Sullivan N 711 Jack in the Box Restaurant
.
SULI,IVAN N 711
D~ MALM ENGINFE'~R'S REVI~~ SH KET
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" BLDG. PERMIT # -or -FILLF,# R9S047-m
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Redated file # ( ZE-6042}
Date to Review 3-27-95 T'ume 10:00 # PR►E-APPLICATION ~
Date co AA 8rc DR TIme
DAie Remved 2-24 95
Project Nam JAQK IN 7HE80t RBSTAURANT Na. Lots No.Acres
8ecrifon - Townsh%p - Range
SITE ADDREss 'SYJLLNAN N 711/S BROADWAY PARCEL #?,4-544-U101+
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ApFlicau~t'~s Name~ ~OMAS SpADB~t (~91 1'hon~e 2Q6)827-21~00
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Addre,% 109R0 NE 33RDPL STE 202-BELLEVIE~'GV WA 98004 WOrk #
Dat' cona~ons mailea ,
contacc persorL phone-#
FLOODr ZONE V NO W S SCHOOL
Engmeer / Surveyoes I Architect's N'ame
Planning Contad Person Phone # 456-2245
Date Submitted .Description ~ In~tisls w~ ~ ,
AGRBEMENT TO PAY PEES OR PRIORITY FU COMPLETgD C P'Y TO ACaOiJ+NTi1V'G ~
% ! PnNAL PLAT FEES COA+pufBD © TO ACCOZwTa6- - - _
NOTIEE TO PUBIjIC # 1 3 4 6 COMPi.ETED - OA NBBDS TO BB SIGNEp
~ 4--Ift& DESi(3NN DEVIATION SsUBMIITBD -6(-2,2- --q fe - ,
,
% / ALTBRArI'ION 'L'O PLAT - BLOCKS & IATS
80ND RBLBASED -itOAD & DRAINAGE EMPROVSMBNTS
/ /~F.EEARiNG tLAM APPROVSD DENJHI3 _APPSAZW BBC / k'It4JECT APPROVfiD DENIHD
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PROJECT NUMBER= 95002850( APPLICATION DAf- 12/07/95 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES AILL BE ASSESSED FOR COMMENCING WORK WITHOOT A PERMIT
SITE STREET= 711 N SULLIVAN RD PARCEL#= 45199.0114
A.DDRESS= VERADALE WA 99037
PERMIT USE= JACK IN THE BOX PLAT#= 002756 PLAT NAME= VERA
BI,OCK= LOT= ZONE= 8-2 DIST#= F
AREA= 00036009 F/A= F WIDTH= DEPTH= R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
OANER= FOOD MAKER INC PHONE= 206 827 2100
STREET= 10940 NE 33RD PL 202
ADDRESS= BELLEWE WA 98004
CONTACT NAME= DAVID HILI.S To M-5eNpee- PHONE NUMBER= 206 827 2100
BUILDING SETBACKS: eROrrr= 35 LEFT= 150 RIGHT= 35 REAR= 95
REVIEW INFOItMATION
DEPARTMENT REVIEW REQIIIREMENT
BUILDING REVIEW COORDINATOR - J LARSON
COMMENTS :
BUILDING PLAN REVIEW REQUIRED
COMMENTS: c •
~
:
BUILDING ZONING/SITE REVIEW ~
COMMENTS:
,
CMA REVIEW CRITICAL MATERIALS (ALL COMM)
19010*
COr'MENTS :
ENGINEER 4PROAC FZOOD PLAIN/DRAINAGE
CONMENTS :
ENGINEER 3ITE DRAINAGE TO BE REVIEWED Cv*
corMLt4rrs : . S'. ~O • 91.~
AEALTHDIST NEW OR ADDITIONAL WASTE WATER
A0000, ~ `
C c
PROJECT NUMBER= 95002850 APPLICATIQN a DATE= 12/07/95 PAGE= 02
COMMENTS:
UTII,ITIES W/IN PRIORITY SEWER AREA
CoMMENTs:
FIRE DISTR FIRE FLOW TO BE REVIEWED
CONIlMENTS :
BUILDING PERMIT
CONTRACTOR= IINKNOWN PHONEa
STREET= UNKNOWN
ADDRESS= UNKNOWN WA UNI4JOWN
NEW= X REMODEIr- ADDITION= CHANGE OF IISE=
DWELL UNITS= OCCUP. LD= BLDG HGT= 17 STORIES= 1
$LDG W X D= 35 X 80 SQ FT= 2663 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
RESTAURANT A-3 VN 2683 163153.23
ITEM DESCRIPTION QUANTITY FEE AMOUNT
i
COMMERCIAL VALIIATION Y , 863.50
PLAN REVIEW FEE Y 561.28
STATE SURCHARGE Y 4.50
ENGINEERS REVIEW Y 50.00
COMMERCIAL SIIRCHARGE Y 256.46
ZOCD-BIISINESS ZONE; 124 Y 270.00
ZOCD-COMM SQFT-IK-5K; 127 Y 54.00
**rr************~,ir~**,k~r*~~*~**~~ PAYMENT SUMMARY *,k**,kit***~*~*~r**********~~**
a `
PAYMENT DATE RECEIPT# PAYMENT AMOUNT
12/07/95 00012008 935.28
'
c
TOTAL DUE= 1124.46 - TOTAI. PAID= 935.28
PERMIT TYPE FEE AMOUIdT AMOIINT PAID .AMOUNT OWING
HQILDING PERMIT 2059.74 935.28 1124.46
w~s-----------
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2Q59.74 935.28 1124.46
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PROCESSED BY: BURRIS, ROBIN
PRINTED BY : KATHY CUNIlMINGS
~ THANK YOU ~*#*~~*~*~******~a***~*~*****~**,k~rr** ,
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S P O K A N E C O U N T Y
DMSION OF ENCIIVEERIIJG AIVD ROADS • A DrvISiON oF THE PUBLtc Wom DEPARTMEN"c
Wi1Lam A. Jahns. P E.. County Engineer Denms M Scott. P E. Director
March 7,1996
Doug Conyers, P.E.
Barghausen Engineers
18215 72nd Avenue South
Kent, Washington 98032
Re: Review Comments 3 for Jack ia the Box, Sullivan
Dear poug,
The Spokauae County Engineers have completed a review of the on-site drainage and off-
site road and drainage plans for this project. The plans are approved for construction.
Pnor to final permit release, the followi.ng items must be submitted:
1. A copy of the recorded property deed for the south parcel, and a legal dcscription of the
3.5' easement. The County will prepare the easeaient after these two documents are
received.
2. A bvnd in the amount of $11,000. Please contact me regarduig the options avatlable,
and the approved forms for the chosen option.
3. Two Mylaz cogies of the road plans, Sheets SD 2.3 and 2.4, with the developer's
approval signatm.
Please feel free to call if you have any questions regarding these comments.
S' ly,
, 3 I
~
Doug Busko, E.I.T.
Plan Review Engineer
c: File
Thomas Spader, Archrtect
1026 W Broadway Ave • Spokaae, WA 992W0170 •(509) 45"OD FAX (509) 324-3478 TDD (509) 324,3166
i ~
~
S ~ O K A. NEz C O LJ r-4 T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION Ol' THE PUBLIC WORKS DEPARTMENrT
William A johris, P.E, County Enguteer Denrus M Scntt, A E, iJirector
February 20,1996
Doug Conyers, P.E.
Barghausen Engi.aeers
18215 72nd Avenuc South
Kent, Washington 98032
Re. Review Comraents 2 for Jack in the Box, Sullivan
Dear poug,
T'he Spokane County Engineers have completed a review of the on-site drauiage and off-
site road aad drainage plans for this project. The following issues must be addressed.
On-site Drainage
r. The drainage in this basm must be contained on-site.
25Provide oudet protection at the pipe inverts.
I' "'One of the sketches in tlle drainage reports shows a driveway approach in this area.
Will this drop be constructed with the new sidewallc? If it isa it rnust be located at least
30' west of the curb return. The pnoposed catch basin for the road drainage eannot be
anywhere in the driveway approach.
e. The drainage plan for the undeveloped Iot shows a pipe into the drywell from the
future building rooftop. Be aware that this rooftop wiU be restricted in its compositionA
i.e., EPDM, metal, etc.
Road Improvements
5 Please submit to the Engineers acopy of the recorded properly deed for the south
parcel, and a legal descriptioa of the 3.5' easement. The County will prepare the
easement after these two documents are received.
1026 W. Broadway Ave. • Spakane, WA 99260-0170 •(509) 456r36M FAX (549) 324-3478 TDD (509) 324-3166
1
t~The emstuig Type A curb should be removed fram the ECR on Springfield,
approaamately Sta. 149+53.5, to the west property line. Show the TC elevation ai the
ECR, and the crown elevation at the ECR on the profile. Show the revised curb and
centerline profiles.
?/The easement will be 3.5' wide.
e. There is no asphalt to sawcut on this end.
9(. Are these elevations cornect?
ik*6. Please correct curb and centerline grades.
1'i . Use a Type 2 firame and grate on top of a Type 1 catch basin (Type 2 installation, B-
'n in the gutter line. The catch basin will be piped to a drywell located w the roadway, by
means of a 10" pipe. The drywell should be located outside of the anticipated traveled
area in the road„ at least 15' from the catch basul, and must have a sohd lld on it. The
grate on the catch basui should be depressed 1" from the flow luie. Include this elevation
on the plans. I have included details for your use.
12. A bond in the amount of $11,000 must be submitted Please contact me regarding
the options available, aad the approved fonns for the chosen option.
13. The crown is offset 5' to the north of the monument line.
'K Please modify the road cross-section detail, showmg the correct road half-widths and
the limits of the R/W
Please feel free to call if you have any questions regardiag these comments.
Sin ly,
Doug Busko, E I.T.
Plan Review Enguieer
c: File
I ~
CML ENC3INEERING IAND PWNNING SURVEYING ENVIRONMENTAL SERVICES
~
~ - ~
February 19, 1996
~ FEDERAL EXPRESS
t
y
Mr poug Busk,o, E I T
Plans Remew Engtneer /~p
~Y/' ~
Spokane County
1026 West Broadway Avenue
Spokane, WA 99260-0170 AD
RE Proposed Jack ie the Box Restaurant at North 711 Sullhvan Road
Spokane County, Washington
Our Job No 5402
Dear Mr Busko•
We have oompleted our ate revisiors, in acoordance with your letter dated lanuary 23, 1996 Ia addition
to the ch,anges made to the plans, we have responded to each itiem referenced in your January 23 letter, as
follows:
1 We have reviewed the elevations, as questioned in this item. All site gradmg has been reviewed
and revised to provide the appropriate drawage to the swales, as shown oa the plan
2 We have added the rock uilets tn the northeast swale.
3 We have added a catch basm just upstream of the curb cut on the east side of the dnve-through
lane Tlus catch basin should collect all drainage prior tn running through the curb cut and out
mto the right-of-way
4 We 6ave regmdei the entrance to the site from Springfield Avenue All dramage creat+ed by the
dnveway will enter the swale We have detailed the elevations in thus area, as requested.
5 We have reviewed all side slopes on the dramage swales All swale side slopes have been shown
at 3 1, and/or as shown on the plan
b We have revised the TESC plan, as requested A note has been added to reference note No. 9
ln the general demohaon/eromon control wtes for catch basus aad/or drywells w the public right
of-way
7. We have retauned the CB protecaon detail on Sheet SD2 2 for all pnvate catch basins and
drywells oa the site We have added a detail for the rock-lined wlets to the swales on
Sheet SD2.0
8 We have added the 3 5-foot sidewalk and utilides easement on the plan sheets, as requested
18215 72ND AVENUE SOUTH KENT, WA 98032 (208) 251-6222 (206) 251-8782 FAX
. ,
Mr poug Busko, E I T
Plaos Review Enguieer
Spokane County -2- February 16, 1996
9 We have shown on Sheet SD2 3 the pmpased asphalt paving on Springfield Aveuue In addiaan,
we have shown the 12-foot asphait travel lane for eastbound traffic on Sprmgfield Avenue.
10. Since the stope of the gutter line on Spriagfield Avenue will be less than 1 percerrt, we have
incorpvratied a concrete curb and gutter, as reqwred.
11 We have shown the proposed asphalt pavement section to be 2 inches of asphalt concrete
pavemem over 6 wches of crushed surfacuig base course
12 We have mcluded a 6-foot adewalk belumd tte proposed curb to match the 6-foot curb return and
sidewalk on Stillivan Road.
13. We have provided an asphalt taper for the 12 foot travel lane on the south side of Spnngfield
Avenue, as rt approaches Sullivan Road
14 We have provided a drywell m the guuer Lne of Spnngfield Avernie to coUect all drainage flowmg
easterly on the street
t5 The finaaczal security wdl be provided to Spokane County once we have received the dollar
amaunt from your department
16 We have revised the drainage plans, including two sets of revised storm drawage calculations,
along with the plan submittal
I
17 'fhe arc,hitectural ste plan should now include the 3 S-foot sidewalk and utthties easement on die
north side of Spnngfield Avenue, as requested.
If you have any fiu-ther quesdons and/or comments regazding die on-site unprovement plans and/or the
roadway improvement plans for Spnngfield Avenue, please contact me We would appreciate your hmely
review and approval of these plans
Sincerely, 000,
ouglas T Con ers, P E
Project Engineer
DTC/es [5402C.001]
enc (2) Sets of Road Plans
(6) Sets of On-Site Improvement Plans
(2) Sets of Revised Drainage Calculations
cc Mr Tom Spader, Freilieit and Ho Arcbtects, Inc , P S
Mr Chns Smith, Foodinaker, Inc
>
S P O K A'N E C O U N'I' Y
DNISION OF BNGINFERIIIG AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMfiNT
Wi14am A. johna. P E. Caunty Engineer Dennis M Scatt, P E.. Duector
January 23, 1996
Mr. Doug Conyers, P.E.
B~rghausen Engineers
18215 72nd Avenue South
Kent, Washington 98032
Re: Jack in the Box Review Comments 1
Doug,
The Spokaae County Engineers have reviewed your site aad drainege plans for the Jack
in the Box to be located at North 711 Sullivan in Spokane, and offer the followmg
comments.
Site Drains~e
1. Two elevations near the Sullivan approach, labeled as 204130, appear to be too low to
obtava the desired grade of 1.5% in the area. Also, in the southeast corner of the parlang
Iot, the elevation of 2040.10 appears too low to provide intended drainage.
2. Show concrete or rock uilets to the northeast swale.
3. On the east side of the dnve-thru lane there is a curb cut for sidewalk access. This curb
cut will allow drainage to flow out towarrd the RIW. Please give details and addihonal
information about how this runoff will reach the northeast swale.
4. An inlet at the south end of the west swale needs to be included to caich runoff from
the driveway. Please mclude elevations in this area.
5. The side slopes on the west swale, as caiculated wnth the given elevations, are 10:1 and
2:1, instead of 4:1 and 3:1. Correct either the side slopes or the elevations.
6. On the T.E.S.G. Plaa drawing, remove the catch basin prote,crion from arouad the
drywells on Sullivan Road. Reference Note 9 of the General Demolition/Erosion Control
Notes at each drywell.
1026 W Broadway Ave. • Spolcaae, WA 99260-0170 •(509) 456-3600 FAX (a49} 324,3478 TDD (W9) 3243166
7. Delete the CB Protection Detail from Sheet SD 2.2, and add a detail for the rock inlet
and a concrete inlet, if used.
$pad Imernvements
8. Show the 3.5' sidewalk and utility easement on all plan sheets.
9. The existing width of Springfield Avenue is 40' from face-of-curb to face-of-curb.
The Applicant is required to build a half-width of the road plus a 12' asphalt travel lane
on the south side of Springfield.
10. A gvtter will be required to be added to ihe existing curb on the north side of
Spnngfield if the curb grade is less than 1.0%.
11. The requireti pavement section will be 2" of ACP on 6" CSTC.
12. Match the required 6.0' sidewalk into the existing 6.0' sidewalk ai the curb return.
13. An asghalt taper should be provided for the 12' travel lane on the south side of
Springfield as it approaches Sullivan.
14. Drainage controls need to be provided for the north half of Spnngfield, either in the
forna of a drywell or a 208 swale.
15. A financial surety for the required 'unprovements must be posied prior to release of
the building permit. The County Engineers Department wnll calculate this amount when
mad plans are received.
16. If the drainage plans are going to be modified, please submit new drainage plans and
calculations.
ArGbitect's Site Plan
17. Please show the 3.5' sidewalk and uhlity easement on Springfield Avenue.
Please do not to hesitate to call me if you have aay questions regardiag these comments.
S' ly,
~
~
Doug Busko, E.I.T.
Plans Review Engineer
c. Thomas Spader, Arclntect
File
son i c PPF
~ r 0 ' 1
#SSTERN TITLE COMP"Y OF V :MTON ~
,I
ALTA Comitment, page a
Ordgr No. 0170i39 . ,
"SCNEDIILE A" (COntiaued):
4. The laad referred to in thie CaRnftmeat ie eituated ia the Cauaty of 9pok8ae,
State of Washiagtoai, and ie described as follow:
Lote i, a, 13 and 14 af MDR,HACg18 SQBDZ`V'Y3=0N, as per plat thereoW recosded in
volume 2 of Piata, Page 12;
EXCBPT the $aet 5 leet og Lotg 1 and 14; AUiD AL90 M=PT that portf cn of ea id
Lot i, lying Ncrthea-aterly of a line descrfbed as gollows:
Begiming at apoiat 35 feet WesL and 40 feet 8outh of the Bast guarter crorner
of sect3on 14, Zbansbip 25 North, Range 44 8ast w.D3. ;
~ Nosthmeaterly teriuiastiag at a pofnt on the 9outb line of eeroadxmy
Aveaue, which peiat fe 45 leet Weot and 30 £est $outh of ea,id 8ast Quartes
C0171ev1
Ai4n II7CC8pT that portiaan oi' Lot 14, MORaAMIS Sv9DZV=3=0N, me pex plat thereof
re+aordeB sa volvae 2of 81ats, aage 12, ly3,gg Bafterly aad Bauthaastierly og a
line descri,bed as follow:
Seginning at a point an the Sauth line of eafd Lvt 14, be3.ug 30.00 feet West of
the SoutheaBt aoraer thereof;
TEOCE Northeasterly to a poiat be3.ng 5.00 geet West of and 15.03 feet Narth of
9aid SOptb98tSt COi"ne]Cp
TMNCS Northerly aad parallel with the 8aet lia~ of eaf8 Lat 14, a dietaaae of
125.56 fe8t t0 the Porth line vf said I4t 14 aad the tezminum vf thiB line
desCription;
Situate ia the C4uaty of Slpokeae, State oP Washingtan.
RECEIVED
SPOKANE COUNTY
• FEB LA 4 10
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DIVI F BUILDING
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Evergr+ecn One, 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 (206)827-2100
APRIL 26, 1996
SPOKANE COUNTY
Public Works
Division of Engineering & Roads
W 1026 Broadway
Spokane, WA 99260-0170
AT"TN: Mr poug Busko
RE: Jack in the Box Restaurant / 711 N. Sullivan Rd. / Veradale, WA
Dear Mr Busko
Please find enclosed two Mylar copies of the road plans, S6eets SD 2 3 and 2 4, per your letter
dated 1vlarch 7, 1996 The other two comments in your letter are currently being handled. Please feel
free to call if you have any quesuons
Sincenely,
FREffiEIT & HO ARCSITECTS, INC., P.S.
anallue z 4:~Pwer
Thomas L Spader
CC: Chns STmth / Foodmaker, Inc
Doug Conyers / Barghausen Consulting Engineers
9511821doC
t
~
.
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S P O K A N E C O U N T Y
UIVLSION OF $iGIIVEERING AND ROADS • A Divis[oN oF'i'HE PuBUC WoRKS DLPARTMENT
winiam A johns, P E, Caunty Engtnees Dennis M Scott, P E, Director
Apri123,1996
Doug Conyers, P.E.
Barghausen Engiaaeers
18215 72nd Avenue S.
Kent, Washington 98032
Re: Desip Deviation for Jack in the Box, N. 711 Sullivan, B95047
Doug,
The Design Deviation for the 4.5' sidewatk has been denied. I have enclosed a copy of it for
your review.
The tbree requirements addressed in the review letter of March 7,1996, remain to be fulfilled. In
shoM they are the sidewalk easement, the bond for $11,000, and the Mylars of the road plans.
My reconls show tb.et the final road plans were stamped and signed on March 5,1996.
I look forwerd to getting tbis gmject pemaitted as soon as possible. Please give ine a c,all if you
have any questions on the remaining items.
Sincerely,
William A. Johns, P.E.
Co Engineer
Doug Busko, L.I.T.
Plans Review Engineer
Encl.
c: Cbris Smith, Foodmaker
Fi1e
2026 W Broadway Ave 0 Spokane, WA 99260-0170 •(5fl4j 456-3600 FAX. W 324-3478 TDD (509) 324-3165
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Ii;EQiTE,ST FOR DMSIGN DEVIATION
$30.oo
DpTE April 3, I996
ROAD NAME Springfield Aveaue CRp/RID t
NAME OP PLAT N/A Plat
ADDRFSS OF BLDG North 611 Sullivan Road
NAME OF BL.DG PROJECT Jack-in-the-Box Reetaurant HLjXj-# gg 5047 S 14 T 25N R 44E
FEDERALJSTA'i'B PRQJECT # N/A* PROJF.CT LIlVIITS
EXISTIlNG CONDTfIONS: PILOPOSED IIVIPROV'FMENTS:
ROAD VVIDTH Undef ined 40 f t
ROAD SURFACB Gravel Asphalt pavement, curb-gutter
AVG. DAII.Y TRAFFIC and s idewalk
Gwmemt Traffc Count Design Year Traffic Couoc
PItOJECT DESCRIPTION Construct new aspbalt roadwaq with concrete curb &gutter and concrete
sidewalk along frontage of proposed development.
PROFOSED DESIGN DBVIATION Reduce sidewalk width from 6' down to 41 'sidewalk width.
Delete 3.5 ft. proposed sidewalk and utilities easement.
NSTIFICATION. •
Eacisting right-of-way width is in adequate to construct the propoeed street improvements.
Use of private propeTty for sidewalk and easement would make development potential of corner
parcel impossible.
S gY Douglas T. Conyers DpTE 4/3/96
ADDRESS 18215 72nd Avenue South Kent, WA ZIP CODE 98032
PHONE # (206) 251-6222
**aws* ADhWMRATIVE VA►RLANCE FEE OF .S30.00 P.A►ID TO 3POSANE COUNTY
1026 W BROADWAY, SFOKANB WA 9M"170 PIiONB (509)456 3600 FAX (509)324-3478
. oo 4MQuEsr wILL rrCYr eE MEwEu wrrxotrr CASMCFMClr- # aY ~Ttl..t.e, %T>kA-sks D~~
dW*u1W `M Spokane County Engineers
eoEg(;Nnenanoa
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Approved A,pproved w/eomditions N°t
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( ) ( ) ~ ~ Date
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t) c~ Daft
operaaans E~
Sp~pKANE COUI~i'I`Y F~G~' S
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A~►proved w/ao G~ AP'F~'"a as recom~n~ above N~ A _
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S P O K A N E C O U N T Y
DIVISIOAF OF EDVGINEFRING AND ROADS • A DIVL5IOA0 OF THE PUBLIC WORKS DEPARTMENT
Wilham A johns, P.E, County Bngineer Dennis M Scott, P E, Ducctor
Apnl4, 1996
To: Bill Hemmings, P.E
From: Doug Busko, E I T~
Subject: Design Deviabon for North 711 Suliwan, B95047
Jack in the Box Restaurant
The applicant requests a deviation to allow constructon of a 4 5' wide sidewalk on
Spnngfield Avenue, instead of the County Standard 6 0' sidewalk The County R/W on
Springfield is 50.0'. The propased improvements would extend 1.5' onto the Owners
parcel, which would require the Owner to grant the County a sidewaik easement.
I recommend denial of the request for the construction of a 4 5' sidewalk #or the
following reasons.
1. The proposed sidewaik would join up wdh the recently constructed 6 0' sidewalk on
Suilivan Road
2. The 1995 Spokane County Standards for Road and Sewer Construction explicitly
allow for the securement of "border easements", for the placement of sidewalks,
swales, etc
Therefore, I suggest denial of the request, and recommend that the County require a
6.0' sidewalk with an accompanying easernent
1026 W 8roadway Ave. • Spokane, WA 99260-0170 •(504) 06-3600 FAX (509) 3243478 TDD (509) 324-3165
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LETTER UF TRANSMITTAL
TO Doug Busko Date 4/3/96
Spvkane County SentVia Priority Federal Express
1026 West Broadway Avenue 5402
Our Job No
Spokane, WA 99260-0170 RE Jack-in-the-box
Broadway & Sulivan
Quantity Date Descnption
1 Requeat for Design Deviation
1 Check in the Amount of $30.00
Remarks/Comments Please process this request in a timely fashion. If there are any
questions, please call me. Please return to our off ice the original payment receipt
for the $30.00 fee; this is very important.
cc Chris Smith, Foodmaker# Inc. (w/enc) Signed ~
glas . Con ~ , P.E.
Project Eng er
AF1U1
18215 72ND AVENUE SOUTH KEIUT, WA 98032 (206) 251-6222 (206) 251-8782 FAX
FREIHEIT 8 HO ARCH INC TEL No.1-206-828-6899 Mar 11.96 14:15 No.'019 P.01
.
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BUMM One. 14940 AlE 33rd Pfaoe. SuM 202 8eltevue. WA 98a04 (206)827-2100
MEMO vIA FACStMIL-E
509 324-4378
oATEs mmm 111 1996
To: BPoKMF oovMY
OMS1ON OF EMQlNEERtN0'8 ROADS
ATTN: DOUt3 BUSKO
RE; ,IACK-iN.TNE-WX ItESTAURANT l N. 711 SULLIM, RD. 8POKANE, WA / FMI M91
pRDJEC'T NUMBER W118 PIUMBER QF PAt3ES: 7
n14CLU01Na 0G11EfV
REMARKS:
MR. 8US0(0: 1 HAUE ENMOSIEO A COPY OF THEAPPROI/ED CERTIFICATE OF EXEMPTION THaT WE RECfiVED
FQR THE SUB,{ECT PROJECT. t 1Rl0ULD `NSK THAT TlUS BE ACCEP?ED {N LIEU OF THE fRECOROED
PROPERTY DEEQ FOR TNE S0UTH PARCfL TMAT YOU ARE REQUESTiNG. THiS OOCIIMEHT WAS
USED TO ADORESS A 6lNLAR REQUE8T FROM MR T4WCRAG oF THE PLANNiN6 oEPIRTMENT IN
ORDER TO APPROVE OUR PLANS AT THIS 'i1ME.
I NOPE YOU INI1L'FlND THlS ACCEPTA8IE Y1IE WILL ENDEAVOR TO ADDREBS THE OTHER ITEMS AS
SOON AS POS6181E.
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LETTER OF TRANSMITTAL
'I'p Doug Busko Date 3/5/96
Spokane County Sent 1Jia Priority Federal Express
1026 West Braadway Avenue Our Job No 5402
Spokane, WA 99260-0170 RE Jack-In-The-Box at Intersection of
Broadway and Sullivan
Quantity Date Descnption
1 Site Improvement Plan Redlinea
1 Springfield Avenue Plan/Profile Redlines
2 3/4/96 Revised Site Improvement Plans
2 3/4/96 Revised Springfield Avenue Plan/Profile Plans
1 3/5/96 Revised Storm Calculations
Remarks/Comments Enclosed are the revised plans for the above referenced project.
Also included is revised Drainage Calculations.
o - -
cc Tom Spader, Freiheit & Ho Architects (w/enc) Signed ~
40 ouglas T. yers, P.E.
Chris Smith, Foodmaker, Inc. (w/enc)
Pro~ect Engineer
AF 101
18215 72ND AVENUE SOUTH KEMT, WA 98032 (206) 251-6222 (206) 251-8782 FAX
02/28/86 10:36 FAlC 2062518782 BARG8AUS8N 8NG o001
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TO: Fax No: tA6t 324-- 3f 78
CC: Fax No.
Fax No.
Fax No.
FROM: •
4~ BARQHAUSEN CONSULTINQ ENGINEERS, III~C.
~
- ~ 18215 72nd Avenue South, Kent, 1NA 98032
~{206) 251•6222, FAX (206) 251-8782
Comments:
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• • •
PERM T DOCUIVIENT TRANSM TTAL
Spokane County Division of, Buiidings
1026 W Broadway Ave
Spokane, , WA 99260
Pr,oject Address: Project 95- 2s 5Z)
Business Name: -~Ack
CONTACT: --roM S-Ph'one: 20 $a`1 -a I oio
Mailing Address. ; 03-jo &F &3M~Q(,. Skqt aoa f -~W,-EV~s NA 98
COORDINATOR: L Phone: ~#5b-3(O'1S ~il
-
DOCUIUIENTS CIRCULATED
Description euiwt~, zo4+uV, ~i~ r~o~la+ o~ uwN" scaPCn
l.eTTel2_
,
Received 6y
Date of Transmittal: Circulated by: _
_ . . -
RECEIVED
FE8 2 2 =
~
- sPoKAnE couNnr ENGIN
~ •
.
0 HO
Evcrgrcen One, 10940 NE 33rd Place. Suite 202 Bcllevuc, WA 98004 (206)827-2100
February 16, 1996
HEVE1VED
SPUKANE COUNTY
SPOKANE COUNTY
Division of Buildings / Permit Center FES 21 10
W 1026 Broadway
Spokane, WA 99260-0050 OuFLuING nwo FILMNintr
Attn Ms Robu1 Bums
re Jack In The Box RestaurAnt / 711 N. Sullivan Rd. /Veradale, WA
Dear Ms Bums
Our office has completed a response to your review comments for this project and are herewith
submitting two copies of those sheets affected by the changes More specifically, we have addressed the
review comments as follows
Site Plan & General Comments
1 Ia response to Spokane County Engineering rernew letter, dated 1-23-96, comment number
17, we have added the 3 5' sidewalk and utility easement on Springfield Avenue to our plan
See sheet SD 1 Please also note that we have increased the driveway entrance from Sullivan
Road to 30'
Barrier-Free Requirements
1 In response to Ken Jeffrey's letter dated 11-8-95, comment number 10, we now have the
necessary 18" clearance on the pull side of the door to the men's rEStroom See sheet A1
Occupancy and Exat Comments
1 In response to Ken Jeffrey's letter dated 11-8-95, comment number 2, we will have vestibules
in this building We have added notes to the appropriate drawings, referring to sheet A13 for
the vestibule requirements Ken and I have discussed this, and we are comfortable with how
our drawings are laid out
9S11816,doc
tl
~ Energy Comments
1 We have contacted Michael DeVleming of Vcra Water & Power concerning the NREC
special inspection He has agreed to do our special inspection, and a compteted NREC
Special Inspection Acknowledgment Form is forthcoming
Zoning Comments
l We have enclosed a Site Lighting Plan to show the direction of lumination of the site lighting
We will be using a shielded light fixtuee in the area abutting the residentiai acea
2 Our landscape architect has given us an estimate of $1 80 per square foot of landscaping for
the landscaping and irrigation
Enciosed wrth this correspondence are two copies of those sheets affected by these changes
Piease cespond ta tius resubmittal is an expedient manner If there are any further questions or comments
regarding this project, please feel free to call
Sincerely,
FREIHETI' & HO ARCHITECTS, INC., P.S
40 Z ~~~r
Tl~oAW
Thomas L Spader
cc Mr Chns Smith, Foodmaker, Inc
9511818 doc
ilo
~
AQC1J--"-EC"-8, ❑ .~~~~V• .
EveWm E}ne, 10940 NE 33rd Plaoe, Suite 242 BeUme, VVA 9$004 (206)827-2144
RGVLIVED
January 2, 1996 ,fAN 0 4 1996
SPOKANE Cl7U1VTY SP'01{ANE CaUNTY ENfi1NEER
Public Works
Division ofEngineenng & Roads
VP 1026 Btoadway
Spaltane, WA 99264-01?0
Attn: Mr Doug Boscae
re Jack In The Box Restaurant !?l 1 N. Sullivan Rd. / Veradale, WA
Dear Mr Boscoe
Please find enclased a compteted agreement to pay fees, signed by the owrier We are curren#ly in
the process af complet.ing pl$ns for the street impravements along Springfleld, and vall be forwarding
thase to you as soan as they are campleted If you have any queshons or comments, plsase feel fi-ee ta
call
Sincerely,
FREWEiT & HO ARCMT'ECTS, IINC., P.S
anowds z 4:~Pdler
Thomas L Spader
cc Mr Chris Smith, Faodmaker, Inc
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NOTICE OF TRANSMJVC1%
niauitt _SS 11itOJt-C7' u
N-1 I v AN n- M=Rm
t3UStNCSS NAMC PARCC[. NO./LCGnL
:YAC_Ir, IN Ti{E DESCRIPT[ON: -
PROPOSCD USE: W's ~ sl • 0~~
T~u ~.+~-~l T
C~~ACT; PHONE:
0)7 ' a I0o
REASOrI rOXt TRANSMX'r'TA►X.
PREAPPLiCAT[ON CONFERENCB PRECONS'['RUCT[ON CONF'ERENCE OTHER:
~
DATE: TIME:
l
DOCUMlENTS CIIZCUI,ATED
` DISTRIBU'1`ED T0: '
~ DESGRtIP'fiON BUILDUNaS PLANNLNG ENQtNEFRS HEALTHISCAPCA FtItE OtsC 4R'KER
, ur~c.lT~Es,
. ~ -PSita Plan (aaw `
f1w Ctitic:al Materials I.ist 6o
~ Paddog Plaa. ,
w rr r r rr ■ ~~w» ir~rw~w~~
$1gn3$O plBD
w~ w ~i I r~ v~
'Lighciag Plan
Draioago Plan ~Dcaiaaga Catculations P
yr r w. rM ~r ,r. rw ~ a7 rr r N rr r rrri w rr i w i w rw
Agc+oeaaent to Pay Foes
M ~ • 'M
~ irrigation Plan
ML.andsmpe Plan . Pmnissory Lettu
- _ r rr ~rr w ~w •w iw w r ~
i~/a`~~ WW Esfima•W ~ .
•
ITmffic ~''.tcculation Plan M' • r w. ~ My~ ~ M
Coastcuction Drawing,s
Ftoor Plan
~
~
?hc aboMc ituns havr becri ~
rccci ved
D.Zte of Z'ransaiittal: 5/ 3/3 5 Review Coordmator. ~0 A-D.-~
Grcud-tted by _ . '
~ -
~ ° ' ♦ 1...., t'~ )ta • !t I ~ri~A~ f .i. tr I
.
I
' FAx TRANSM-ISSION
SPOKANE COUNTY E.NGINEERING DEPARI`MENT
1026 W 6ROaowAY
SPOaewe. WA 89260
(509) 456-3800
FA)i (509)13243478
To: Doug Conyers Dat~: March 31, 1995
Fag #s (206) 251-8782 Pages: includmg this cover sheet
' From: Paull.enneniann, E I T
Subject: Jack in the Box
COMMENTS
These.are some of the details you will need
Sr~a2ox t~erss: ~ S .
. ,
r
1
.
BUILDiNG PERMIT CMECKLIST
M~~~=A1~ ~
~~lU11~#1M
- co~IPLEfiE6_ -1
_ - _ _ ~ ~ AN1~l~3E~E~
AG~IOI~Nfi TO ~AY F€FS 4 _ - - - - - _ _
RIGHT OF WAY DEPARTMENT
~ DEED
^ EASEMENTS ~ - - - - - - -
- R~ _ _ - - - - - _
RID . _ _ _ - - _ - ~ , _
LEGAL DESCR1PT10N Ch1ECK
LETTER FROM SCAPCA
RECIPRQCA'L USE AGREEMENT~
APPROACH PERMIT
NORTWRROW _ x ~
SCALE A - i ; - - - - - X _
BENCHMARK -x
ROAD PtAMES X
RNV DIMEN9ION8 T _ ~ - - X _ _ - -
PROPERTY LINES ~ o X
SET-ASIOE shown on Qlans
GRADES ~min 1~0%0~
STAMP X -
PAVING(surface descrpiion) _ X
TRAFFIC CIRCUL.ATION PLAN x
LANQ-sCAPE PLAN (208 CONFItCT) X
Drywell%LidllnleUSpiash 81ock Detad X
'6RATNaGE
Roo constructio'n x
NVAC on Roof X ~ - - -
Swale volume calculaiions x
ISwale Cross Section X
Pre Developed Conon X
Post Developed Condition , x
SPECIAL SQIL TESTB
D{TCH CALULATIONS
PipeiBACKWATER CALCULATIONS
GRATE CALCULATIONS
RETENTION/DETENT{ON CALCS
10/50/100 YEAR STORM
TR-55 ANALYSIS
RoAbs
florlh AROw _ _ - - ~ _ -
9enchmark
Tcate
Otter Grades ('C19%L
ipss Slope (2 0%-4
iinage Report
tnag,e on Ptans
re Dala (radius, li_c, _oc
+ment seciion _ , - - _ - - _ _ e - - - - ~
ts/tog stripe _ _ a ~ _ - - - - - - - -
eers Stam_p
'lies/8ond esiimete
F - - ~ - ~ - - - - - - ~ _ _ _
ture
'!anp-
.
.
(P'RE-APPLICATION,_,.. - ~ ~ PRE-CONSTRUCTI0N
17AT.E:fA4o~7,199`~'J TIME. 1D' O~Q A~~
lkll IBUIM ING ~IN~ ,5~tGINEERS OJMALTR ~
Y J ]
fg-ME DIST4» UTILITIES ❑ SCAPCA ❑ _ ~ >
0
. _ >
~ _ ~ . }
~
ADDRESS: N.711 SUGGI vA1V ~d
-
~
OWNER: PHONE:
y
ADDRESS:
BusnvESS NAME:~TAc~ ~Q -rHE
CONTACT: 7740. rn i4 S SPR bEf2..-o PHONE:Za&8~7 -alM
ADDREss:loqyo JUE330-dP44cE, sutsVXa~3EZcE vi,CWA qeao
LEGAL DESCRIPTION: fiT i ACgeD
~ sl~~ •o~/~
• Oll
Sl ~D/lb? 5
PARCEL NUMBER: 45/44-0/0//
,
DETAILED PROJECT DESCRIPTION:
tJ r" DaMe --MROU61~
v.ALUE:
' > _ . » ~ tiy~« ~`t~. ` ~ x Y ~ }y; ~ s Y »~Lf ~3~.~~ i ~ ~ s,~^?2~c R~~~1~ _ ~ if.~
? ` S^ ` w~ ac} x ~ ~ V^Y 2~ ~ ! L Hri ' FS ~+~~i1s x:P t ~tC
/ • ~ kxa~2~. ~h ~ » i •a~ r' :.i I » n a' Y ~ ~ ~ "is x
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~p/ 71{7' .r{S +Yi ~ h v~ a t 2~ ~^t~~ v 4t~ F ~ ~~r 7..1v~'4'+ti t i. svc\ . ^r'r ` .
~ , ?Av,S lti $ i~ 1 5 .1 ~ ST a.'} Y ) " ~ ~ ~4 ~ ? ~ S , 3 }7:r i
i
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~~~yyy > > ` w X~~'~' +~+1~` k \)'~e'k~u~ ~ f d # f
# Y 31R,40 k t . ~~rss x ~ ~ ~t $ a~ f~ ` r
•
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CIRV M ATR~~B7r'715~{ Pto DA p ~ ~ Y }'tf.}ir+ t{.t>F~~ S~Sf'. > r
y r ~ ` ^ ~ ~ ' i ~~r aYN r • ~ ~ ~ ! .5 ~ ~ ~
~ Sr99 »
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.
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_ • ♦
S K A N E: C O U N T Y
~
OFFICE oF THE COUN7Y ENGINFJER • A A1VISION OF T71E PUBUC WORKS DEPAR'tMENT
Ronald C Hormann, P E, County EaiginePr Dennis M Scott, P E, Drector
AGREEMENT T4 PA Y FEES ~
~
ENGINEER'S AGREEMENT NUMBER'0
This agreemeat between Spokane County and S ~ih : ~'1
rhame ot persgn)
whose intecest m the project is qotowflgvnt.
is entered into this/- ~ day of AriAt" , 19 This agreement is applicable to the project
known as: T~r
r o'r' e wt r
Tbat the individuals and parties named herein as having an interest m the above described property or project
agree to the following
1 Reimburse Spokane County for project review and inspection fees as specified in Chapter
9 14 of the Spnkane County Code 'Che fees wi[1 be based on actual salary costs incuned
by Spokane County for project revtews and / or iaspections plus a ten percent
administrative charge, and will be billed monthIy as accrued Any billing amounts due,
including any expenses incurred in the collection of an overdue account, must be paid
prior to the County's acceptance af tlie project for filing 1f a project is approved and/or
filed with a balance sull owing, the unpaid balance sltall be paid within 30 days of the
invoice date
2 The undersigned agrees Utat tliese fees are due and payable upen receipt of the billing as
specified above
3 Any invoices not pmd within 30 days of the invoice date wiii be coasidered delinqueat.
If any outstandhng balance on tbe acCOUnt for this project is not paid withua 30 days of
the invoice date, no further revtews of the project docurnenis will be conducted until the
entire accaunt balance is paid Any balance on the account for this project aot pald
witbin 65 days nf the invoice date may result in legal action or the initiation of other
collection procedures, including referral to a collectiau agency The Sponsor will be
liable fnr any and all expenses incurred by the Couaty for the collection of overdue
accounts
4. The monttily billing should be sent to the attention of.
1
NAME• F&OdAAfikel . 17~ - ~ 7T ; M Sv4 1 7` Ff
,
ADDRESS 51 ~
t~
CITY, STATE• -T"` `V ~ WA IN
ZiP CODL. OVAR
PHONL # _~.~DG)-3" - LLtlj
I undersEand that failure to pay these fees may result in delay in compleqon or approval of the project or oiher
possible sanctions
E1 If this fee agreement is completed by someone oiher than the Sponsor (i e, Ehe project
owner or a principal in the firm spvnso th projec , such as the Engineer designing
the project, then written authonzati fr e sor f y authoriziag the
Ageat to execute this Fee Ageeem t i t h th' eement
SIGNATURE Sy
cqku M. ~~Y%i i r r~ RECEIV~
r
(PRI NT NAME) JAH 0 4 1996
RETURN YELL()W COPY TO SPOKANE COUNTY ENGINEEItS, SPOIG4NE cOUNT1r ENGfNEEA
k1p1t1sgtr.amen fea 2/ 1 f95
1026 W Broadway Ave - Spdkane, V1,A 99260 0170 •(509) 456-360U f'AX (509) 324-3478 Ti)I) (509) 324-3166
d ~
t ~
•
a
VA►RIANGE # APPLICANI'S NAMF cP i'Z 15 -:5~~ t{
BLDG # 45 C'- 0 4 '7
OTT3ER # MAILING ADDRESS.,A3 / CO
S-J4 ~ TZ~r ~ R-tlf
PARCEL #+5 114. PHONE • HO1V1P
.
ROAD NArVIE ~5/~•~/, rl PHONE - WORK 20 (,17 - 4 ' Ogt?.ff
Tbe foUowing documents are needed before tbe Spokane County Eogineer's Department caa begin processing your
variance or building applicauon as approved. (509) 456-3600
AGREEMEN'I' TO PAY FEES have been collected
RECORDED COPY OF DEED, DEED OF TRUST, contract or coin►eyt 'ng uistrument. These may be -
~
obtained froai the Counry Auditor, 2nd floor of the Courthouse.
~ LEGAL DESCRIPTION of your avicess easemenL
~ A LIS1'IlVG OF NAMES of iadividuals who will be signing the documents. These iad'nndual names
should appear as the person(s) legaUy sign their aame.
4F74A 1..,M Y
Y A CURRENT ASSESSOR'S MAP atuch depicts the loc.acion oE your properry.
OWNERSHIP MICRO-RUN. These may be obtained from the County Assessors, 1st floor, of the
Courthouse, Jefferson entrance, 2ad door on the left.
The necessary documents will be pre,pared by the Eagineees Department, Right-of-Way Secaon, upoa prwmon of
tbe Informatioa noted abave. You will be notif'ied when the documents nre ready for sigaature. The documents may
be sent to you, hawever, IT SHOLJLD BE NO'i'ED THAT AI.I. SIGNATURES MIIST BE NOTARIZED. The
Engineer's Department does have aotaries available if you choose to sign the documents at our office.
4 Please caU ahen ready Ptease mafl when ready
Notice to Public Right-of-Way
CONicum
~~~-~i~I•~.~JT' O~c~ ~ d~~
Rtght-of-Way Agent Forward to you from 2)W,,ee,~~
k1plMoUa 192
~
I
r -
I
' A.#it+r Reeording Reftrn To: spokaae Cvaniy Engiaeer
Attu.: Right of Way Degartmmt
40e4393
p~: I ~ I
o~,~- M`o~Me ~~a~P
amnnm Mmh.n x. aMUUV$b~& w. crMa 4$ tl~_;
aranom an7snrgum
I.epl OtaeekpzNaa SW% a
lldJift=I Lq* Duoioo Mba
Aganaft T#s Pwaetl+Pamnllem45I4+1-01 13 mmd 151+14. Q114
Reu=ae 1Qtw*e1'
SPOKA►NE COUhkTY DNr=N 4F FNGMEEMG
Spokgm8 COU;AIyt W88b1ngR40
SIDEWALK A" UTIIUTY EASFIM1V'I°
IN THS MA'1"1'ER OF SPRTNGFIF.LD AVSUE, RF I+TO. 2264, KNOvV AI.L. MLN HY
THFSE PRESENTS, That rhe Grantors, Mar*tli X ead Kmaberrly A Clac. Husband and wifc.
For aad ia coadderatlon of Mutusi Hensfits, grants arrd conveys to Spakane Comty, a pobtical
subdivisian of the State ofWashiagum, an Easematt ta use the falkow,no dowrlbed real ProPert3'
sibioed in the Camty of Spokaney State of Waahn~ to-wtt•
t*`~ , Y a r+x
_144.0] I4
AFFEPAR'~JF .NK][Sl., $S 10113,45
«
~~f ~:3 snd 14, ~riurbach's 5abdiv~am as per plat thereaf
The 5ou~ 3 .
rw,Qstcd jS vdMktr2 Page i2, SpoImu Comakty, VVashington.
:
~gX Y~ tt~er~af
Located Qnarter (SE of Secbon 14 Townstup 25 Aiarth,
Rmp 44 BasE, W~K, Spoksnc County, Wasluagton
1`he PAsment gmnted heresn Ls far the pupose of iastalIutg a stdawallk and utiLty stnp per
currmt suwWWrda of 5`pokane C.ounty and vnlt te leR unobatruated and open fbr pnblic use for
pedctrian tmffic,
'rhe EASMvMqT desanbecl hemn above is tv aad s4tai1 run witb ft laand m papetuity and shall
!re hmdsg oN aond shall inwm to ths bdnefit of the pames here#+o, thm heirs, mccessors or
amgns.
'~`~1 f .F- MEOMM
l
Of Z
,o+r411W 01:02v
as
:.~ene co. a
' IN WI1'NESS WBEREOF, we have heieunto set our bands and seals tius
~ day of 1997.
I
1t
Br~ By: _ <<
~ • .
.
STATE OF WASMNGTON )
COUNTY OF SPOKANE ) ss I cMify that I know or have sahsfactory ewdeme'that Marsha118. and Kunberty A. Ciark are the
individaals ,who appeated before me, aad,said mdividuals acmowledged that they mgned dus
uisttvment, and aclmowledged tt as thw free and votuntacy act, for the uses and purposes
mertioned m the unstrumeft
Datedthis A day of ,199L
~
` N TARY LIC
~ In aad for the State of Waslungton,
residhng'at Spokane
~ MY apPolatrnent eupu+es• l"ab ,
~
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Filed for Record at Request of _
7~ - ll! 4003978
BOGLE & GATES ~ P~ : 1 af 1
1h~ GN~ ' 11t,E I ■ Iff - - ~I1211995 OI:Q1P
WHEN REGORDSD R;E;'Tl'[JRN 'i'4• Co. a
AUrshall Ciark
Aark Commemal Real Fstata Campany
111 W NorthrIver Drjve
Pier 1 Bmidmg, Suite ZOl
Spokane WA 99201
STATtTTOBY WARRANTY DEED
'IHE GRANTOR, LA1TH ELAIMY and ABEEB ELAIM husband and
wife, for aad 'm oonsideratton of 1'EN DOLLARS AND OTHER C300D A1dD
VALUA$LB CANSIDERATION in hsnd pud conveys aod waaants to THII
GRANTEE, MARSHALL X CLABS and HiMBEBLEY A. CLARK hiisbaad and wifey
ttte folloanng described real estate, sitnated in the County of Spokane, State of
washmgton. _ _
As per lagal descrtpuon attached hereto as Eihibit "A" and
SUBJE(.T TO the permitted excepU+ons attached hereW as
FMu'bit "A 1", both of wtuch are mcorporateai herean !ry thjs
reference.
is Deai ts made and accepted by Grantee witb the eRpress
understandmg that the property descnbed herem shall not be aged for the operahon of
aay hamburger restauranc business or Taco Bell restaumnt (includicg aaq restaurant
selhng tacos nperated by any affiLate of Taco Bell or its parent company), eaccept as
may be speciflcally approved in wnting by the GraAtor, its succewors, and assigas. Smd
restnction shaU be deemed a burden on the lands descnbed herem from the date of
recordadon of this Deed. ~ restnction contawed herem shall be for the benefit of
the land descnled u► F~hi t"B" hereto and shatl be bindmg upon Grantee, its hens,
admuustratoTS, grancees, successors, lessees, tenants, and ass,gas. It a firther agreed
that the falure of Grantor to enforce the pmmions hereof an the event of a breach of
said restncaon, shaU not be a warver of the restncuon vath respect to such breach or
aay subsequent or dfferent breach The restnchon apmst hamburger restawants
prrnnded fur herem shall e,xpue upon the date Foodmaker, Inc. and its successors and
assigns stops seffing hamburgers on the land descri"bed la EWUt "B" for more than
three (3) years. The restncUon agmnst Taco BeU restaurants provided for herem shaU
eapre upon the date five (S) years after the recordmg of thts mstnnnent
[Sqnatures on Next Page] Exci 96000~85
se Tex P*i'
aale Arnt. Pd fC~u
.
.
,
.
s
DAT~ ft
dq,,of
1996.
~ MAMY . ,
,
aa~ BLADWx -
-V , 4003978
~6(121l996 04:OiP
. r '
~
STATE OF WASHINGTON)
) ss
COUNTY OF SPC)KANB )
I ce* that I Imaw or heve satisfactory evEdence thet LAITH ELAIIViY
and AHEER ELd31MY, husband and wdic, are the pcrsons wbo appeared before me,
and sand persons acknowledged that they mgned this inswment aud acknowledged It to
be their free and volnntaxy gct fnr t6e uses and purposes mentioned m the mstrument
Dated.
OPP101~
JAMEAMM r .
(S~~)
" 'Aft"Wo4p. e--,-
- ' Gtttice j A. Wo I FF
(Name tegiblY Prmted or stamPed)
(Seai or stamp) Notary Pubhc in and fnr the State of
Waehuigton, remd.mg at
1V~y appointment expit~es ,~.l jqlf
- - ( - -I - - 400397
of l
. •
r "
~
~Mrr A
I..F.GGAI. DESCRiPTION
CE--70-96
A portion of Lots 13 and 14 of MURBACH'S SUBDMSION (VolLrne 2 of
,Plats. Page 12. Recor~ds of Spokane County. Washington) situcted
in the Northeast 1/4 of the Southeost 1/4 of Section 14. Township
25 North. Range 44 East. W. M.. Spokone County. Woshington
descnbed as follows:
Commencing at the Southwest Corner of l.ot 13 of scid MUREtACH'S
SUBD(1/ISION; thence atong the southerly line of sad Lot 13
South 8758'12" East 45.50 feet to the RE4L POINT OF BEGINVING;
thence leaving said southeriy (ine parollei with the westeriy
line of svid Lot 13 North OOr'04'03' West 95.98 feet;
thence Soutfi 9(700'00" Eost 125.45 feet to a point on the
westerty right-of-way of Sullivvn Road;
thence atong said westerly right-of-way South 0V03'11" East
81.02 feet;
thence South 44'55'5Z' West 21.22 feet:
thence leaving said westerly nght-of-woy North 8758'1 2' We::
110.43 feet to the REAL POINT OF BEGINNlNG.
Comprising 11.932 square feet, subject to all existing easemeits
and rights-of-way of record or appearing on said tract.
SEB EXHIBIT A-1 FOR PERlIITTBD BXCSPTIONS
- , - 4003978
; 4 ~i 1
. ~~l1896 Q4;61P
, rt 1 to
J
♦ ~
• ` ~
CE-70-9fi
A pvrtion of Lots 1, 2, 13 vnd 14 of MUFtBACH`S 5u8D1YIS1011M
(V61ume 2 of Plats, Page 12, Records of Spokane County.
Wa~hsng#on} situa#ed in the Nartfieast 1 j4 of the Southeast '/4 of
Section 14. Township 25 North, Rcnge 44 Eas#. W. M.. Spako -ie
County. Wosfiing#orr described as follows:
Commencing at the Southwest Comer of Lot 13 'a# said MURSACH`S
SUBDiV15ION, said po[nt being #he REAL P811+IT OF 8EGSNNING,
thence along the westerly fine of soid Lats 13 & 2
North 0M4'OT West 280.96 feet ta the northerly line of sa►ri
Lot 2;
#hence leaving sQid westeriy line nianq the nor#heriy line ol
sard Lot 2 and Lat 1 South 9U00'a(Y' Evst 161.00 feet to a
paint on khe westerfy right--of-way of Suliivan Raod;
thence learing said nartherly line along sQid vresterly right-af-
wayr 5outh 4-V55'DZ Fast 14.17 feet;
thence continuiM g otong sald westeriy r'ght-of-way
Satith 0Q`Q3 11East 174.96 feot; ~ ~ -
thence leoving sai d w e s ter ly rl'ght-o f--way Nor# h 9 90 0' 0(f West
125.45 fee#; ~
thence Sou#h 0Q'04`03" Evst 95.98 feet to the northerly righ1 - r
of-,way of Springfieid Avenue;
thence atcng said nartherly rtght-of-way North S9'58'1t West
45.50 feet to the REAL RO1h1T QF BEGtNNING, ~ y
Camprising 35,346 sguore #eet, subJect to all existing easemE n#s '
and nghts--af-way of reccard ar appearing on said #ract,
" ! ~ naos~ ~ i
, L oe ~~rsa~ ~,m~
~kane ~0.1~
Tql ~ itS CG AQI 111
.
s
. .~{jN-~9-B6 1010 FRON.600 1CAT68 96A?TLS FL50 10•20( 112690 PAGB 2/3
EXMrr a i
SUBJECT Ol`TL.X T0 THE FOLLOWIIqG PERMrrrM E3CCEPTIONS
i. AsaEENENT Awo nHE TM aND coNDtnorts TrEREoF:
Between: Vara Eietiric Mater ~y, a corparatitin
And: C.K. 1~CQoaald. A.C. J~m son, Andrer 6ood and Yera Cand
CCompaiUrt a comoratfon
Recorded: Aprl1 25. 19D8, Book •k• of Contracts, Page 292
Recording No.• 2005II8
Papose: Provfdfng far construction of dttches, flwes,
plpelines, ett., vfth right of fngrass aad egress to
~ainta9n safd fl~s, pipes, atc; and provtding for ilatt
for umpaid charges for sueh servlce
2. Edsmnts as dfsclosed by the recorded plat of Plurbach's Subdfvistoe.
3. EASMfT AWI CQNDI?IONS CCNTAINED DiEREIN, AS 6RANTED BY INSZRUMENT:
Recordeds aovembar 18, 1938
Recording No.: 087468
In Favor Of: The United Statea of Americ.a
Wtrpon: EteCtrlC pottet transm1ss94n structuY'es
Affeets: The East 25 feat af Lot 14
4. EASOM AND OOMITI= COffTAINED 7NEREIN, AS 6ME'D BY IWTRUdIENT:
tn Favor Qf: United States of IfaaeriCa
By pecZaration of
Taicing In Cause Ho.:Civil Aetton ko. 1744
Un1ted Stated
Oistrict Court: SpakRne
Certified CopY r~rded
Ur~r Recarding No.:s561028
PurposQ: :A petpetual easmnt for e'lectrtc pmr transmission
structures
ftdiftcation of Easemts sborm in Paragraphs 2 and 9 recorded Septamber 27.
1994 under Recordiag NO. 9408270339.
5. Assessment s 7 evt ed by SpsUne County for Stortp MaLer.
.
40
hp: 098 t~I
T ~ - - - _ 06121198 0:01P
,~`JT~E I Ob il .tl~ 4*0 Co. iA
Pagt 1 of 2
~
• • PAGB 3/9
.'!Wi•07-98 10 • 11 P130M • BQC SGA1BS 9SA??L8 FL60 t O@2Q 123660
.
p EXCEpTiONS (c,onanued)
6. ASSESSNIENT:
orlglAal amounl: $l0500.00
Intarost: e.0=
Fron: Mqy 23, I896
Anya1 Installnnts: 20
Next Installtamt
aejtnquent: Juae 220 I"6
Levf ed 8Y: Coun#Y of Spokane
U.L.I.D. lio. : 911
parc$l No. : 45144.0113
APfects: Lat 13
7. ASSLSDW;
Or9ginal Amount: f1.158.55
Intersst: 8•000
Fraa; May 23, 1986
Annual Install=nts; 20
Next Installmortt
DeilAquent: Jane 225 I996
Ievied By: County ot 5pokane
U. L. I.D. 1rtn.: 1911
pa~l No.; 45144.0114
Affects: tot 14
8. qw rfghts, fAter~ests ar clai~ ~ich ~I eXist or arise by t~asan of the
fo~flawinq facts ahooM cn sutvey prep8red by J4l-6 da#ea Hay 206 1996, Job ato.
16990:
A. Nood ferce itezt of ths East proparty 11ne.
B. Yood faece Soutb of the Soutbor1Y proPerty 11ne lnto the street rlght of
way.
C. M4use atld overhang on lat 13 sits aver tAe proportY 1Sne•
0. Loeatlan of buitdiregs in vioiation af set hatlc requirmnts•
g. 1996 pmpeity tctes dua and p$qable, but not ye.t deliaqu=L
10. Righte of Tenants ia Posseesion.
~ 4003978
- ~ q ; To4i
. 06~1is U. ~:01P
Page 2 of 2
NO"l'ICE OFTRANSMJl`~~L i995 ~
- _ . . ,
ADDR~ S-S ~ - - • - ; ~l~~~vid(~~ ~~S~~UG,~~ .~1~~1a:~~~~~ 1
1 V ~ I SI.t LL I V A+) I ItQ! I~C~I
BUStNt:SS NAMC: PARCCL NO /LCGA(,
7TA-C~ w Ttfe ACSCR[PTION -
I'ROPOSCD USC -ZESTA Lu2a-+,ST 445,yq. ol qq
CON''I'ACT M To PHONE:
a~ - 4a a-,- a I C) o
REASOrr roR TRArrsMrrrAL
~ iS~ o r 1
• _:Jo~ ~y~~J, ~
PREAPPI.tCATION CONFQtFNCE PRECONS'TRUCTION CONFFRENCE pTHER:
~ 7 s
DATE: TIME.
r
DQ4UlriGit Ta3 CMCV w`~~
LATED , -
1 - ~
DLSTRIBUTED TO:
R1= DESCR[P'i'IOPf BUILDINGS PLANKSAIa EPIQtKF.EMS HEA[.I SCAPCA FUtE DtST t Ori'HER;
~
ISite Plan (aew) (Mised)
I C.riticai Materials List
iParUng P[aa.
. .
u rw w iv . ► ~wr iw r roww w iv i ~r ru~ Mr ~M+~~ rr.
ISignage Plan
~ M ~M MII MIM M 1» ~ M iN~lYYr111 M Y
I.ighting Plaa ~
Draiaaga Plan
•
Dcaiaagc Caiculations '
i . w r ~ ~ rw+ ►rr~ r » ww iw ~ ..rwr • YMIM 1~ r ~r.rr-rw
Agceeiaant to Pay Fees ~
- ~
icYigadon Plan
-
Landscapa Plan
. Promissory Lettec .
pe ~ 1~/M~I r~ iv . I~I I~Y ~I IY r4 M~ M~ i►' Y r• i M~ Y M M ~y~
COSt EstlU1alt4
f
Tcaffic Cicculation Plan ~w M Iw 1NIM
-7:: Constrtcdion Dmwings ~
Ftoor Plan .
tozer-, Fae.nn X, I
\4 gmrrueAC. e~t~s X .
Tha above ircnrs hnvc baeu'
rccciti►cd.
Date of Tn►nsnu«at: 5-1 -9 S Review Coo(dinator, 3`~H11/ LA-aS oK)
itiiE
pl.A-N /VoT SLC~'M ~?rE~ ~t T* flS 7
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27/23/96 17:35 FA7[ 2082518782 BARGHLtUSEN ENG QI001
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FROM:
(r,.d BARGHAUSEN CONSULTItVG ENGINEERS, INC.
0gh
~ 18215 72nd Avenr~e Soufih~ Kel1t, WA 98032
► (206) 251-6222, FAX (206) 251-8782
Comments: dzellaw ~.'~i~S~as so*n***..
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FROM:
QN BARQNaUSEN CONSULTINO ENOINEERS, INC.
18215 72nd Avenu& South, Kent, WA 98032
(206) 251-8222, FAX (206) 251-8782
%Zmvoo ~ •
Comments:
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Note: Please call (206)26)-6222 if you do nop reoelve the numba► of indfceied pages.
07/30/96 08:43 FA% 4062518782 BARGHAUSEN ENG RD 002
.
t REMONE EXISTiNG CONCRETE OR1VE NEVY ORYWEU
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SPOKANE COUNTY
MAY 1 1993
DtViSIuN Or dU1LDING
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OFFI00IAL PU6LIC OMU(~gNT
S~'QCiNE COUN7Y ENGINCERfi QFpft
OUR JOB N0. 5402 0
~
APRIL 1994 PROJEcT 0 ~
5~~5~nF7 iAL # ~ .
7L',9f"J T0 COUNTY Ei'IG~ ~
NF-ER
~►g I'. CO
IDrepared By: oJa ole~
~
BARQHAUSEN CONSULTtNG ENGINEERS, INC
18215 72ND AVENUE SOUTH 2m ,
KENT, WASHIIVGTON 98032 ~
(206) 25 1-s222
~ l8
' D(PIAES ~/10/9~
,
Qi14AO~
,
^
CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVfRONMENTAL SERVIGES
~
I
NARRATIVE
The proposed project site is located at the southwest corner of Broadway Avenue and SOivan Road, wnthin
Spokane Cowaty. The total size of the site is approximately 1 1 acres and is made up of four iadividual
residential lots Each lot is occupied by an exiscmg suigle-family dwelling These dwellings will be
removed to comshvct the proposed Jack in the Box resiaurant
'i'he srte is flanked on three sides by existmg Crty streets Broadway Avernie borders the norih praperty
line, Sullivan Road barders the east properry Lne and Sprmgfield Avenue borders the south property Lne.
The west property luie sets adjacent to aaother residential lot. No off-site stormwaeer enters in6o the site
from any of the three streets or the adjacent property. The site is basically flat and the site soils within the
azea aze Garnson type soils with gravelly loam.
1`he proposed dramage system for the new Jack in the Box will be an uifiltration system. Stormwater
generated by the proposerl parlong lot vnU sheet flow over the lot and direcdy mbo one of the two
reteation/swale facihties With the mun retention/swale located along the west property line aad a smaller
retention/swale located along the north properiy hne, both retentaon/swale facilihes wffl be provided with
one or more drywells
Bodi facilities will be sized to accommodate a developed 10-year/24-hour storm event, per Spokane Couuty
requirements, and the type and number of drywells wiU atso be determined by using Spokane County
criteria
Page 1 of 1 5402 001 [SM/ps]
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TABLE 1
` RUNOFF COEFFICIENTS FOit STORM SEWERS
ROLLING IiILLY
~ FLAT 2z - lOx OVBR lOX
a '
~ Pavement and Rnofs . . . . . . . . . . . . . . 0.90 0.90 0.90
~
~ Earth Shoulders . . . . . . . . . . . . . . . 0.50 0.50 0.50
Dtives and Walks . . . . . . . . . . . . . . . 0.75 0.80 0.85
Gravel Pavement . . . . . . . . . . . . . . . 0.50 U.55 0.60
City Bueiness Areas . . . . . . . . . . . . . 0.80 0.85 0.85
, Lawne, Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 0.20
Lawn, Heavy Soil . . . . . . . . . . . . . . . 0.17 0.22 0.35
Grass Shoulders . . . . . . . . . . . . . . . 0.25 0.25 - 0.25
Side Slopes, Earth . . . . . . . . . . . . . . 0,60 0.60 0.60
Side Slopes, Turf . . . . . . . . . . . . . . 0.30 0.30 0.30
Median Areas, 7urf . . . . . . . . . . . . . . 0.25 0.30 0.30
Cultivated Land, Qap and Loam 0.50 0.55 0.60
Cultivated I.and, Sand and Grave.l 0.25 0.30 0.35
Induatrial Areae, Light . . . . . . . . . . . 0.50 4.74 0180
Industrial Areas, Heavy . . . . . . . . . . . 0.60 U.BU 0.90
~ Parks and Cemetaries . . . . . . . . . . . . . 0.10 0.15 0.25
Playgrounde . . . . . . . . . . . . . . . . . 0.20 0.25 0.30
,
, Woodland and Foreste . . . . . . . . . . . . . 0.10 0.15 0.20
~ Meadowe and Pasture Land . . . . . . . . . . . 0.25 0.30 005
~
* ~ ~ *
*SINGLE FAMILY RESIDENTIAL
(Dwelling Oait/Gross A,cre)
(Sandy and Gravelly Soil)
0-1. U DII/GA . . . . . . . . . . 0.15
1.0-1.5 DU/GA . . . . . . . . . . 0.20
~
~ 1.5-3.0 DD/GA . . . . . . . . . . 0.25
3.0-3.5 DU/GA . . . . . . . . . . 0.30
.
3.5-4.0 DU/GyA . . . . . . . . . . 0.35
; 4.0-6. U DU/GA . . . . . . . . . . 0.40
6• U-9.0 DU/GA . . . . . . . . . . 0.60
9.0-15. U DU/GA . . . . . . . . . . 0.70
~ Assumes flat lot plus one-half width of abuttiqg street. Other configurations
ehould be checked bq combiniag individual runoff factors for each various eurface.
Date 4/4/84
TABLE 1
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OFRd+IYUL f UELIM dd6JlNMENT
~~9E 00~3i E~.""~Iu~EER 8 OF~'C*~-
480
OUR JOB IVO. 5402 PSC,,`CTO
~&INTY ENCINEFFIF
p " Rti T~
APRIL 1994
<
REVISED MARCH 4, 1996 ~
~
S T. CO
C~oltw
t~ .
Prepared By:
9 ~
BARGHAUSEN CONSULTING ENGiNEERS, . •~~s `
18215 72ND AVENUE SOUTH s'IpIVA~,~
~~s 96
KENT, WASNINGTON 95032 (206) 251-6222 ~IR~'as
~C0144v~
~ -
~ CIVIL ENGINEERING, LANO PLANNING, SURVEYING, ENVIRONMENTAL SERVICES
~
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CL BROADWAY AVENUE
' spMGUE AVENUE
~CIN TY MAP.
NARRATIVE
llie groposed pmject sim is lorated at the sauthwest cvnner of Braadway Avemie and Sullivan Rvad, wiihm
Spokane Councy. The t4w1 si.xe af the she is approxiumately I acr0s and is made up of four iadivzdual
residental lats Each lat is occtrpiecl by an eAst[ng suigle-frady dwei[tqg. These dwellings wdl be removed
to comstruct the prtpasW Jack in the Bax xestaurant,
"Ihe site i.s flanked. on thcee si€ies by exMM City stireets Broadway Avenue barders the narth property Ine,
Sutlivan Road bordm the east propaty line and Sgringfificld Avenue barders the sQUth property iine The
west property Une set5 adja+cert u► other resi€lentral lots. No o€€ site stoama:water enters snto the site fi5otn any
of the three atreets or the adjacent properCy. The site gradually slopes at apprvxwnately 12 pexcent to die
south The site sails withm tlze area are Garrisoa type soils with graveIiy Ioam.
The proposed drainage system for the aew Jack in the Box will udlize grass lined swales and drywells far
i~fitt~ation Starmwa#er generated by the gmposed parldag IQt wiU s,beet flow over the tot aad directly into
one of the two retentia►nlswale fac''es. Wnh the main retentian/swaie 1ocated atoaag the west property ]uue
and a smaller reterntivnlswale located alorg the north property line, both r$tentioQlswale faciliues wfll be
provided wyth one or mare drywetts.
Both b+cilities wffl be sized to aocomaiodate a developed. I0-yeatl24-hour stonm event, per Spokane Countr
requirenaents, and t.he type and nwaber of drywells will also be detennuied by using Spakm Cownty dmgn
sundards The westeriy swate wdll be sized for the addiuvnal impervxous area, created bq the future
cievelogmeat, at dte sautheast comer of the propexty. To accommodate this additionai area. Sgakane Cnunty
has allawed us to iacrease the swale storage depths ftora 0.5 (60) feet to 0 67 (8 feet
An ad,c3itional stwale n Qrovided to cvllect drainap fram the paved entrance fram SuUivan Road, as appmved
by IV1r Daug Buska in the plan review section. Th1.S SWS'IB Wdl IIat haV@ 8 di'yWeu t0 CoUeCt BxCeSS L~1]]off
Shauld the swale averflow, it will sheet flow inta SWhvan Road. The bottom area of the swa1e wM not meet
tlhe minimum reqturements of Spakane County However, Mr. Busko approved the undersszing of the svtrale.
Fage 1 af 1 M02 001 [SWpVcs]
l \
BARGHAUSEN DATE Rfio'10 PAGE ~ OF Z
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CONSULTING ENGINEER - ~
ENGINEERS, INC. PROJECT# S~~Z
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!0 -
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~ TI M E OF CONCE NTRATION TYPE =OF AREA
- AVERAGE GRASS COVER 4
Tc = CI Ln 0 6 POOR GRASS,COVER 13
- Exomple VALUES OF Ct
L= I.00d s= 0 01 n= 05 Cf = 0 3 NATURAL DRAINAGE AREA 4
_ 'OVERLAND FLOW 15
Te = 49 T minufes
10.000' 00001, ~ 100
i
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-
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.
, TABLE 1
' RUNOFF COEFFICIENTS FOR STORM SEWERS
ROLLING HILLY
FLAT ZX - lOX OVER lOX
~
,
~ Pavemeat and Roofs . . . . . . . . . . . . . . 0.90 0.90 0.90
t
~ Earth Shoulders . . . . . . . . . . . . . . . 0.50 0.50 0.50
Drives aAd Wa1ks : . . . . . • • • • • • • • • (J.75 0.80 0.85
' Gravel Pavement . . . . . . . . . . . . . • • 0.50 0•55 0.60
~
City Business Areas . . . . . . . . . . . . . 0.80 0.85 0.85
Lawns , Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 0.20
~ Lawa, Heavq Soil . . . • • • • . • • • • • . • 0.17 0.22 0.35
e
~ Grass Shouldets . . • • . • • • • • • • • • • 0.25 0,25 0;. 2-5
Side Slopes, Earth . . . . . . . . . . . . . . 0.60 0.60 0.60
Side Slopes, Turf . . . . . . . . . . . . . . 0.30 0.30 0.30
, Median Areas, lrurf . . . . . . . • • • • • • • 0.25 0.30 0.30
~ Cultivated Land, Qay and Loam 0.50 0,55 0.60
Cultivated Lauad, Sand and Gravel 0.25 0•30 U.35
Industrial Areas, Light . • • • • • • • • • • 0.50 0.70 0180
v
Industrial Areae, 8eavy . . . . . . . . . . . 0.60 0.80 0.90
' Parke and Cemetaries . . • • • • • • • • • • • U.10 0.15 0.25
.
~ Plap$routtds . . . . . . . . . . . . . • • • • 0.20 0.25 0.30
►
~ Woodland aad Forests . • • • • • • • • • • • • 0•10 0.15 0.20
MeadoWS and Pasture Land . . . . . . . . . . . 0.25 0.30 0.35
* * * *
~ *SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross Acre)
(Sandy and Gravelly Soil)
U-l.U DU/CA . . . . . . . . . . 0.15
, 1.0-1.5 DUIGA . . . . . . . . . . 0.20
' l. 5-3.0 DU/GA . . . . . . . . . . 0.25
3.0-3.5 DU/GA . • • • • • • • • • 0.30
3.5-4.0 DU/GA . . . . . . . . . . 0.35
' 4. 0-6. U DU/GA . . . . . . . . . . 0.40
6. U-9. 0 DU/ GA . . . . . . . . . . U. 60
- 9.0-15. U DU/GA . . . . . . . . . . 0• 70
Assumes flat lo[ plus one-half vidth of abuttiag street. Otber coafigurations
r should be checked by combining individual runoff factors for each various eurface•
Date 4J4/84
, TAB I.E 1
b-2
~
. I
SUB f ACE EXPLOIRATION A►ND GEOTECM'4'1CAL ENGINE I' G REPORT
,
JACK IN BOX RESTAURANT #8491
Veradale9 Washington .
PItEPARED FOIa
,
Foodmaker, Iaic.
PiZOJECT loTO. G95060A
APgtIL 6, 1995
~1SSOCIA"fED o4rAa , IEI~11 E
RTH
eV
SC CES, tNC ,
APR 10 ,1995 911- 5th Avenue, sufte loo, Kirkland, wa 98033 ~
(206) 827-7701 FAX (206) 827-5424
~ R IQ ARCNITECTi
,
. SUBSURFACE EXPLORATION AND
.
GEOTECHNICAL ENGINEERING REPORT
JACK IN THE BOX RESTALTRANT #8491
SULLIV-AN ROAD AND BROADWAY AV'ENUE
VERADALE, WAS~ii GTON
April 6, 1995
Proj ect No. G95060A
1. PROJECT AND SITE CONDITIQNS .
1.4 INTRODUCTION
This report presents the results of our subsurface exploration and geotechnical engineering study
for the proposed Jack In The Box Restaurant #8491 in Veradale, Washington. The proposed
building location and approximate locauons of the explorations accomplished for this study are
presented on the Site and Exploration Plan, Figure 1 In the event that any changes in the
nature, design or location of the siructure are planned, the conclusioas and recoRUnendations
contained ui this report should be reviewed and modified, ar verified, as necessary.
1 1 Purvose and Scooe
The purpose of this study was to provide subsurtace data to be utilized in the design and
development of the above mentioned project. Our siudy included excavatzng explor3tion pits and
perfonming geologic studies to assess the type, thickness, distnbution and physical properties of
the subsurface sediments and shallow ground water conditions Enguieerulg studies were also
conducted to determine the type of suitable foundation, allowable bearing pressures, anticipated
settlements, floor support recommendations, drainage considerations, and pavement
recommendations. This report summarizes our current field work and offers development
recommendations based on our present undecstanding of the project.
1.2 Authorization
Written authorization to proceed with this study was granted by Mr. Chris M. Smith, Sr. Project
Construction Manager of Foodmaker, Inc. in a letter dated March 13, 1995. This report has
been preparecl for the exclusive use of Foodmaker, Inc. and their agents, for specif'ic application
to this project. Withui the limitations of scope, schedule and budget, our services have been
performed in accordance with generally accepted geotechnical engineering and engineering
geolvgy practices in effect in tlZis area at the time our report was prepared No other warranry,
expressed or implied is made. Our observations, findings, and opinions are a means to identify
and reduce the inherent risks to the owner
1
2 0 PROJECT AND SITE DESCRIPTION
This report was cornpleced with an understanding of the project based on a site plan provided
by Foodmaker, Inc., and received in our office on January 5, 1995. Present plans indicate that
a single-story, approximate 2680 square foot structure will be built on the site with conventional
wood-frame construction and a slab-on-grade #]oor. The restaurant vsnll be located in the
northern portioa of the properiy (Figure 1). The Jack In The Box designation for this structure
is MK7CRFV. Site development wili also include construcaon of asphalt paved parkmg areas
and a concrete trash enclosure and drive-thiv lane. Finished floor and parking grades are
anticipated to be near the exlstuig site grade.
The property- was situated between Broadway Avenue to the north and Springfield Avenue to the
south, along the west side of Sullivan Road in Veradale, Washington. The parcel was
rectangular in shape and relatively flat, measuring about 280 feet north south by about 175 feet
east-west. The site was divided into four residential lots with four existing single family homes,
each having additional out buildings and basements. The lots were fenced along theu conunon
boundaries and were covered by lawns, domestic shrubbery, and small trees. Underground
uWities to the homes included water and phone, and each of the homes was conriected to a septic
tank and dry well A relatively new samtary sewer line had been placed in the surrounding
sireets, and each of the locs had a sewer stub available. The existing residences will be razed
or removed pnor to the construcuon of the restaurant.
.
3.0 SUBSURFACE EXPL4RATI0N
Our field study included excavating a series of exploration pits with a tractor-mounted backhoe
to gain subsurface informauon about the sice. The niatierials encountered in the exptoraUon pits
were studied and classified in the field by an engineering geologist, and all exploration pits were
backfilled immediately after examination and logging. Selected samples were then transported
to our laboratory for further visual classification and testing, as necessary. The various types
of sediments encountered, as well as the depths where characteristics of the sedunents cbanged,
are indicated on the auached exploration logs. Because of the nature of exploratory work below
ground, extrapolation of subsurface conditions between field explorations is necessary It shouid
be noted that differing subsurface conditioas may sometisnes be preseat due to the random nature
of deposition and the alteration of topography by past gradmg andlor filling. The aature and
extent of any vuiations between the field explorations may not become fully evident until
construction If variations are observed at that time, it may be necessary to re-evaluate specific
recommendations in thLs report and make appropriate changes
The number, location, and depth of the explorauons were completed within site and budgetary
constraints. The existing occupied structures at the site constrained the locatloa of the backhoe
pits, and we were unabie to excavate within the proposed building footprint as normally required
by Foodmaker Subsurface information was, however, obtained to the north and south of the
2
proposed restaurant structure in two backhoe pits. Three backhoe pits were also completed in
proposed parking areas. Our explorations were located in the field by measuring from laiown
site features shown on the above mentioned site pian received f_rom Foodmaker, Inc.
4 0 SUBSURF.4CE C4NDITIONS
Subsurface condiaons at ihe project site were uiferred from tbe field exptorations accomplished
for this study and visual reconnaissance of the site. As shown on the field logs, the exploration
pits generally encounter+ed topsoil and fill soils at the surface that was underlain by silty, pebbly
to cobbly gravel. The straegraphy is described m the following section in the order the units
were encountered from the surface, followed by a description of the hydrology of the site.
4 1 Fill Soils
Ftil soils (those not naturally piaced) were encourrtered in all five exploration pits, and consisted
of loose, moist, mixed dark brown and yellow brown, silry, organic-rich, pebbly gravel.
Locally, boulders up to 201nches in diameter were encountered. The fill was encountered at
the surface, or beneath a sod layer, and extended to a depth of i foot in EP-3 and EP-4, and a
depth of 1-1f2 feet in EP-1, EP-2, and EP-5 The fill appeared to have beea denved from local
sources, and probably represents nzatznal zxcavated cluring basement construction for thz onsiEe
residences.
We would expect fill soils also to be present in the areas of the septic tanks, the utility trenches
and behind the basement walls. These ateas were avoided during this study as the rrsideaces
were occupied at the tune of our field work. In these. areas the fill soils could extend to a depth
of several feet or, in the case of waII backfill, to the basement wall foundation. Because the
quality 3nd compaction of these fill soils is unknown, they should be considered uasuitable for
foundation support.
4.2 Siltv. Pebblv to Cobblv Gravel
Underlying the topsoil and fill, all of the expiorations encountered loose, moist, yellow-brown,
silty, pebbly to cobbly gravel. The upper 2 to 4 feet of this unit was rather silty, but the silt
conient decceased with depth Locally, boulders up to 20 inches in diameter were encountered
in the gravel. The gravel extended to below the 5 to 8 foot termiaation depths of aIl of the
explorations. Due to the loose conditioa of this unit, caving conditions were encountered in the
deeper exploration pits Therefore the deeper pits adjacent to the proposed structure were
limited tv an eight foot depth to minimize site disturbance. The gravel encountered at the site
Ls typical of the gravels in the east Spokane Valley area. The deposition of this unit is attributed
to the large scale glacial Lake Missoula floods that occurred at the end of the last ice age about
13,000 years ago
3
4 3 Hvdrolog,y
The samples obtained during our field study were moist and no ground water seepages were
encountered in any of the exploration pits. Tbe local residences oa the site have utilized dry
wells for storm water management for up to 40 years, and according to City records, have been
functioning during this period without infiltration problems. The time of our field work (March
1995) was reportedly the wettest March oa record in the Spokane area, and the oosite subsurface
soils still appeared to well drauied. We would tberefore expect that groundwater would not pose
a problera to the proposed construction at the site.
.
.
4
r Aprd 6, 1995
Project No. G95060A
U. DESIGN RECOMNMNDATIONS
5.0 INTRODUC'TIUN
Our exploration i.ndlcates that the parcel is suitable for the proposed construcuon as presently
planned. A suitable bearing stratum is retatrvely shaUow aad spcead footing foundations may
be utilized for foundation support. We understand that the distrlbution af foundation loads of
dhe structure wdl 'oe typical and that no concentrated loads are anticipated. Consequently,
following proper recompaction as recommended hereia; the near-surface, natural pebbly, cobbly
gravel would be capable of providing suitable builduig support.
6.0 SITE PREPARATION
Old foundations, basements, septic tanks, and drywells presently on the site thaE are nnder the
buildutg area should be removed and backfilled. Any buried utiliaes should be removed or
retocated. The resuliing depressions should be backfilted with structural fill as discussed under
Section 7.0, Structural Fd1. Septic tamks-away from the buadmg area should decommissioned
~ according to Washington State DOE guidellnes. Basements inay either be totally removed or
the floor slab may remam and only the walls removed. If the floor slab rematns, ii should be
broken up in place prior to fiiling over it.
Site preparation of planned parking and budding areas should inctude removal of alt structures,
trees, shrubs, concrete (except a.s descrtbed above), debrLs and any other deletenous material.
Addltionally, the upper organic topsoil should be removed and the remaining roots grubbed from
the site. Areas where loose surface soils exLst due to grubbing operations should be considered
as fill to the depth of disturbance and treated as subsequently recommended for fill placement.
If, during stripping, areas of loose subgrade are encountered, these azeas should be tecompacted
or overexcavated and backf'illed with structural fill.
7.0 STRUCTURAL FILL
To reduce the potential for pavesneat, siab, or footing subsidence, rt Ls essential that excavated
areas, basements and uttliry trenches be backf lled with structural fill prior to buildi.ng or
pavement cor.struction. .All references to structural filt !n this report refer to subgrade
preparation, fi11 type, placement and compactlon of materials as discussed in this section.
5
~ i he depth of overexcavation will vary depending on location and depth of old foundations,
basements, etc. When the overexcavaUon and stripping has been progerly perfoRned, the upper
' 12 inches of exposed ground should be recompacted to a tninimum of 90 percent of the modified
Proctor maxumum densiry using ASTM:D 1557 as the staadard or to a dense, nonyielding
condition Any yielding sediments must be overexcavated and removed Due to the high gravel
and cobble content of the onsite sedunents, it is likely that in-place deasity testing cannot be
utilized to determine percent compaction. Therefore, ic is essential that the cantractor utilize a
minimum 20 ton, vibratory compactor for all compaction operations. Ia limited access areas a
"jumping jack" type compactor may be utilized
Following recompaction of the exposed ground, a structural fill may be placed to attain desired
grades. Structiual fill is defined as non-ocganic sod placed in maximum 8 inch loose lifts with
each lift bezng compacted to at least 95 percent of the modifed Proctor maxnnum density using
ASTM:D 2557 as the standard. Agam, if onsite, gravel{y, cobbly sediments are utilized for
siructural backfill, they should be compacted in lifts and with the equipnaent described above to
a dense, nonyielding condition. In addition, matenal Iuger than 6 inches should be removed
prior to compaction.
The contractor should note that any proposed fill soils, other than the natural onsite sediments,
must be evaluated prior to cheir use in fills This would require that a sample of the material
be submitted to a local tesUng labotatory 48 hours in advance to perfornn a Proctor test and
deternune its field compaction standard. Soas in which the amount af finc-grained material
K (smaller than No. 200 sieve) is greater than approximately 5 percent (measured on the minus
No. 4 sieve size) should be considered moisture-sensitive. Use of moisture-sensitive soil in
structural fills sbould be limited to favorabie dry weather conditions. If fill is placed during wet
weather or if proper compaction caanot be obtained, a select import material coasisting of a
clean, free-draining gravel andlor sand should be used. Free-draining fll coasists of non-
organic soil with the amount of fine-grained matenal limted to 5 percent by weight when
measured on the minus No. 4 sieve fraction.
Recompaction of the stripped subgrade and placement of struciural fill should be verified.
Depending on material type, a representative rnimber of in place density tests should be
perfocmed. If the tnaterial is too coarse 30 3!4"), visual inspection and verif ication of
compaction to a dense, nonyieiding condition should be performed In this way, the adequacy
af the earthwork may be evaluated as filling progresses and aay problem areas may be corrected
at that time
8.0 FOUNDATIONS
Spread footings may be used for building support when founded on recompacted natural soils
or structural fill as described above However, due to the fact the upper, near surface, silty,
cobbly gravel to pebbly gravel ts in a loose condition, aad the foundation will be partially
Iocated over areas of fill (both structural and nonsmuctural) because of the basement walts, we
M
\
6
f recommend that aIl genmeter fovting excavativns be a minimal width o►f 4 feet or whatever is
necessary to alfow compact;an wi€h the 24 ton or Iarger compac#or as previausly descnbed
Onee overexcavated, the favting trenches should be campacted with a min3mum of 4 passes with
the compactor. Internal foating pads should be oaerexcavated a nunimum vf 2 feet outside the
outer edge of the foot'tng in ali directions and then compacted with a minimum of 4 passes with
a "jumping jack" tYPe cvmpactor.
An ailowable bearing pressure of 2,000 pounds per square foot (psf) may be utdized fvr desigxn►
gurpases, including both dead and Iive loads. An irncreas+e of one-third may be used for
short-teXm wind or setsmic laading. Perimeter footings should be buned at least 36 inches into
the surrounding sail for frost prote+ctivn. Interior fbotings need onily extend 24 inches below
adjace,nt grade. In addition, a11 fovtings should have a r~'urimwn widtb of 14 inches.
Anticipated seitiement of footings faunded an recompacted pebbly gravel, or approved structurai
ri11, should be on the order of 1inch. However, lovse ar disturbed soil n.at removed from
foating excavatians priar Lo footing placement, eould result im increased settlement.s. All footing
areas should be uispected to verify that the bearing soas a.re undisturbed and consistent with the
tecvmmendativns contamed m thus r+epvrt. Such in.specttons rnay be required by the goQerair~g
mnmcipality Perimeter fbating drains should be provided as discvssed under Sectioa 10.0,
Drainage Consrderations
I
~ f 9.0 FLQOR SUPPORT
~
A slab-oQ-grade floor may be used over structvra.I fill or natural ground recorn,Qacted wi#h a
mircirnum of 4 Dasses by a 20 ton ar Iac•ger, vibratory compactor. In either c.ase, the upper 12
inehes of subgrade must be compacted ta a mimimunn vf 95 percent of the mvdified Proc#er
maximum density as deternxined by AST'M:D 1557 vr to a dense, nanyieldmg condition. A
polyethylene plastic vagor baffier should be used uedeF floors ltkely tv receive an itnpenneable
flvor finish vr where passage of water vapar thrvugh the floar is uadesumble. Based vn
American Coacrete Institute recammendations, we suggest placing a twa to thr+ee lnch layer af
clean sand over the vapor bamec to protect the vapar barrier and ta atlaw some moisture Ioss
through the bottom af the slab to aid in rhe curing process. Sand should be used to make fine
grading of the subgrade easier aRd to provide umfvrm support under the slab.
10.0 DRAINAGE CONSIDLRA'I'rONS
All perimeter footing walls should be grvvided with a drain at the faoting elevatiorx. Drains
should con.sist of perforated pspe enciQSed in a pea gravel, sarrd-free treneh. They should be
constructed with suffieient gradienc to allow gravity clischarge awayr &om the build;ng. Raof and
scirface runoff should not discharge inta the foaung drain system but should be haA.dled by a
separate tightline draatn.
.
~
7
; The onsite native sediments, below the fill and topsoil at a depth of about 1-I/2 feet, become
moce permeable and would likely be suitable for an infiltration type drainage system if a city
storm sewer is not available nearby to receive storm water runoff Infiltration system
construction should follow the Spokane County guidelines for storm water retention into the
Spokane aquifer In planning, exterior grades adjacent to walls should be sloped downward
away from the structure to achieve positive surface drauiage
8ased on onsite evaluation, as well as laboratory review of samples, it is our opuuon that the
following allowable inf'iltration rates should be utilized for the system design.
Depth InfiItration Rate
. ~
~ 2' - 5' 35 min/in
5' - 8' 3 min/in
11.0 PAVEMENT RECO'ViMENDATIONS
It is our understanding that the site will have two types of pavement secuons. The drive-thru
tane and dumpster storage areas aare to be co-tered with ngid (concrete) pavement, and the
remaining iraffic lanes and parking areas are to be surfaced with a flexible, asphalt concrete
, pavement (ACP). These pavements are to provide a minimum service life of 20 years.
~ Foodmaker, Inc. has provided traffie volume estunates of 10001ight vehicles per day and five,
18,000 pound, single axle laads from beavy trucks per day in the traffic lanes. Estimated
traff c volume for the parking staUs is SQ light vehicles per day. These figures were used for
pavement thickness design on this project. Traffic lane loading will control the thickness
recommendations for the pavement secuon. The estimated traffic lane volume is approximately
equal to an equivalent 18 kip axle loading (EAL) of 100,000 over the 20-year design life cycle.
Qur pavement design recommendations are based on tius EAL value, and a dense, nonyielding
subgrade recompacted as described in this section.
Subgrade preparation should consist of grading the flexible pavement areas to at least 7 inches
below the top of the finished surface eievation. Rigid pavement areas should be graded at least
9 inehes below finish surface elevation. Any large cobbies or boulders, which may cause point
loading, should be removed from the surface. The subgrade surfaces should be slightly crowned
to drain to the edges of the paved areas. Next, the surface of the exposed soils should be
recompacted to a dense, nonyielding condition with a minunum of 4 passes with a 20 ton or
greater vibratory roller. After recompaction, the subgrade should be proofroiled with a fully
loaded, tandem axle, dump truck to identify any loose or "pumping" areas. If such areas are
observed, they should be overexcavated and backfilled with compacted, free-draining, granular
matenal.
k
~
8
.
11. 1 Flexible Pavement Desiarn
Upon completion of the subgradc preparation as dcscribed above, tbe leveling course ana surface
pavernent may be placed The recommended flexxble pavement seciion for this site as as
fallows:
3 inches - Washington State Class "B" Asphalt Concrete Fawement
4 inches - Camgacted, 51$ t.nch minus crushed surfacmg levelmg course
The Ieveling course material should be eampaCted to a mEinimum of 95 per+cent Qf the Zaboratory
Proctvr maximum den,sity as defmed by ASTM D 1557.
11.2 Raeid Favement De~ip-n
Upan completton of the subgrade preparatiQn a.s describeci above, the recommended rigid
gavement section for the drive-thru la.ne and dumpster stomge ares would be as Fvuows.
5 inches - Portland Cement C+ancrete (PCC)
4 itches - Compactedf 518 inch minus crushed levehng cowrse 95 percent
1 compactian as defined by ASTM:D 1557}
AR concrete should have a mu~,isn~m af f sacks af ceanent ger cubic yard and a m'u~i~num 28-&- y
compressive strength of 4000 pounds per square inch (psi). The conenete should be praperty
cured a mynirnum af ? days imnediately after placeinerrt. W'e further recarnmenci that all
concrete contain 5 percent entraine.d atr for freeze-thaw protection, aad be placed at a maximum
2 5 inch slump The wear surface should be textured with a cvarse metal br'oam or rake fimish
ta provide skid resistance
To allow for an orderly arrangement of the cracking that c.+onerete rahuraRy undergoes during
curing, we recommend placement of contrac.tioa joints. The depth of #he joints should be sawed
into the harctened cancrete, forrned by plastxc strips, vr taoled inta the concrete dursng
placement. ContraCtioq joints should be pZaCed at a maXimum of 20 fo0t intertrals. If rigid
pavement is to le used for covering broad expanses, contraction jaints should be ptaced on a 24-
foot grid pattern.
Expansion ja;n#a should be instatied at 60-foat mtervals along the drive-thru laae. T'bese joints
wlll also function as contsactivn jaints. The expansion jotnts should be 3l4-itch wide. .AU
expansiom and contraction jaints should be fdIed with suitabie filler materiai
Laad transfer dowels should be installed perpendicular tn alI pavement conUacfian and expaasion
josnts fihese dowels should be 314-mch dianeter (#6), srnovth bm* 18 mches in Iength, thus
.
,
9
~ allowing 9inches of penetration on each side of the joint Load transfer dowels should be
spaced 12 inches ou-center and be set 3 inches below the conccete surface Suitable wire mesh
reinforcement, properly placed in the upper 1/3 of the slab, should also be provided for all
concrete pavement
12.0 SEISMIC DESIGN CONSIDERATIONS
The site is located in an area that is designated in UBC as seismic aone 2. In addition, the
potential for liquefacaon is considered negligible due to the granular nature of the sediments and
lack of an adverse ground water table. As such, the structure should be designed to UBC
standuds for the area
13.4 PROJECT DESIGN AND CONSTRUCTiON MOrTITORING
We recommend that Associated Earth Sciences, Inc. perform a geotechnical review of the plans
pnor to final design completion. In this way, our earthwork and foundation recommendations
may be properly interpreted and implemented in the desiga.
We are also available to provide geotechnical engineering and monitoring serviczs during
construction. The integriry of the foundahoa depends on proper site preparatson and construction
~ procedures Ir addihon, engineering decisions may have to be made in the field in the event that
'vaziations in subsurface conditions become apparent.
We bave enjoyed working with vou on ttus study and are confident that these recommendatioas
will aid in the successfui completion of yvur praject. If you should have any questions, or
require further assistance, please do not hesitate to call
Sincerely,
ASSOCIATED EARTH SCIENCES, LNC. ~Gf- g L j,
~ ~pF WAsy~H1'O
~ z
7f ts
George H ennett, C.P G
Staff Geologist
-
SfOh','i11.~G`
ExPiAES
Gary A wers, P G. Bruce L Btyton, P.E.
Principal Senior Project Engineer
, GHB/ld G95060A 1 WP 411195 Id
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LEGEND
0 40 80 Ep_ 10 ppproximate bcetton oi exploraqon plt
SCALE IN FEET SSTE AIVD EXPLORATION PLAtV
~ e
AS~OCIA'T'E~ MM JACK ,I~Y THE BOX #8~491
4 EARTH
VERADALE, WASHIiVGTON SC:IENCESs IAIC
G95060A 3/95 " ' FIGURE 1
EXPLORATION PIT
LOG
0 Number EP-1
6" TopsoiUsod
~ Loose to medium dense, moist, mixed yellow-brown and dark brown, pebbly, sdly GRAVEL, trace boulders, ,
-with roots, organics (Fdl)
5_ loose, moist, yellow-btown, silty, pebbly GRAVEL, some boulders (to 20"), tiny roots, iess sift with depth
_ 80H @ 8'
10 _ Note No seepage, cavmg 1-1/2' to 8' Tertninated due to caving
15
0 NumbEr EP-2
fi" Sodltopsod ~ Loose, moist, mixed dark brown and yellaw brown, siity, pebbty GRAVEL with some cobbles and boulders, ~
rcots, orqanics (Fill) Oid topsal at 1-1l2' ~
5 .1-oose, mast, yellow-brown, silty, cobbty GRAVEL, some boulders (to 20"'), less silt with depth
BOH @ 8'
10 Note• No seepage, cavmg 1-1/2' to W. Tenninated due to caving
15 _
Subsurface aondctfans depkted represeM our nbsevalfan at the ttme and locaticn of Ihw expforatory hcle. rnoCW by geotapic
interpnetetlon. engineenng anatym, artd judgmenL They are nat aecessarily represenlaWe of olher thnes and tocetian We witl not
accept responsilnlity far tle usa or knterpretation by athets ai infermalton presented cn t!►e lag.
Reviewed ey
~
Associated Earth Sciences, lnc. Jack In The Box #$491
911 Fifth Avenue, Suite 100 Veradale, Washington
Kirkland, Washington 98033 P1'O'ect No. G95060A
Phone: 206-827-7701 ~
Fax: 206-827-5424 M a rch 1995
EXPLORATION
PIT LOG
0 Number EP-3
" 12" Loose, rwet, dark brovinn, gravelty TOPSOIL. _
_ Loose, maist, yeilow-brown, silty, cobbiy GRAVEL, tiny roots
5
_ BOH aQ 5'
Note• No seepage, some cav:ng
10 _
15 ~
~ Number EP-4
_ 12" Loose, wet dark brown, graveNy TOPSOIL ,
_ Loose, rnoist, yellow-brown, siity, cobbiy GRAVEL with sorne boulders (to 2011)
5
_ 80H@ 5'
Note: No seepage, no cavinA
10
15 _
Subsurface candatons deplcted represent our observation at !he Nma and focatbn ot lhis expforatory hote modiRed by geofogic
tnterpretation, engineerfng anarysis. artd judgment They are not recessarth/ represerttatHa of other tfites artd toceVon We will not
accapt responsibiitry fcr the use or iMerpmWm+ by others ct iniormation presefited on this Io,g.
Reviewed 8y
~
Associated Earih Sciences, lnc. Jack In The Box #8491
911 Fifth Avenue, suite 100 Veradale, Washington
Kirkland, Washington 98033 PrO~eCt ~IO. G95060A
Phone: 206-827 7701 ~
Fax: 206-827-5424 nllarch 1995
EXPLORATION PIT LOG
o Number EP-5
4" Topsoll/sod
- Loose, moist, dark brown, organic nch, sdty, pebbly GRAVEL. (Fill) ,
r ~
_ Laosa, moist, yeliow-brown, siity, cobbly GRAVEL, some bouldes►s (to 20")
5
_ BOH @ 5'
Note No seepage; no cavmg
10
15 _
1
Number
v
T f
5
10
15
Subsurfece condltions depfated represent acr abservaltan at IRs time atid locatton ol ►his exptotatory hols. modified !sy geatngic
irnerpretetron. engueeertng anafysh. and Wdgrteent Tney are not necessarity representative d otm Unts and {ocatiflm We wEfl nci
accept responsibility for the uss ar int+etpretattcn hy otRers of iriama8cn presented on :his tog.
Revtewed By
~
M
Associated Earth Sciences, Inc. Jack In The Box ##849
911 Fifth Avenue, suite 100 Veradale, Washington
Kirkland, Washington 98033 Project No. G95460A
Phone: 206-827-7701 Mar~h 1995
Fax: 206-827-5424
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-1 A ten-year des ign frequency sha11 s is the average sl ope of the pri n-
~ be used far orr-site runoff except as cipat channel in feet per fooC.
noted in Section 4-4.2 "Storage facil i- Ct _.40 for natural drainage ba-
ties." A fi fty-year design frequency sins
~ sha1T be used where off-site runoff Ct =.15 for overland flow
contributes to a drairtage facil ity.
F 7 gure 3 on pa ge 6-5 ts d nomog ra ph
~ 3-2 Ratiortaj Formula - Runoff rates for for this equatZOn
basins 10 acres or less sha11 be deter-
mined by the rational formula: The time of cortcentratian should be ca]-- .
cuT ated for eaeh si gni fi cant7y different
. Q= C I A slape. Travel tame for flo►, in pipes,
dttches and gutters should be ccriiputed
, Q= Runoff in cfs as a furtction of the vel oc i ty as defr ned
C= Runoff coefficient by Manninqs formula.
I = Rainfall intensity in inches
per hour 3-2.1 EXAMPLE :
A= Contr1 buti ng area t n acres
- Ca1 cul ate the peak rate of runoff fqr a
The runoff coefficients (C) should be plat with a density of 2.6 DUI'GA (Dwel-
based on Table 1, page 6-2. The rain- ling units per gross acre). The drairr-
. fa1 T i ntensi ty (I) wi11 be based on the age area being considered Ts shcwn bel ovr
Rainfal1 Intensity-fluration Curues, pre- and campr7ses lats I throcgh 12. a]C-
f7ared by the U. S. Weather Bureau for the year frequency storr,i nust :e 6sEc..
rea (5ee Fi gure 2, page 6-3). An ex-
_eptian to this xs far areas in the
~ v i cin i ty of Mt. Spokane where const der-
t ably higher rates o#' precipitatton are
experienced. Data for this area sha?t
be submitted for review.
t
' The time of concentration for rai nfai i to 11 8 7
shall be computed for a11 overl and tl aw, . Y Y
ditches ! channel s, gutters, cul verts and
pipe systems. When usi ng the rational ~
f ormul a, t he t ime of c4ncentrat i on far 3 4 S ~
averland flow may be cvmputed by the rt ~
fo rmu la . ~
°~.IWLEr -r
Tc = Ct /Ln .6 _
~Si,2 Fiyure 3-1
Where Tc is the time of concentra- Lawn: Street-
t ion in minutes. S=. 07 S=. e25
Lis the 1 ength of the princz pal n =.4 n=. 016
channel in feet,
n is the friction factar of the The area of drainage area ;~1 is
ground surfate (see Figure 3, aa,; e ,
6-5). 360x 570' X 1 acre =5.5 atres
43560 sf
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