Qevetrorc o w v o o 215 60
1
. .
Dense, dark brown to brown, sand,y, silty _ •
GRaVEL; moist. • • • • • ~ ~ ~ -
1 . .
. .
2.0 ~ . . .
cn
Very dense, brown to gray-brown, slightly ~ 2•5 . , .
silty, sandy GRAVEL, with cobbles and = •
, ~ . .
boul ders; moi st. ~ -
~o . .
~ ~ . . .
~ • . .
Z L . . . . .
-0 5.0 . 59 ~
M . . . . . .
s- . . . . . .
~
~ . . . .
~ . . .
p . . . .
~ . .
~ 7.5
_ o
Z
. ~ • . ~ , . ~ .
w • ~ •
~ 3 . .
9.8
. `
? End of bori ng 10.0 . . • , . . , .
Completed 5/9/89 - • • • • • • -
. " . : .
R
. . . . . . .
. . . . . . . . .
~ . . . .
11 • •
, .
Q~ •
~ : . . . . ~ .
. . . . .
. . . . . . .
~ . .
G . . . .
! . . . . . . . .
`t-
~ . . . .
. . .
~ • • . .
. . . . . . . . . . . .
~
0 10 ~
J ~ • 96 YVATER CONTENT
I 2' O.D. spii:-Spoon Sample Imveryious seei Sul 1 i van/Sprague Shoppi ng Center
II 3' o.o. ntn-wea sample ~ water LeYei Spokane, Washington
Sfimpte Not Recovered ~ Ptezometer np L O C O F B O R f N G N 0.10
NOTE: The atratitlcdtion fines represent the approximate May 1984 E-1033-02
boundeNea between soll types. The actual transitions may ` GiFFORD CONSULTANTS. 1►ue i.-. .
bg ArAdl1Al
STaNDARD
SOIL DESCRIPT1aN x PENETRATION RESISTANCE
W O.C W ♦ Blowa per foot
sutface devetton o ~ O3 0 0 2~5 so
r
~ . . . . . . . . . . . . .
Med i um dense, dark brown, sand,y, s i 1 ty • ~
GRAUEL wi th boul ders; moi st.
1
. ~
1.5
Medium dense to very dense, brown to
. .
gray-brown, sl ightly sl1 t.y, sand,y GRAVEL ~ 2.5
with cobbles ana boulders; moist. i -
~v .
~
c • -
s- .
2 ~ • ~
~ 5.0
M . . .
Y W • ~ • •
~ • ♦ • • • ~
~
~ • •
LO) ~ • • •
~ • • •
O • •
~ • • • •
O 7.5 . .
z
. .
. .
w • ~
3 .
. . . . . A
T 10.0 10.0
~ • ~ • • • •
• •
End of bori ng • . , • • : • : • • -
Compl eted 5/9/89 • • • • - - ~ • ~
. . . . .
° 12.5
~
~ ' - . •
, . .
. .
~ . . . .
• . : . '
. .
I
16
L E G E N D ~ • 96 WATER CONTENT 20
I 2' O.D. Split-Spoon Sample Impervtous Seat
Sullivan/Sprague Shopping Center
II 3• O.D. Thln-Well Sample ~ weeer Levei Spokane, Washington
* Sampie Noi Recovered ~ Piezometer Tip L O G O F B O R I N G N 0.11
!
NOTE: The stratlticdtlon iines reptesea~t the approximate May 1989 E-1033-02
boundarles between soil types. The ectual trensitions may GiFFORD CONSULTANTS. INC. 7
be otaduel.
t,=„ a ~ PENETRATION RESlSTANCE
- SOIL DESCRIPTION
W 7 Qa W ♦ BlOWB p@i fOOt
Surtace Etevatiorx , O ~ 03 0 0 25 60
Medium dense, dark brown, sandy, si 1 ty , ,
, . .
GRAVEL; moist
.
Dense to very dense, brown, sandy, si 1 ty 1~ 1
GRAVEL with cobbles and boul'aers.; moist. - • •
_ . .
2.5 ' . .
c •
•r ' '
r . . . .
'i . . . . .
2 ~ ~ ~ . .
C~ 5.0
c . -
i . . . •
6.0
Yery dense, brown to gray-brown, slightly ~ . .
s i 1 ty, sand,y GRAVEL wi th cobbl es and > •
. . .
boulders; moist. a
7.5 _ . ,
8.0 0 ' . : . .
Dense, brown to gray-brown, slightly, ~ -
silty, sandy GRAVEL; moist.
, . . .
3 lo•O . . . . . i .
.
10.5 " : . .
• End of bori ng • • • - • • • - .
, Compl eted 5/9J89
. . . .
12.5
. ' '
, . . .
~
~
. . .
, . • ' ' :
. . . . .
• . . . .
. . .
. . . .
. .
LEGEND 0 10 ~
• 96 WATER CONTENT
I 2' O.D. sAttt-Spoon S'ample Impervtous Seal Sul l ivan/Sprague Shopping Center
]Z 3' O.D. Thln-Wall Sampte Water Level Spokane, WasMington
* 3imple Not Recovered ~ Plezometer Tip L O GOF B O R t N G N O. 12
NOTE: The stretillcdtlon Ilnes represent the epproxlmete Mdy 1989 E-1033-02
boundatias between soil types. The actual ttansitlons may GIFFORD CONSULTANTS. INC. F~G.1 3
be gradual. Geotechnfcal Engfneers
SOIL DESCRIPTION a a~~W„ ~ PENETRASTANDARD
TtON RESISTANCE
Oa ♦ Blows per toot
Surtace Elevetlorc o ~ n3 o p 25 50
y _
Medium dense, dark brown, sandy, silty • •
GRAVEL with cobbles and boulders; moist. " ~
C" . . .
1.5 1 ~ . • .
Oense, brown to gray-brown, sl ightly
silty, sandy GRAVEL with cobbles and 2,5
boulders; moist. ~ • - -
~ . . .
s.. . . . .
~ - .
~ _ . . .
w ~ •
~ . • . . • • •
~ ~ • • .
2 N 5.0 . ~
~ . . .
r~ O • ~ •
+ ~ • • • • • ~ •
O • • • • ~ •
Z • • • •
7.0 . . . . . .
End of boring 7.5 • -
Completed 5/9/89 - -
. . . .
. . . .
, . . . .
~ . .
, . . .
' . '
. .
. . . . • :
. .
: : .
.
. . . .
. .
~ ~ . .
. .
. . .
. . .
.
.
. .
LEGEND ° 10 p
• % WATER CONTENT
I 20 O.D. spitt-Spoon Sample tmpervtous seal Sul l ivan/Sprague Shopping Center
II a• O.D. Thiri-Wall Sample ` Water Level Spokane, Washington
* Sampla Not Recovered ~ Ptezometer rp L O G O F BO R I N Ci N 0.13
NOTE: The stretlflcdtlon lines represent !he epproximate May 1989 E-1033-02
boundarles between soil types. The actuai transitions mey GIFFORO CONSULTANTS. INC. I F~G,~ 4I
be gradual. Oeotechntcal Enolneers
STANDARD
SOIL OESCRIPTION H = PENETRAT ON AESISTANCE
W W ♦ 810W8 pef t00t
8uriace Qevafiore , o ~ c73 0 0 25 60
r ~ r Loose to medium dense, dark brown, sl, ht-
1 or anic, sandy, silty GRAVEL (Topsoi;
moist~ r1.0 . ~ . .
1 . .
. f11. J
Very dense, brown, sandy, silty GRAVEL • ~
with cobbles and boulders; moist. o, 2.5
~
~
~
r-
. . . .
i
•
cn . . . . .
2 C 0
5.0
~ • • • • 5f • ,
~ • • •
W` • ~ • •
' • • • • • • ♦
7
.
A.. ~
W
y . . . .
~ . .
° 7.5
cu . .
~ . . .
o -
~ .
. .
3 . . . ~ J►
• 9.8 ~ lo•O . . .
End of boring
Compl eted 5/10/89 • . . • : : • • :
• : '
. . .
~ • • • . . .
~ ~ . . • .
~ • . . . - . •
a .
~ . •
` , . • • • .
J
_ ~ . . • . .
~ ~ • •
~ • • . . .
~ • . . .
• • . •
. . • . . . .
L EGEND r o 13 20
0 • 96 WATER CONTENT
I 2• o.D. spiit-Spoon Sample lmperAous seat Sul l ivan/Sprague Shopping Center
II 30 O.D. Thfn-Wali Sample ` water Levet Spokane, Washington
* Sampte Not Recovered ~ Plezometer Ttp L O G O F B O R I N G N O. 14
NOTE: The stratiticdtlon Ilnes represent the approxtmste May 1489 E-1033-02
boundarles between soil types. The ectual trensitions may GIFFORD CONSULTANTS, INC. ~ F`G.1 5
be gradusl. GA~►farhnte•al F~+ni~e~or4
- STANDARD
~C
SOIL DESCRIPTiON t=- ~MO,W,. ~ PENETRATION RESISTANCE
W 2 a4 W ♦ 81owa per loot
Suriece Elevetiorc o N 03 ° 0 25 50
- Loose to medi um dense, dark brown, sl i ht- • • , , ' ; ' ' • ' '
. .
ly organic, sandy, silty GRAVEL (Topsoil • • • • • ; : . : ~ ~
1. 0 p1
moist.
.
1 • ! - • • -
Dense to very dense, brown, sandy, silty ~ . •
GRAVEL with cobbles and boulders; moist.
~ ~D 2.5
o, . . .
c
•r . . .
S- .
-0
Z = -p . ~ . . . . ,
4.2 > .
End of boring o 5.0
Completed 5/10/89 CA . :
o . . .
~ .
o . . . .
z . .
. . . . . .
. . .
. .
. .
.
. .
. . . .
. .
.
. , . . . . .
. .
• . .
. . .
M
~ • • • • : • . • • •
` ~ • • • ~
• • •
~ , • • • ~
J • ~ • ~ ~
~ • • • • • • • • • •
• ~ • ~ • ~
• • ~ • •
• • • • •
• • • • • • • • • • • •
I-E G E N D l ~ 10 20
• 96 WATER CONTENT
I 2' O.D. sput-Spoon Sampte fmpervtous Seaf Sul l ivan/Sprague Shopping Center
1I 3' O.D. Thin-Wall Sample ` Water Level Spakane, Washington
* 3emple Not Recovered ~ Piezometer T!p L O G O F 6 O R I N G N 0.15
NOTE: The stratiticdtton Itnes represent the epproxlmate May 1989 E-1033-02
boundeNes between soil types. The ectuel transltlons may GIFfORD CONSULTANTB, INC. F1G_1 s
be 9teduel. Geotechntcal Enoinaers
~ 5 ~W PENETRATION RESISTANCE
SOIL DESCRIPTION ~ a oQ CL
W m W ♦ 81a►ws per foot
Surfeae Elevetiorc a 0 03: 0 0 215 50
,
Medium dense, dark brown, sandy, silty
w
GRaVEI; moi st.
1.5
Dense, brown to gray-brown, sandy, silty
GRAUEL with cobbles and boulders; moist. 2.5 .
o, • -
c • - •
.t . .
r- .
r-
~ . . .
~ . .
'Q . . . •
~
2 c 5.0 . . .
. . . .
y ~ • • • • •
' • • •
~ • ~ ~
~ ~ ~ • • • •
w, • • • ~ ~ •
H/
> • •
~ • • • . . . •
rI • • • •
~ 7.5
O
.
C . .
O . . . .
Z
w ' ' •
• • • • •
• • •
, 3 10.0 • _ . . . . . . . .
10.5 ~ . .
~ End of boring . . . : : '
• Completed 5/10/89
. .
. . . .
~ . . .
~
12.5 . . . .
. .
~
. . .
~ . .
~ •
. . . .
.
~ • . •
. . . .
.
. .
, . .
. .
. .
L EGEND o 10 20
• 96 WATER CONTENT
I 2' Q.D. Split-Spoon Sampfe Impervious Seal •
Sullivan/Sprague Shopping Center
II 3' O.D. Thin-Wall Sample ` Water Level Spokane, Washington
* Sfimpte Not Recovered ` Ptezometer 7tp L O G O F B O R I N G N 0.16'i
~
NOTE: The stratitication Iines represent the approxtmate May 1989 E-1033-02
boundarles between soil types. The ectual transitions mey GIFFORD CONSULTANTS, INC.
be graduel. CantArh.+t.•Al ~....t..oa•e I Fi~ 17
SO1L DESCRIPTION ~ d oi,W„ a PENETRATUIANUAMU
ION RESISTANCE
W QQ w ♦ 81owa per f oot
Surtace Qevatiore o v3 00 25 50
Dense, ark brown, san y, sil tyjravel . . . . . . ' : ; ' : : . .
FILL; moist, odor of paint thinner. • : : • . • • . . .
1 .
1.5 •
Medium dense, brown, sandy, silty gravel ~ o, ~ • ;
FILL with cobbles and bou1ders; moist, ~ 2.5 • • -
slight odor of paint thinner. r . . ,
r-
. . . . . .
S.. . . . .
10
~ . . . . . .
w ~ . . . •
2 S_ • ~ ~ .
1° 5.0
~ • • -
Y ~ • • • • •
' • • • • • • • • • • ~
6.0 a . . . . . .
Very dense, brown to gray-brown, sl ightlX
silty, sandy GRAVEL, with cobbles and
boulders; moist. • • • •
.
3 z 7.5
. •
.
8.5 . . . . ' ' b
End of boring
.
• Completed 5/10/89 • •
.
. .
j 10.0
. .
.
E ' ' •
. . .
. .
. . . .
, . . .
~ . . . .
. . •
. . . .
.
: ~
~ .
~
.
. . . . . .
. . . .
. . .
. .
. . .
• . . .
.
0 10 20
, • 96 1NATER CONTENT
I 2' O.D. spiit-Spoon Sample Impervlous Seai Sul l ivan/Sprague Shopping Center
jj 3' O.D. Th1rt-Weli Sample ' Water Level Spokane, Washington
Sample Not Recovered ~ Piezometer Tip L O G O F B O R I N G N 0.17
N4TE: The stratiticrdtlon Ilnes represent the approxlmete May 1989 E-1033-02
bounderies between aoll types. The actual transitlons may GIFFORD CONSULTANTS. tNC.
~ be predual. _ Geoteehnical Engineers i FIGA 8
ZW *IANUAHU
SOIL DESCRIPTION = PENETRATION RESISTANCE
o
IL ~ ~
w cc< ~ w • efowe pet toot
Surtace Elevatiorc o 03 0 0 26 b0
~
- Loose to medium dense, dark brown, sl i ht- • • • • • • • • • -
~ organic, sandy, silty GRAVEL (Topsoi 1 ;
moist. ~1.0 1 • . . • • : • . . . . .
,
- Medlum dense, brown, sandy, silty GRAVEL
with cobbles and boulders; moist.
2.5
vn
~ .
~
r
w • • • • .
i -
10 . .
2 cn
5.0
• . .
~ s,. . . .
~ . . . .
.
6•5 ~ .
Very dense, brown to gray-brown, sliqhtly > • ~ •
silty, sandy GRAVEL, with cobbles and
boulders; moist. o 7.5
y . . . ~
0 - • . .
Z . . . .
w •
, • • •
~ . •
+ 10.0
10.5 68: ~
End of bori ng . • • • • • • • • -
. Compl eted 5/11/89 : ~ ~ • ' . . : .
.
12.5
.
. .
: .
. . .
. .
M
~ . . . .
*
• . '
LEGEND o 10 20
. • 96 WATER CONTENT
I 2' O.D. sput-Spoon Sample Impervtous Seal Sull ivan/Sprague Shopping Center
II 3' O.D. Tntrr-wett sampte ` Water Levef Spokane, Washington
* Simpfe Not Recovered ~ Piezometer Tip L O G O F B O R I N G N 0.18
NOTE: The strettilcdtlon tines rep resent !he approximate May 1989 E-1033-02
boundarles between soil types. The actuel transitions mey GIFFORD CONSULTANTS, INC.
be preduel. Geotechnical Englneers F1G.1 9
i
r ~ Z¢ blANUAMU
SOIL DESCRIPTION 5!~ PENETRATON REStSTANCE
w W Blowa per foot
Surface pevatiorc o ~ p3 0 0 25 50
- Medium dense, dark brown, slightly organ- ` w 10
_ . • • • .
ic, sand,y, silty GRAVEL (Topsoil); slight- . .
ly moist. ~-1.0 1 , • . . _
. i. ,
Ak .
- Medium dense, brown, sandy, silty GRAYEL -
' with cobbles and boulders; slightly "
moist. 2•5
r
cm
~
. .
r • . .
~
2 ~ . . : .
cm 5.0
~ .
~ ~
~ .
M . . . .
~ . . . . .
m
i •
Very dense, brown to gray-brawn, slightly 7.0 N
silty, sandy GRAVEL; slightly moist. 0 7.5
. .
~ . . .
o .
Z . . .
3 ' . . . ~ A
r
• •
End of boring 93 10.0 . . . .
.
Compl eted 5/11/89 • • • • • . ' :
.
, . .
. . .
. . . . . .
. . . .
. . . . .
12.5
.
' .
. .
•
~ .
L . . .
~ ' .
. . . .
.
. .
. . . . .
LEGENp ° 10 Zo
• 96 1NATER CONTENT
I 2' O.D. spltt-Spoon Sample Impervtous Seal Sull ivan/Sprague Shopping Center
II 3' O.D. Thin-Wall Sample ~ Water Level Spokane, Washington
* Simpfe Not Recovered ~ Pletometer Tip L O G O F B O R I N G N 0.19
NOTE: The stratiflcdtlon lines represent the approximate May 1984 E-1033-02
boundaties between soil types. The actuel transitions may GIFFORD CONSULTANTS. INC. ~
be gradual. Geotecfinicel Englneers I F1G•20
SOIL DESCRIPTION t~=- a~~ ~ PENETRATION RESISTANCE
w w A Blows per toot
Surfece Elevetlorc c ~ 03: 0 0 25 60
Medium dense, dark brown, sl ightly organ- ~ 1 - • • • • • • • • • ~
i c, sandy, s i 1 ty GRAVEL (Topso i 1) ; sl i ght- c
ly moist. /-1'0 1 ~ • • •
r
Medium dense, brown, sandy, si 1 ty GRAVEL
with cobbles and boulders; moist. '
2.5 ~ 2.5 ~
Very dense, brown to gray-brown, slightly
silty, sandy GRAVEL, with cobbles and 10
boulders; moist. .o ' : .
w ~ . • ~
i . . . ~ ~ ~ .
~
.
O ~J.0 • • •
. • ~
. . .
~ . . . . . . .
6.0 ~ . . .
End of boring Z - . • : : •
Completed 5/11/89 .
7.5 ' ' • .
. .
.
. .
- ,
. . . .
.
~ . . . .
. .
. .
.
" . . . .
. . . .
_ :
.
1
~ . . . .
. " '
~ .
j • • ' ' '
~ • • . .
. . ~
• • • •
LEGEND ° 10 2D
~ • 96 WATER CONTENT
I 20 o D. spltc-Spoon Sample Impervtous Seal Sul l ivan/Sprague Shopping Center
II 30 O.D. Thin-Wall Sample ~ water Levei Spokane, Washington
* Semple Not Recovered ~ Piezometer T1p L O G O F B O R I N G N O. 20
NOTE: The stratlttcdtlon Ilnes represent the approximate May 1989 E-1033-02
boundaries between soll types. The eciual transitfans mey GiFFORD CONSULTANTS. INC. ~
be Qradual. nAMO/`IfRI/`tfI Fnninoora FIG.? 1
SOIL DESCRIPTION x a~~ F=.. PENETRAT ON RESISTANCE
< CL A Blowe per iooe
surtace ElevatloR o ~~3 0 0 25 so
1 1 , • • , , , • • •
^ . .
Asphal t Concrete 0.1
Loose to medium dense, dark brown, sli h
1.0 1 • •
ly or anic, sand,y, si 1 ty GRAVEL (Top- , •
soil ; moist. . • -
. .
Dense, brown, sandy silt,y GRAVEL with '
cobbles and boulders; slightly moist. •
Q, . .
~ - - .
~ ~ . . .
i • ~
-p • • .
2 ~ . . ,
c
~ -
f ~ • • •
l~
' • .
M • • • • •
~ • • •
W • • ~
~ • • • • • •
~ i .
Very dense, brown to gray-brown, sl ightly 6.0
j silty, sandy GRAVEL, with cobbles and o . •
boulders; moist. o, • .
c . . .
z '
w • .
V ^ • • .
~ ` ` • • • • • 73 A
~ End of bori ng 8 . 0 Y ~ • . ~ • • ~ ~ ~ ~ - • ~ •
• Compl eted 5/11/89 . • ~ : . ' . . ' '
~ ~
, . • . .
. .
~ .
r •
~ . . .
. '
, . . . . .
~ . .
ti • .
. . .
_
. .
• . . . .
, ,
• - .
. . . .
1 . . ~ . . .
. . . . . . .
LEGEND ° io 20
• 96 WATER CONTENT
I 2• O.D. sptit-Spoon Semple Impervtous Seal Sul l ivan/Sprague Shopping Center
II s• O.D. Thlrr-Wall Sample ~ waeer Le,►ei Spokane, Washington
Simple Not Recovered ~ Piezometer Tip L O G O F B O R I N G N O. 21
NOTE: The slretitlciition Ilnes represent the approxlmete May 1989 E-1033-02
boundaries between soil types. The ectuel transitions may GIFFORD CONSULTANTS. INC. , F~~
' be raduet.
~ I~OI~~owl•nin~sl Cwnlw~sn.~.
SOIL DESCRIPTtON X a~~ X PENETRATION RESISTANCE
w ~0
cc4 W A 61ows per foot
Surtece Elevatiorc o ~ p3 0 0 25 50
Asphal t concrete U• 1 • • • . • . . . . .
'--Loose to meaium dense, ar rown, s I I 9 t- 1.~ ~ • ~ : . ~ : : : ' ' .
.
1 or anic, sandy, sil t,y GRAVEL (Top-
soil ; moist. ~ . - _ • ~ • ~ • : .
~ . '
Medium dense, brown, sandy, silty GRAVEL •r
with cobbles and boulders; slightly = 2•5 _
moist. ~ -
~ •
~ • . .
s- • • • -
2
,a 5.0 1
w . . . . .
> • • • • • •
i • . .
6.0 N . .
~
Very dense, brown to gray-brown, sl ightly o
silty, sandy GRAVEL, with cobbles and • •
boulders; moist. 0 7.5
~ 8.0 z . . •
End of bori ng • -
Completed 5/11/89
.
10.0
. . . . .
. . .
. . . .
s . . . . . . . . . . . .
. . . . . . . .
. . . . . . .
. . ti . . . . . .
. . . . . . . . . . .
, . . . . . . . . . .
• . . . . . .
• • • . .
. .
.
~ . . . ~ ~ ~ . . . .
~ . . . . . ~ . .
. . . . . .
. . . . . . . .
~ . . . .
. . . . . . . .
' . . . ~
~ . . . . .
~ . . . ,
. . . . . . .
LE(;EfVp o i0 20
• 96 yVATEA CONTENT
I z" O.D. spirt-Spoon Sample tmpervtous Seal Sul l ivan/Sprague Shopping Center
II 30 O.D. Thirr-Wall Sampte ~ wacer Levei Spokane, 4lashington
* Sampfe Not Recovered ~ Plezometer Tip L O G O F B O R I N G N O. 22
~
NOTE: The sfratllicdtton lines represent the epproxlmate MaY 1989 E-1033-Q,~
boundartes between soil types. The actual trensitlons may GIFFORD CONSULTANTS. INC.
be predual. Geotechnical Engtneers F1G-23
~ .
SOIL DESCRIPTION d a 0~,,, a PENETRATION RESISTANCE
s ♦ Blowe per toot
Surtace Elevatlone o n3 0 0 215 bo
.
Asphal t concrete r u.i
~ • • • • •
Loose to medi um dense, dark brown, sl i ht- 1, 0 ' -
l.y orqanic, sandy, silt,y GRAVEL (Top- 1 0 -
soil); moist.
Y • ~ •
Dense, brown, sandy, silty GRAUEL with ~ ' .
cobbles and boulders; slightly moist. 2.5 • •
r-
r. . .
.
~ .
~v . . .
~ . . . .
C ~
2 ~ : •
i ~ .
~ 5.0
~ . . .
Y ~ • • • •
~ • •
, • • • • • •
~ • • ~ ~
7.0 0 ~ - ~ . . . . .
Very dense, brown to gray-brown, slightly w
r_ 7,5 ~
si1 ty, sand,y GRAVEL, wi th cobbl es and z . '
boulders; moist. •
. . .
. . . . . .
, . .
3 . ' .
~ 10.0 A
~
` • •
.
r En o bori ng 10.3
Compl eted 5/11/89 ; • • , : • - ; : , -
.
. .
.
. .
. .
12.5
. . . . .
. . . .
~ . ' '
y • . . . : • .
• . .
•
. . • . . . .
^ . . • .
. . . . . •
~ . . .
. . • • . . .
LEGEND o 10 20
0 96 WATER CONTENT
I 2' O.D. spitc-Spoon 3ample Impervious Seel Sul l i van/Sprague Shoppi ng Center
~ 3' O.D. ThirrWall Sample ` Water Level Spokane, Washington
* Simpte Not Recovered ~ Piezometer Tip L O G O F B O R I N G N O. 23
;
NOTE: The stretificdtion Itnes represent the approximete Mdy 1989 E-1033-02
bounderles between soll fypes. The actual transittons may GIFFORD CONSULTANTS. fNC. ,
~ be greduel Geotechnical Engineers F1G.24
SOIL DESCRIPTION a a~oW„ a PENETRATION RESISTANCE
w ~O4 w A Biowa per ioot
Suriace Elevetlonc o N p~ o p 25 60
ro. X . .
Asphal t concrete : • • ; . . • • • • • • • • •
w • • . •
Medium dense, dark brown, sandy, silty
GRAVEL; moi st.
. '
. .
~ 2.5 • .
.r .
3.0 r
Very dense, brown to gray-brotvn, sl ightly
-v ~
silty sandy GRAVEL with cobbles and _ ,
boulders; slightly moist. ~ • • •
2 ~ . . .
•r
~ 5.0 ~ 63--A
.o .
• • • •
~ • • • • ~
~ • • • • • • •
( • • • • ~ • • •
a.
~ • ' • • . . .
y . . . . . .
. . . . .
0 . . . . . . . . . .
7.5
c • • •
o . . . .
z . .
. .
~
3 . . .A
9.7 • • • • • • •
~ End of bori ng 10.0
Compl eted 5/11/89 • • - • • ~ • • • • • ~
`
.
~ . . .
. .
: . .
. .
t
. . . .
. .
~ : . "
. . . .
j . . .
• . . • . . . • • .
•
• : • . .
•
. . . . .
LEGEND ' o jo zo
~ • 96 WATER CONTENT
-
I 2' O.D. soltt-Spoon Sample Impervlous Seal Sul 1 ivan/Sprague Shopping Center
II a' O.D. Thirr-Wati Sample ~ water Levet Spokane, Washington
Semple Not Recovered ~ Piezometer Tip L O G O F B O R I N G N O. 24
NOTE: The stretiiicdtlon Iines represent the approximete May 1989 E-1033-02
boundaries between soil types. The actual transitlons may GIFFORD CONSULTANT3. INC. I F~G 25
be greduel. Geotechnical Enotneers •
p ~ ~f
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