1ST E 9411 MARCO BARBANTI RETAIL SPEC BLDG
C~ DATE FINALED 1 ST E 9411
$Y ENGINEER'S REVIEW SHEET
MYLARII
CANCELED
BLDG. PERMIT # B95117 _95
Related File # (ZE-16-59)
Date to Review 7/31 /95 Time 11:00 Review Type
Date Received 7/20/95
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Project Name MARCO BARBANTI RETAIL SPEC BLDG BLDG SQ FT
Range - Township - Section
45202.0320
SITE ADDRESS 1 ST E 9411 / W FARR/E WILLOW PARCEL
Applicant's Name MARCO BARBANTI Phone # 993-0248
Address 2027 W CARLISLE Phone 2#
SPOKANE WA 99205
FLOQD ZONE NO
Agreement to pay fees: Owner's/address/phone MARCO BARBANTI
2027 W CARLISLE
SPOKANE WA 00205
993-0248
Building Contact Person: Jeff Forry Ext 103 / Phone # 4Sfi-367~
Date Submitted Description Initials ~
/_JWGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & OCCOUNTING
NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED
_tZ?> / 25 /c2L5-DESIGN DEVIATION SUBMITTED/DATE COMPLETED -MAILED IP• • / BOND AMOUNT RECIEVED $
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
STAMPED MYLARS TO PBRMIT TECHNICAN (SYL/SUZANNE)
APPROACH PERMIT # ROAD/S WIDTH/S
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PRDJEC'' NUMBER- 95005405 C APPLICATION f DAT C 08/22 f95 PAGE= 01
THIS IS N'DT A PERMIT
P~NALTIES TnTILL BE ASSESSED F'OR COM:NIEhTCINC WORK WITFiC)UT A PERMIT
-----,----_...---------------R--------__________---_.---------------------------
SITE STREET= 9411 E 1ST AVF PPiRCEL#- 45202. 0320
A1]DRE55= 5PC7KANE TnTA 99206
~
PE1~MIT USET ET~i2L
PJJAJ.ff VQ10..74 Pl.FLYl Ntkl'JE- OPC s llt. 1-354
B131f4.Ky 239 ' LO3- 11 LJOI`IE-" B-J LIt7T4= E
' rii1Eri= L11JV0UVLJLI . F/rS- F YY1LiH- DEPlH`! R/ri= 6V
0 OF $LDCS= 3 DWELLINGS= WATER DIST =MC3DERN
r L1YMNEL1= DARf7AN.tI, LJ17I'il.O PHONE= 5V9 993 0248
STREET= 2027 W CAF.LISLE AVE `
ADDRE55= SPDKANE WA 99205
q q~ ~ .a
c~NTAcT NAME= MARco BxRaANTI PHONE rruMaER= 509 993 0248
BUILDING SETBACKS ; FRON'T= 66 LEFT= 38 R3GHT= 10 REAR= 5 Q+
REVIEG+T INF0P14k7`ION
DEPARTNIENT REV'IEW REQUIREMENT
BUILDINC REVIEW CDORDI1wIATOR - J LARSON ,
CC3MMENTS :
BLJILDING PLAN REVIEW REQUIRED
, .~OMMENTS: , BCTILDING ZONING/SI'`E REVIEW 7- 9 -
~ /COMENTS; Y14 1-0 I4+d c4 A,~~xx~ r~
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ENGINEER APPROACH1'FLODD PLAIN/DRAIIgTAGE . '
COMMENTS : ~ . - . . . . -
. - . ; . '
ENGIN'EER DRAINAGE PLALw1 REQ 'D
C41"MENTS : 2-a • pzr
HEALTHDI ST NEW OR A.DDf T I4NAL WASTE WATER
AFFROVAL; DN SEWER PER PAC DATE; 08I22/95
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.
UTILITTE5 Wf I,N PRIORITY SEWER AREA jL)~<. -Lo
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REP'ORT (3F 7131l95 PRE-APFi,ICA'f'IDN CONFE[tENCE
9411 E. lst Avenue - Spec Retail
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~4~C"k~TEC'•T,~~` hu~rlA~i STAT'F, ENYIRQNMFNTAL PDI.ICY AC'T (SEPA)
'1`he proposal ►vas re►+iewed lsy the Divisian oF Buiiditxgr, far compliance with the Sta[e EnvironmenW Folicy Act. A tltreshold determinstion
is no# required b8sed on WAC 197-11-$W(1)(C)-
PRDJECT OVERVIEW
APplic-ant praposes to canstrucC a l-atory reail faciliky. This structure has apprnximaWy 2F52A sq ft end is designed fnr orte tcnant on1y.
SUMMAHY OF PR{}POSEi)
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D1SCUS5IDN TOPICS
{eloriftcatians, addiRiehs, and carreatians ea wrilt■n cammsnql
DIYISIQN OF BiJILDiNGS ZONiNG REYIEW (456-3675) CUNTACT: T011+i DAVIS
* Writ[en comments were grepered 8e g copY given to the apglicsnC.
* Suhmi[ approved eopy of CeftificaW of F.xemptioa.
ENGINEERING Sc ROADS (456-3600) LONTACT: DQUG BC7SKO
* Written comments were prepared & a cvgY given to the applicant.
*Subrnit rnad and dr$inage plans for lsi Avenue. Also, aPPlJr for a design dcviexian #`ar 6dewallc.
HEALTH DIS'I'RICT (324-1560) CONTACT: 1lARYL WAY
* Connoct ta puhlic scwer gLrtd vvaCer,
* Cantact 1ocaJ refuse company regerding lacation of durnpster, to alknw turnaround far the-ir vehicles.
* A11 construction debris must be i,aken to a licensed dispoW facili[y, nc, on-site burning ar burial will be authorized.
* Subrnit CritiraJ Materials Listang attes a tenant has been chosen,
* The Health District is ready tn reiease their pt3rtion af the building permit.
FIRE DISTRLCT NU, 1 (92$-2462) CUI11TA(:'l': PALlL CHASE
* Fire I]istrict No. i was nnt re.presented ax this ineeting, cornments werc given per phonc.
# ICtiox Bqx is requircd for tktis site.
DIVISIf?N OF 8[JILDIIVGS YLAIV REVIEW {456r367S} CONTACT: JUN 11FIASCARDO
* Vlfrit#en camm"ts werc prepared a capy Siven to the applicanC.
* For inforrnatian on the Arnericarts wO Disabtlicies Act, call i-8M435-7232.
*Effective 411f94 all commercial projects shall detnonstrs[e compliancc with the Nnn-Rcsideniial Fatergy Cade.
* 3ubmik detail& of avart acocssible parking aa]1,
~ Verify rauie of Ctavel to the public way.
* CriCical Materia]s List is re.quieed after a tenant is choscn.
* Resttootn tnusi compl]+ wikh accersibili[y reyuiremenis.
sEE REVErME FoR PEfWir 1IEtEA5E AEat1IREME►vrs
.
PERMI'T' RELEASE REQUIRE14'IENTS
Pleuse submil seven (7) sers o, f revised site, drarnrtge, and kmalscapc pkm pdres two f1) cvmplcre sers of constrrect[vn drawtnga zo
lhC DCfIe7T7A1flt1 of BilFldil4gSfOt` GICknPw~geme1it aled dfBlllblJtFOJi !tl A~l the Rf]pT'~pr7A1e aBCIICi[S. In order fo€ a!! ageyctes
to expeclitinu.rJy proaess your pmject, `ii is imporraru rhar subrnitlak irerlude nll r,ecessary drawings md documerus to i,Lsure
1hQ! TL'V1C}1R ¢f ypRJFpn4jeCt i$ COf!lplCt2d fli MF le1LSt alJ7owo OJI7FRC. Docunnerus shaafd incltrdr: buflding caddress and fegul
dtSCl7pfiOA Ofpl'opCPIy.
Spakane Caun#y's Project Rewiew Coordinator wili be John Laraon a# the aiw. of Buildings {456-36751,
ITANIN{3 FlrlidlNFIRS FiF1kL'E'H Bl7[1MINdS
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1` [c.I[b111g AroURd idR&C8p111g ~ x
2 Exterior I i gn!ingldirecCian ofillurnina[ic►n ~ ]C
3 ~f..sndscapin~nfparking lot ~ x
4 15 feet Type III landscaping a9ong lst ~ X
5 FLAndscaping (lmalion, apeciea, eize) ~ X
6 I Fael[i[SS 818Ll8 (rillittb8[, elrieLng, dirnensian, directional ar•rows) ~ X
7 1 Setbacks p x
$ ISignage (lvcstion, heigher &squam fnota?e) ~ X
9 ~Drsinagelslope of Ioadiq docic endlar mofs ~ -4 X
10 ~DrainaRe p]an (swales, drywells, calculations) x
11 ~Ufivcwaya & al1 road approachea x
12 ~Rnad plans x
13 ~Handica arki stalls & aecesswa s(ia#o & within bld } x
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14 ICertifiaate of ExcRSption ~ x I
15 1 [mgation system plans - ~ x
16 INucsery estimste ~ X
lT IAF!rccment to pay feea & m`nimum MQuirements list I I x
I$ I Approach perrnit for ac cess lo caunty road s N ~ x
~ 19 ]Road plars M ~ x
20 ICritica] I4fiateriale !is# x x
21 1 Lock {Knox} bax entry evsem form x ~
22 I5pccial InsPeetion forrtss x
2.3 5 eciat NREC Plan RevievrerllWecuor
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24 1 F1s-buill details of existiq structures#6uildings x
25 lBarrier-Free Requirernents (V1fAC 51-20.) x
26 ~ Energy detaissfcelculations x
27 ~Heating, ventilation & sir corLdiciorung drawings X
28 IPlurt36ing dclaila x
29 ISteuCturBt' dr8wina8 w' Net stat77p9,.& cakUl&11om x .
Signaturo of ~nator Signaturs of Plan Reviewer
Praject No:
r ~
r REQUEST FOR DESIGN DEVIATION
$30.00
DATE
ROAD NAME First Avenue CRP/RID #
NAME OF PLAT , Plat #
ADDRESS OF BLDG 9411 East First Avenue
NAME OF BLDG PROJECT Marco Building BLDG# B9 5117 S T R
FEDERAI.ISTATE PROJECT # PROJECT LIMITS
EXISTING CONDITIONS: PROPOSED IMPROVEMENTS:
ROAD WIDTH 11 Feet (1/2 Width) 21.5 Feet (1/2 Width)
ROAD SURFACE ACP 2" ACP 7" CSBC
AVG. DAILY TRAFFIC 200
Current Traffic Count Design Year Traffic Couot
PROJECT DESCItIFTION Street wideninct for retail buildina.
PROPOSED DESIGN DEVIATION Delete sidewalk and allow cross slope to be maxirrnim of 5 .0°
and minimwn of 1. 0 0.
JUSTIFICATTON:
Sidewalk was; nnt rerniirec3 on r snainder of_str-pt_ C'ms;.-, for widpnina
mist be allowed th is ranap in nrr3er fin c r,ut- t-vr s1 Qrap nf 0_ 596 mi n i rrn ~m _
` Exiatina i2avement ha-a x remely 1 at c~_ f Varies fran O % n,1-
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SUBMITTED BYM^narir~ F4ranc -T~~_ DATE ,~rnci- 7Z ^ 1~4Q,~
ADDRESS 110 West Cataldo, Snokane, WA ZIP CODE 99201
PHONE # ( 509) 327-8697 .
ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COU~iTY
1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509)456-3600 rAX (509)324-3478
-REQUEST WILL NOT BE REVIEWED WITHOUT FUNDS-
CASH/CHECK~4~ RECEIVED BY - ' DATE
k1pUAdesip.dev 8/93
. I
. . ? .
„
DESIGN DEVIATION ~
STAFF RECOMMENDATIONS .
Approved Approved w/conditions Not Approved 9 ~
G~~P.~..'.~.. ,
c~
Project Manager Date
~
Appr ed Approved w/conditions No proved
)
~ ,
Planning & Traffic Engweer Date
~ tv w
~
Appro d Approved wiconditions Not Approved
Project Manage nt Eng' eer Date
Approved Approved w/conditions Not Approved
) ( ) - 7~S
c c
Operations Engineer Date
SPOKANE COUNTY ENGINEER'S
DETERMINATION:
Approved w/no conditions Approved as recommended above Not Approved
Spokane County Engineer Date
~
1
f I
S v O K A T-'-7 E C O U N T Y
DIVISION OF EIVGITfEfiRING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E„ Director
August 25, 1995
To: Bill Hemmings, P.E.
From: Doug Busko, E.I.T.
Subject: Design Deviation for 9411 E. 1 st Avenue, B95117
The applicant requests a deviation to construct additional width of pavement at cross-
slopes ranging from 0.94% to 5.06%. All longitudinal grades will be greater than 0.5%.
I recommend approval of the deviation, with no conditions placed on it.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
. . . , . • . . : • ~ . . r
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DAVID EVANS AND ASSOCIATES, INC. 2947
WEST 110 CATALDO
SPOKANE, WA 99241
19-2811250
19~
~ PAY TO THE
~ ORDER OF
~ r~~--
DOLLARS
° FIfStu Flrs1 Interslate 8ank
of Weshington, NA.
~ lnterstate Spokane Maln Brench 101
Bank West 524 Riveraide ~
Spokane, WA 99201
FOR
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112002947111 1: 125000 2861:1i'30 2 0911412,11
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. ~ RECEI PT Date 19 ci 21-1
Received From
A &; e s s `
Dollars $
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ACC NT
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AMT. OF . ~ .
ACCOUNT ~ CASH j
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5pc,kane Countv Enqineers Froject: MADCO BUILDINE
W. 1020' BKOAGWAY Jot Nc=.: QSPK0053
Spokane, WR 49201 Disc.No.:
Fi i e Name: OSFa;0053
TYPICf;'_ SEC3i0rt DnTR =2-Nuq-3:
=oadaay hal fwidt~~ ENiEF;--> 21.5 02:32 PM
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"fNTEk X St Ou= EDGE [►.SI. : SLOPc c-DGE HSi FFt1N i-4.5;'. (-2x it, 6upter
LINE CEPi?EF:- PAVEliEhT C/L TO C1L TO Pt;VEMEhT ED6E PUM3. froR, E!P + FRDM E/F f SELEI'-T- De5ign Top C:urb
S?Ai ?OP: :IEVAT?ON LINEE EL'4'6; ION C'P
EUliL F'AVE n ciLOFE TO CIlRB 4UF;B NGT) l":URE HGT? ED El.Et' iv: GRA[1L X Grade
804. 70 19 82. 55 ? 983.14 111.00 -1.0.00 10.50 1983. 7' 1983.95 1984.24 1.23
; i~ ~~~y. L•~ -0, ity 1983.70 t~.00 ol, -0. I 1 IU.Sfj :9P3.6E 1983. yl 19EIJ, ie :9 -0. 3(►
907. li► 190" S;. v. ~ 95~. 7~'J :1. (lU :C 10.50 13°~. 68 983. q ] 1983. ba -:.ti6 -0, 4~~s
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Orrj{%~AL PUBLIC DOCUMENT
S~OKANE COuNi Y ENGINEER'S OFFlCE
N q w F G
PR4JECT # A. ~
SUBMITTqI #
PETUR Tp ~
UNTY ENGWEER 81-a3/gs
. o28290 e%
~ON/~.L
EXPIRES
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LOCAL ACCESS PAVEMENT STRUCTURES
~/UT A Tr~~ ui Xz \l~`" t.oW C,
Z:x--) ,4 Cr
F
~ AVERAGE DA1LY TRAFFIC
SOIL TYPE 0- 200 200-000 600 +
GW 201/6" ' 240/6" 21116"
GP 211/601 277" 210T11
GM 2"/6@l 2#1R1' 21118"
. G C 241T41 211/8" 3,1/6,1
S W 2116„ 2„/7„ 2,1/71'
S P 218/E10 2„/7.. 214/$01
i 1
~^A 3 SM :/2,►~., 2„/8.. 3.,/6„
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SC Pavement Design
ML 31116" 31118" 40$116"
CL Pavement Design
;
0 L 41771' 61/7., 511/801
MH Pavement Design
OH j Pavement Design
,
PT Pavement Desigr;
1) Soil type is cfassiT~ed by the Unified Soil Classification System.
2) Required thickness is given as inches of asphait concrete pavement over
inches of ; rushed suRacinc.
SPOKANE COUNTY ALTERNATE PAVEMENT DESIGN
(INTERIM) . '
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Page 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Barbanti Retail Bldg. Date: 7/31/95
Address: 9411 E. lst Ref No. B95117
Parcel No: 45202.0320 Review 1
The County Engineering Department has completed a review of
the above refeYenced project. The following items must be
addressed.
1. Provide calculations for Swale A, located north of the
building.
2. Approaches must be located at least 7.5' from the interior
property line.
3. Provide a copy of the landscape plan.
4. Submit road and drainage plans for lst Avenue.
5. Reference County Standard Drawing B-1 for the drywells, or
provide a detail of a drywell.
6. Show a cross-section of a typical swale.
7. All plans submitted to this department are required to have a
professional engineer's stamp or registered architects stamp
by state law. Architect stamp must include a signature and
date.
8. R/W on lst Avenue is 60' according to the Engineer's map.
9. Check west property line dimension.
Post-it° Fax Note 7671 Date . I ( 9~pages' 1
l/
To From~c.4- L~,
CoJDept. Co.
67(Z>.
Phone # Phone #
Fax g" y O 1 ZO I Fax.,,~~ ~
~r~~-
Page 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Barbanti Retail Bldg. Date: 7/31/95
Address: 9411 E. lst Ref No. B95117
Parcel No: 45202.0320 Review 1
The County Engineering Department has completed a review of
the above referenced project. The following items must be
addressed.
1. Provide calculations for Swale A, located north of the
building.
2. Approaches must be located at least 7.5' from the interior
property line.
3. Provide a copy of the landscape plan.
4. Submit road,and drainage plans for lst Avenue.
5. Reference County Standard Drawing B-1 for the drywells, or
provide a detail of a drywell.
6. Show a cross-section of a typical swale.
7. All plans submitted to this department are required to have a
professional engineer's stamp or registered architects stamp
by state law. Architect stamp must include a signature and
date.
8. R/W on lst Avenue is 60' according to the Engineer's map.
9. Check west property line dimension.
Page 1
OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
Project: Barbanti Retail Bldg. Date: 7/31/95
Address: 9411 E. lst Ref No. B95117
Parcel No: 45202.0320 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new impervious surface area a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE 16-59
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. lst Ave. Local Access Standard
All required construction (sidewalk/curbing/pavement) within
` , .
, Page 2
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. lst Ave.
D) Insufficient information was submitted with the proposal.
We are unable to pror_eed 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 anproved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
,
T •
Page 3
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conForm to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Doug Busko, 456-3600.
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" Bond No. 13 0 9 0 5 5
RoaDwAY UvapROVEMINT BQZM
KNUw ALL BY IIEESB PRESFNTS► thsc MARCO BARBANTI ,
(developer), as "principai,' and AMWEST SURETY T.NSUIW('E CDMPANY .
(bonding oomQany). a cot'poration orgaohed aad exasting tsnder the laws of the State of ,
and autborized to transact a surety business in the State of Wasbimgtoa, as "Surery," arc beld and firoaIq
bound unto Spokane Gouncy, a political subdivisioa oE the State of WxsbanSton, as "Obligee," in the peaal
sum of
FIVE THOUSAND ONE HUNDRED AND N01100 1)0Uar3($ 5,100.00
lawful moaey of the Vaited State of Amecican, for the payment oE whieb the Principai and Surery bind
thernsetves, their heirs, r.xecutors, administYators, successors and assigns, jointly and seyemlty, fitmly by tbese
pr=nts. . .
vyHEREAS, said Frincipal is the developer of a traci of land in Spokane Counry known as
s ~ ~t-
~ .~'~e . ~ t ~ - I
and being located 'ua Section 2o , Townsbip .25- North, Range A6r E.W.M., va Spokane
County, Washington, and said Counry has cequlred that a boad bo fvrntsbed in aa amount sufftcient to pay
the coustruction oost of lnstallixig to the approved grades, eurbs, sidea►alks, draimage coatroi andlor pavuag
of roadways adjacenc to said development, and such other work as in incidsncal and necessary tberoto, all in
accordadee with Spokane Counry Road Ueparcment sQeeificatioas, and to the satisfaction oE the SQokane
Couaty EagiWer.r; sucb improvements to be completed two (2)'years or less time unless said time period be
axtended at the optioa of the Spolcane County Eqgineer.
Upon faalure of Pritlcipal to comply with the requirements stated berein witWn the time authorized,
and upon delivery of writteu notice thereof by ObUgee to Suxery, the Surety shall make satisfact}on to Oblagee
to thc cxt.ent oE this Bofld.
T'be obUgation of this Boad shall bo kept in full force and etftct until, iw the opiuaion of the Obliigee,
the raguiremants heroin staced have been satisfied., in which e'vent written celease will be evcn by the Obtigee,
the Obligee having sole right to grant such releasa. Suxery hezeby waives all rights to release from the
obllgec(on excepc as bcrefn sraced.
.
SIGNED AND SEALED tWs 11 day of SEPTEMBER , 19 95
MARCO BARBANTI ,
FdACipal 6;0,st
BY:
AMWEST SURETY INSURANCE COMPANQ
. Surety
~x: . .
CARLA HOLT ATTORNEY IN FACT ('A;tle)
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~ i EXPIRATTON DATE
6-27-9 e V POWER NUIvIDER 0000493821
.
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RF.AD CAREFULLY
This document is printed on white paper containing the artificial watermarked logo ( 6~' ) of Amwest Swety Insurance Company (the "Company~
' on the &ont
and brown security paper on the back Only unaltcred originals of the POA arc valid. This POA may not be used in conjunction w•ith any other POA No
; ^i i representations or wacranties regarding lhis POA may be made by any person. 'Ihis POA is governed by the laws of the State of California and is only valid until
z'js;'t_,= i the exPiration date.
F:NOW ALL BY'TI-ESE PRESENT, that Amwest Surety Insurunce Company, a Califomia corporation (the "Company'), does hereby make,
Ii constitute and appoint: . ~
? JOANNE TONAiNI CARLA HOLT
' 3: ' RHONAA NELSON
i i i~
f' W. W. WELLER u"'
LOIS S'TEWART :c Ecii:
I.
s$~ ;ili GEORGE C. SCHROEDER , »
LINDA TICHEY
' i~?iiii~
.f AS EMPLOYEES OF SEDGWICK JAMES OF WA., INC.
~
~g its true and lawful Attorney-in-fact, with limited power and aathority for and on behalf of the Compan sure execu d affix the scal of the company
t thereto if a seal is requircd on bonds, undMakings, recognizances, reinsurance agreement for a Mil Act o er ond or other written obli ations in =::z.=..."
the nature thereof as follow: g
~ License & Perniit Bonds u p to S"25,000.00
Bid Bonds up to $""1,000,000.00
Contrnct (Performance & Pnyment), Court, Subdlvision $**5,000,000.00 ;
Miscellnneous Bonds up to $**""100,000.00
z 3°
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3=;a:• = and to bind the company thereby. This appointment is made under and by o e By- f Com , hich nrc now in full force and effect.
= I, the undersigned secrctary of Amwest Surety Insurance Company, a lifomia rporati REBY~ Y that this Power of Attomey rcmains in full
forct and effect and has not been revoked and furthermore, that the o'ons of the rd of recto forth on this Powet of Attorney, and that the relevant
~I' -H {a provisions of the By-Laws of the Company, are now in full fore n ~
S"tti~ ~
1309055 ~
4~4 95
Bond No. Signcd dt scalcd this,l l y of
Karen G. Cohen, Seeretary
. s..•
" ~'t•' ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S UfION ~ + BO F DIRECTORS
This POA is signcd and sealed by facsimile un by e auth of follo olutions adopted by the I3oard of Directors of Amwest Surety In4urance
I t! 'H ; Company at a meeting duly held on Decem 15, 19 • '
RESOLVED, that the Presidcnt or ice Presiden a' ction w'th th Secretary or any Assistant Secretary, may appoint attomeys-in-fact or agents with
authority as defined or limited in the ' idenci the a pointmen in 1ch case, for and on behalf of the Company, to execute and deliver and affuc the sea!
of the Company to bonds, undertaE:i , re gnizances, n hip ob~t}ons of all kinds; and said oHicets may remove any such attomeyin-fact or agent and '•?~c"~~~~
i! I I2: # revoke any POA prcviously gran perso
.Fi:~ :f
~
~i •i RESOLVED FIJRTHE bond, g, reco c, or suretyship obligation shall be valid and bind upon the Company:
=s }t (i) when signed by the Pres t or any 'c ent an tte ed and sealed (if a scal be required) by any Secretary or Assistant Secretary; or
'r:i..ii::ii
(ii) when signcd by the Presi cnt or ice esident r c tary or Assistant Secretary, and countersigned and scaled (if a seal be required) by a duly
..~.....2:
R authorized attorney-in-fact or ; o (iii) when duly executed and sea I be re u by one or more attomeys-in-fact or agents pucsuant to and within the limits of the auihority evidenced I;2;;;;;
by the power of attomc 'ssue the Compan such person or persons.
1.~ ?s?i:=
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I RESOLVED FLTRTHER, tha ' ature of anY suthorized officer and the seal of the ComPanY maY be affixed bY facsimilc to anY POA or certification
thereof nuthorizing the execution an delivery of any bond, undeitaking, recognizance, or other suretyship obligations of the Company; and such signature and seal
when so uscd s h a ll have the same force and e ffect as though manually affixed. "•~~~j~~~
hN WTI'I`BSS WHEREOF, Amwest Surety Insurance Company has caused these presents to be signed by its propcr officers, and its corporate seal to bc hereunto
i:~' aflixed this lst day ofJanuary, 1993. , , .
pa"
John E. Savage, Presedent / ICarcn G. Cohcn, Secretary
State of California
County of Los Angeles
On January 1, 1993 before me, Peggy B. Lofton Notary Public, personally appcared John E. Savage And Karen G. Cohen, personally I;.nown to me (or proved to
me on the basis of satisfactory evidence) to be the peison(s) wttosc name(s) is/are subscribed to the within instniment and acl:nowledged to me all that hc/she/they
s1£: executed the same in hiAcr/their authorized capacity(ies), and that by hiAer/theu signature(s) on the insttument the pecson(s), or the entity upon behalf of wfiich the person(s) acted, cxecuted the instrumenL
~~~~u~~~~i~►ri~, w1TNESS hand and official seal. OFFICIAL $EAL
PEG6Y B. LOFTON ~
1A1~ ~NSURqyi~~~~' , - Notary PubilC-CGIifORtiC '
' L03 MJ60.ES COUNTY
O~.PG~.Q,q'•. C';(<,.~ Sigr►ature ~ • (Seal) • ~ ::;i::
~ ~ • V ~.Y ~c~`~';n = e rfi. Lofton, Notary Puftc) " ~ ~*on Wet ii..i.":?i
= ti;? M 1 0; Q= . Juy 25. 1995
W 1-
= ~ ~ ; ~ _ . : :iifgiii
~ 7973 i SS pt2:~:'7ii fI3Z~jitiiS~:2 S}~t2 2 5.~... ;'i. Z: Y22.` 2•ai.aa.ac.y r..~;•2~2::• Sfil~. ' S:f::
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• €f t's I 0 Woodlind1fills,CA 91365-4500 , ~
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I
STREET QUANTITIES
PROJECT NO.- B95117 DESIGNER- DWB DATE- 8/30/95
PROJECT DESCRIPTION- MARCO BARBANTI SPEC WHSE 9411 E. 1ST
STREET # 1
NAMZ- 1ST AVENUE LENGTH- 127.30 FT. WIDTH- 9.00 FT.
BEGINNING STATION = 839.70 ENDING STATION = 967.00
ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 11.00 QWIDTH= 0.00
TERM # 1: TAPER TAPER LENGTH = 35.00
TERM # 2: TAPER TAPER LENGTH = 100.00
ITEM MEASUREMENT QUANTITY
SURFACE A.REA- 1753.20 S.F.
ROADWAX EXCAVATION ' 0.67 FT. 43.3 C.Y.
CRUSHED SUR.FACING TOP COURSE 0*.58 FT. 37.9 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
AS PHA.I,T CONCRETE 0.17 FT. 22.2 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 127.3 FT.
TOTALS
ROADWAY EXCAVATION 43.3 C.Y.
CRUSHED SURFACING TOP COURSE 37.9 C.Y.
CRUSHEp SURFACING BASE.COURSE 0.0 C.Y.
ASPHAj,T CONCRETE 22.2 TONS
CURB TYPE B 127.3 FT.
BOND ESTIMR i t
-
PROJECT Barbanti Spec Whstz. E. 9411 1 st NAME Doug Busko DATE 30-Aug-95
pRA1NAGE ITEMS UNITS QUANTITY PRICE COST
1) pryWell - Type A EA 1 1250.00 1250.00
2) Drywell - Type B EA 1560.00 0.00
3) Grate - Type 1 EA 1 315.00 315.00
4) Qrate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 300.00 0.00
6) Backfill For DW CY 30 16.00 480.00
7) ConCrete Inlet EA 750.00 0.00
8) C.M. Pipe 10" Dia. LF 23.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0.00
10) C,M. Pipe 15" Dia. LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) $plid lid EA 310.00 0.00
14) pltch Excavation CY 10.00 0.00
15) Sod SF 0.70 0.00
M-
NON STANDARD DRAINAGE ITEMS
_ -
1) Wlbert Vault Curb Inlet EA 250.00 0.00
2) 0.00
3) ~ 0.00
4) 0.00
5) 0.00
6) 0.00
- - - - - -
DRAINAGE SUBTOTAL 2045.00
16) Monuments EA 185.00 0.00
17) Barricade LF 33.00 0.00
18) Street Signs EA 85.00 0.00
- r' - -
OTHER SUBTOTAL 0.00
-
GRf1pING, SURFACING, CUR6, AND SIDEWALK
19) Rough Grade CY 43 10.00 430.00
20) Top Course CY 38 16.00 608.00
21) 13dse Course CY 16.00 0.00
22} Asphalt Concrete Tons 22 44.40 976.80
23) Gurb Type A LF 7.00 0.00
24) Cufb Type B LF 127 8.00 1016.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 16.70 0.00
-
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
q) 0.00
-
• GRADING AND SURFACING 3030.80
-
~ GRAND TOTAL 5,075.80
PERM T DOCUMENT TRANSMITTAL
_ Spokane County Division of Buildings
1026 W Broadway Ave. ~
Spokane, WA. 99260
Project Address: C( i-~-I Project q,i; -,5 q ~ S
~ Business Name:
~C*,P~I r2'A I;I rq I n' n
CONTACT: M py-I c 11 n r-,.}-; -J Phone: cf q C)2j4p,
Mailing Address: 2-,-, c1,' .,o P, C1 G 2,0-5 v
r
COORDINATOR: J_Otnn k_n Phone: G5(~ 123 ,
DOCUMENTS CIRCULATED
,
Fire
Description auiain9 Zonlny Enfllneerc Hearen, otsU.~ ucuMes scaPCA
x X- X X
. . .t
Received By - -
Date of Transmittal: Circulated by: ~
. . ~ . : .
~ RECEIVED
.
I - AUG 2 5 1995
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ADDRES S:W 2-0 29 Ciar L% s I,e
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CONTACT: ~ c:tf co i;~ 6PHONE: qq 3- bZqb
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AyTION. S SCREEN. ANFO US~;t~iD. CARB -
i r---- ASSESSOR'S INFORMATION DATA SCREEN
JURISDICTION= 11 YR= 95 ROLL= RE PARCEL= 45202.0320 , _
OWNER SCOTT, BOB&JOYCE FIELD BOOK:
STREET 908 RD 51 . ACO: AC 73-1232
ADDRESS PASCO WA 99301 ACTV: STAT: A:
EXMP: EXMO:
SITUS 009404 E SPRAGUE AVE ADDO: N SASS: Yi
ADDRESS SPO TAX DISTRICT: TD1400 PROP: 5300 ~
LEGAL: OPPORTUNITY PT OF L7 B239 W2/5 LYG N OF 1ST AVE EXC BEG 18 '
; 9.6FT W OF NE COR TH S AT R/A 185FT TH W63.4FT TH N83FT TH
E35 .4FT TH N102FT TH E28FT TO POB & EXC W15FT & EXC HWY
ASMT: TOTAL MKT-LD CLS-LD BLDG-1 0~HER O/R METHOD
BOE/SBTA: 167,900 111,800 0 56,100 0 Y A
FINAL ASMT: 167,900 111,800 0 56,100 0 N
SEXEMPTIONS: 0 ~
TAXABLE: 167,900
~
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SALE- 1%: 8901 2462 DATE: 08 18 89 INST: TRAN: C PRICE's 10000
SALE- lo: 7817 3133 DATE: 01 06 78 INST: TRAN: C PRICE: 100;000
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S 1~ C7 K A N E ',I~• - L C~ U ~7 T Y
QFF[CE Or TFIE COUNTI' EIVGINF.ER • A DlVI510N OF ri T6 PUB1.1C WORKS DEPARTMEM
Ronald C. Hormann, P.fi., County Engineer Dennis M. Scott, P.E., Director
AGREEMENT T4 PAY FEE5
ENGINEER'S AGREEMENT NUMBER ,a
MP-KCO J3(+iq9 This agreement between Spokane County and ~ ~,iame o, person)
whose interest in the ProJ'ect is ~Vl-/ , I ~
~
~ St.. (i.e. owner agent, etc.)
is entered into this day of 19' . This agreement is applicable to the project
lulown as: q q 11 ve..~
(prvjecf acfaress or ffiename &-ni e num er
That the individuals and parties named herein as having an interest in the above described property or project
agree to tlle following:
1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections ptus a ten percent adrninistrative charge, and wilt be billed monthly as accnied. Any billing amounts due,
including any expenses incurred in tlle collection of an overdue account, must be paid
prior to the County's acceptance of the project for filing. If a project is approved and/or
filed with a balance still owing, the unpaid balance shall be paid within 30 days of the
invoice date. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as
specified above. 3. Atly invoices not paid witllin 30 days of the invoice date will be considered delinquent.
If any outstanding balance on the account for this project is not paid within 30 days of
the invoice ciate, no further reviews of the project documents will be conducted until the
entire account balance is paid. Any balance on the account for this project not paid
within 65 days of the invoice date may result in legal action or the initiation of other
collection procedures, including referral to a collection agency. The Sponsor will be
liable for any and all expenses incurred by the County for the collection of overdue
accounts.
4. The monthly Uilling should be sent to the attention of:
P-9041V TT,
NAME.
ADDRESS. 11S 1 ~
Ca ~
~ ~ x 4
CITY, STATE: u~
ZIP CODE: qqjvs, PHONE
I understand that failure to pay these fees may result in delay in completion or approval of the project or other
possible sanctions.
If this fee agreement is completed by someone other than the Sponsor (i.e., the project
owner or a principa( in the firm sponsoring the project), such as the Engineer designing
the project, then written authorization from tlle Sponsor specifically thorizing the
Agent to execute titis Fee Agreementf' otached to thi tee A eme
SIGN~-1.TURE By:
19 Pv N ~
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
k1p\nagreemen.fee 2/1/95
1026 W. Broadcvay Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FnX: (509) 324-3478 1'L7D: (509) 324-3166
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Spokane County Engineers Rroject: pARCQ BUILDING
W. 1026 BROAOWAY Job No.: OSPK0053
5pokane, WA 99241 Disc.No.:
File Name: OSPK0053
TYPICAL SECTION DATA 22-Aug-95
Roadway half width ENTER--> 21.5 02:32 FM •
Road Nase ENTER--> FIRST AVE.
Left or Right ENTER--> LEFT
Curb Type TYPE B GOUtdTY
Statian Interval ENTER--> VARIES
MINIMUP4 MAXIMUM
Gurb EL. Curb EL. Edge Pave.
CENTER X SLOPE E4GE DIST. X SLOPE EDGE QIST FROM (-4.5x (-2X to Gutter
LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design Top Curb
STATION ELEVATION LINE ELEVRTION E/P EDGE PAVE Y. SLOPE TO CURB CUR6 NGT) CURB NGT) ED ELEV Y. GRRDE y Grade
804.10 1983.95 1983.74 11.40 -1.91 0.40 10.54 1983.12 1983.95 1984.24 1.28
839.70 1983.92 -0.09 1983.10 11.00 -2.00 -0.11 10.50 1983.68 1983.91 1983.96 -1.39 -0.80
901.74 1983.94 0.03 1983.10 11.00 -2.18 0.04 10.50 1983.68 1983.91 1983.63 -5.06 -0.49
966.95 1983.89 -0.48 1983.62 11.00 -2.45 -0.14 10.54 1983.60 1983.83 1983.92 -0.94 0.49
1021.95 1983.89 0.04 1953.64 11.00 -2.21 0.04 10.50 1383.62 1983.85 1983.62 -4.50 -0.55
1465.95 1983.95 0.13 1983.68 11.00 -2.45 0.09 10.50 1983.18 1983.89 1984.18 1.28 1.24
,~d RENlo~.
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+
BOWSTRIIJG METHC]D (TEN YEAR STORM DES I iaN) F'ROJEC:T 4 CISF'F:;0c-~;
DETERI1" TOhl 8pS T N DES I GfV BAS TN: STF:EET 1/2
DEa I GNER Cl!_SON
NUMBER 0F I7F'YWELLS F'ROF'OSk.D DA"i'Eo 23--Auq--'~5
1 Sinqle (ty~a DC-uble ~:type B:~ -
"f ~otal Area (ca1cu) (see H1 ) i)p I i_)
T i m e of i=: onc. (ca1c.:) (se e H 1) 5.00
iw om pos i te "C:" tct..~ 1ca i (a ee H 1) o,90
°C i me of Con co(m i. n) 5.00
ArPa (Acres) 0.0981
iY:' F actc-r 0.90
Imper v a. cius Ar ea (sq o f t 0
Volu m 2 F'r c-v i d e d 208: 0 st c-r m 4 0
0 utf 1ow fs:) C)o3
Ar ea * C" F act or 0. 09
#1 # i $r 3 #4' # 5 # 6 #
Time TimP Intensity G? cJev. V in VClut Stc-raqe
7n►r o Incn
(min.) (~ecp) (in n/hr 4) c:W i'si c:C up ft .s:C uo ft 4? (C Lto f;.
(#1 ~60) (A*t:::##3 ) (C7utf d *#2) (#5°#G)
5. Oi_) 30C). OC) 3.18 C? . 2e 113 90. ~~)0 3
5 ...,t_) 3418 0.28 11v 9C-) 3
10 600 2e24 0.20 139 18C) -41
15 900 1.77 0.16 15/ 270 --113
:-'0 1200 1.45 0.13 167 360 193
25 1500 1.21 0.11 171 450 -279
30 1800 1.04 C). 0'E) 175 540 -365
35 2100 C)o 91 C~ . 08 177 G3 i ) -~~5'23'
40 2400 0.82 0.07 181 7 ~ o - 539
45 2700 0.74 0.07 183 91 i_)
50 a 00o 0.68 0.06 186 900 - 71 4
55 3300 C).64 0.06 192 99c) -798
6c) 3600 0.61 0.05 1913 1 i iac_) -881
65 3900 0.60 0.05 21:v 1170 --958
70 4200 oa 58 0. 05 220 20 1260 1040
75 45C_)Cj 0.56 C)p C_)v 228 1350 - 11 -.Z:::
9 c~) 4800 0.53 oo 05 229 1440 -1:21 1
e5 v 1 00 c_)e 52 s )s 05 239 1530 .l 291.
13i ) 5400 i ~ . 50 0. (~)4 243 1620 ° 1 377
9; 5700 0.49 0.04 251 1710 - i 459
100 E000 0.48 0.04 259 18 OC) -1541
DRA I IVAG,F r'C)IVD CALCUl_AT I qNS
Required QYasSy s4JalC-' p-Df1d StoYc-1gC V-DZUfT1G
= Impervious Area x .5 in a/ 12 a.n. / ft e= 0 CLt. ft n
p rciv i deri : 0 1: u n ft .
I)RYWELL F'E.C?tJ IREh'IEhil'S ° 1C) YEAR DES Ii-h! STQRh1
h1axi.mum storage reqLtirecl by Bowstr inq = 23 CU. ft e
{~rovided: 0 -_u. ft.
W0W0W0W0
T T ME OF i= OhICENTF'AT I ON (m i n ut Ps)
Tc (over 1 and ) 'T~c (gut t er ) A1'' EaS C: of
Ct 0„ 15 L2 -7 c_)
0„10 0.90
Z 1 = 50 c:)o i)0 0, 00
~ Z2 _ C). 17 C), 00 0. 00
L 1 (A) _
N(A) = c"j . t_) 1 E B i) 0.00 0.00
S(A) 0. 02 n - 0.016 c:),00 C). 00
S ~ C)o 0I„)5 0.00 ~ ~ . 00
Tc A) - C). 26 d 0.11 c_). Oc_) 0.00
Tot a1 A i_ om p " i-• "
L.1 ( B) _ C) T c (gu) 1.24 c_). 1 i ) 0. 9c_)
N(B) 0 T c(A -E- B) 0.26
S (B) = 0 C?-C:# :t *A= C)u28
T c(t ot . ) 5p 0c_) n (est . oo :28
Tc (B) C-). C) Intensity 3.18
_ 0.303529
W F' f , 6 1. 22 7
F: - I). ()54 1
v = 0.94
Tc (tc-taI) - Tc (ov e r 1 a n d) Tc (q utte r) Tc(q u) = 1.24
T c (ov er 1 a n d ) iw: t *(L 1 *hl / 5 0. S a G:y G? (es t - 0.28
Ct 0.15
Ll. 1.... en q t h of 0 ver1 a n d F" 1ow Hci1 cl a. n a
N fY 1ct1on f actoY' cif ciV E' 1'' laI't (j fl---IW (.4 fL-Y aV E' Y C.~ ge Q 1' a5 S coVeY'
S = Liver aqe slope c-f over 1 and f 1 ow
"f c C q u t ter i L_ e n q t h ( f t o:) / V e 1~_~ i t y ( •f t./ sec . ) / 6CJ
B _Bottom w idt h c-f q u t ter or d i. tch
z1 a. n v er s e f cY oS S slope c►11 e of Cj 1 tch
Z:,:: i n vet' se cifcross s 1 op F t wc, ofdi tch
d= depthc-f f 1ow i n q ut ter (est i mat e, ch ecE:: est i mat e w ith F'1 ow )
A r E a - d*ES + d`2~12* (Z i. + Z 2)
Wetted per imeter = L-i*d+(1/si.n (~~tn c: ]./Zi i)+1/sa.n (atn (i/Z:'X~-*):):)
Hydr aul :i c Rad ius = F: = Ar ea/4Jet ted F'er i meter
Ve].ocity = 1. a•8E,/n•~F`•.. GG7*s-`. 5
F]. ow Ve1 r,►ci. t y*Ar e~-c
n = 0.016 fclr asphal t
s = :lonqituclinal slope of gutter
~
~ . } • _ w "
, c y - _ • , ~ ' 1= -
. ~
. t
4
LOC~L ACCE5S P,A~~~ENT STRUCTURES
. !►f C)~ Tr-/~ L1 1,+fi~"~ L~Pn.3 ~.V[~• ~•f ~ '7"~~~-.~
~ AVERa~~ ~~ILY TRAFFIC -
SOIL TYPE 0- 2U0 200-600 600+
L'J W 2 i1r6or , 21116,1 211f61r
~ I
GP 21761* 2177 f, 2r1fr~w
~
~
L]M 21116 if 2f1/7" 2e11811
i
GLI ~ 2{1/7" 2 do/Bae ~ ~yri161l
ti~
~r ~~n •
1J Y Y 211 f~+iF L r}nJf"jll 2II17~f11
f G] f
~
P t11YleH 217 f"~~f] 2f118IT
L~ ~ ~
sYYI / F f 2ri}!-T~a ~ 21118"
sc PaVem@nt DeSIgn
+ri
M L 30016 tr r~rr~8~e 41F~~L~
~
C L PaVement De51gn
. . ~ OL 4P117" 5177t, 5178"
MH Pavement Design
OH Pavement Design -
~
PT Pavement Design
1) Svii type is classified b}r the Unified 5vil Classifcation Sys#em.
2} Required thickness is given as inches of asoha3t cancre#e pavement over
inches of Crushed sunacing.
. ~~OKANE COUNTY ALTERNATE PA1~EMENT DE5IGN
E (INTERIM) .
~ a
r/A le
A~~ < .
7" cr-vS14ED
~ ~ i~ ~
< ~s ',"*i~'"" ' ' St t ,~N ' • ~~f ±r4 , 1•^ ' , , ~ . r ~ ~1t~ ..,A,,.~„~,-., - . - , ;,r, .t y~,. .
.v•.4 ~ . '41~., r. + ,~NM " "~r ""J"' ~ - ~ , t Y~~• ~4' ' . . ~ r •~x a ,Mr t ~'n~l . ~ • . • ~ ~ . . ry ~ ~ ly`j~ ~ P.
~ ~ ~ ' . . ' ~ fi F , •S*~: , i~'• n1~„~ , W~p~~~~/~~ T ~~.r' a7 . . .
.':IL"•:. , °~iCLL'~Nlw~ ' , o,. - , SPOSI~'E COD=~ .
f ~ . ~ SOIL BIIRVET , • _ .
~ ~ 1 cliemua~ n ertie~-Continued , ~ ; : _ . ~ ~ an~ P ~ o sails a~acl th,r.~r ~ttima~ecl ~alc~su , . , r► ' --I~rie descr~ tzan~ f ~ ~ i ~ :
TaBLE 6 j 1~ , . • ' ~ ~ ' . ~ , ~ tiuuedi PercentaEm pa~.sinF sie~~r-- ~ ~-y~~ble ' ~ ' T)ispersion ~ Shriu ~ ioci ~ 5hrink-~%vell
i ~ ~ , lasSificution I Classi5cation ~u , i A : Reacc~op • ; poirui , , C ~ , l~dttr a•ater ~ , ' . ~ ~ l:g di1UTi0l~~ , . j~otruti:,1
i = 1~eptb ~ ~ . ~ . , ~ cit~• t , ~ ~ . , 4 • ~ ~ • ~ ' ~u. 10 ~ ~o. ?00 ~ P~ . , ~tap i Soil uame cr~ t~on of ~oil and sitc , frou► , . :\o. 4. ~ , ,
Q ~ ~ ~ p surlrcc , , ~ i . ~HC1 (d.~ mm.) ; (:.0 mm.) . ((f.0;~4 . .rmnol ~ , ~ • lit►ifi~c. :~:1. i ~ , ti . , CaU~ texcure ~ mm.} . ; ~ , . ; ~ • R ;
i ' ' . I • i ' ~ J( ' 4 u ~ i . . ai ~ ~ ~ . br. Ir. p~► iu. , . ~ ~ ~ !a.'~
. ' ~ ; ~ 1 : ~ ~ ' . 1d, i , . ~ ;
~ . ~ i . . ~sC ; llra~oo~, ston~•,il~ loauy, U ~0 3Q perceut ~i~uilar to Ura~oou ~ils lolr,i, 0 t~o 3~~ pcrcen~ ; ; , ~ ~ ~ ~ * '
~ slupr~, slo cxce t tl►~t chc ~ur~:~cc la~•cr :~on~'. ~ ; i , , • . : r;►roo~~ n p , . ~5~ ' ~I0111' <l~i jU:lllt~ i~l,~ 1V a) C1.- ' . ' ' i . ! . 1 ~ .
Cl'llt SIO l`~. p • ' ~ ~ ; ' e` ~ : P . . ; , . . • ~ ; ~ • . ~ ~
D~D ; Dra.uon ~=er~• ro~'Iil' CU I T ':i • n u~ilt loa~s~. U to ~ • , , tnnlc~, .i o,~. llr;~eoan p~rt . inul~r to i)r,~.uo . E , . . perceut clop~~• ~ii krcrut ;lu e~cr i tl►a~ clep~h ~u Ir~d- . ; i . `s• ~
. I f~ P , i ' " ~ • lirsit..._.._ La rock r:iuer fro~u ]U to iuch~~. R~ci~ un • ~ ~ ~ l;, 1 to G. 3., ' . ' ~ ~ ~ ° a U. 1 ~ ~o u. :u . t~~~;~ i..pw u, maa • ~.1':f1~•.
' , cro i~~cbui~~cl in tlii~ coiu lca. • . ' . P P , ! ~i: ~i~ ~~!1:t ' Gti to ~u u. 'iu , I,a,r. . ' 11 ~_h. , , i....._.._.. llil-CL_.. S~~ ru ~ , , • 'a"~ la G. ] iu tc . I.C1w.
Ek6 • L•'loii;a silt locltll. I1 10'10 reen~ ~l 1-' '~rd soil lormed fro►►~ ti co ;..►1~ loan , , . i~ ~ 1~ ; ii, l. tu ► ; , nc . up~.. . cimni-«xrnred. tri~ll-dr~u ; ~u C, ;u ~a Sn :t;, ~o ~ . „ _ i,o«'. r ~r .~n~o~uu of ~•ol• _ ~-d..... c i • ~ , lliel►... _ gl:icial till cout;iiui~ig 1~ loam... . $~I._..... „ iN, ti~•. j.U«'.
, to (.;r~~•ell. , . , 1i1. U~ il. ~N~ so 11. ; io ) I i:l►....... ],o , ~ cai~ic ;~-ii i~~ th~~ ~~irfac~~ larcr: nnclcrla~n b~' 1'cn. :ru~•ell~• :and~ . , . 5. u to ' , to w • : fi tc, ltn :u tr an a~0 17 F-.,~~ n~ ~c~ u. in~ t;. i~ l.MN'-
~ Fra~~ei at• tlcptfi of 3u ►o bll ~i~cb~~: occupic. • ' . , • lo:►n~. G~I........ a-_..__- , ru:~:~ 1~► tu'.~~ ~a:~ , ~ ~ ` uudul~tii~g, tuoraiuclikc topourapl~ . ~ GP---•-•.. ~ , - ' ~ ; Gra •cl. -l. . a~ io (0
. ~ : . . , , , .
. • EI ' • 1 r : . . ~ x~. ~ ~ ~ . . C L uik;~ ~~r, ..tuu~• ;ilt lu:nu, ti iu p~~r- ~i►uil.ir t~ Lluik~ ~ilt lo:~m. l~ to prrr~~u . oI , , . . ; rent siu~n~. ~ tscept thnt tlicc ~rc ~•rr~• stoin• throi~~:ho~ij. , ' :
, I.m~' EID 1•:luikn r~~n• .tun~~ .tl~ lo~in, 3fi ta :~c~ . . . ~ , ~ . n. :'n ~ ~u 4. i► lli:t~..._.. . . ~ n ~~.1; ~u c' ~H•rc~~ii~ s1u~n~, . ' , - , ~i►ti ~iu to 1~N~ !t~► io'.►:~ . u.. t ' I.mw I 1,11 lt►(i. rr:ilf•.
~ • ~ c ~~r:~t~•--- l.oa ~ ~ ~ , h, ~lu l ~ . , ~ . . i ~'t, ~ili lo:nu__......... ~IL-CI..... . • _ ii. t~, ~ << ~
Em I:mrl~~u~ silt luaiu. ; lf~riinm-tr~tn~rd. ~om~~~rbat poatl~ riraiiu rl, i~u _ . ui !►n t~~ I~~u Gn ~u ~u llu~ ~ :~ltialiiic :nil fnrm~~cl in ~Il~n•n~u~ from caVcar• ~ url~~ ' ~ L..._.... .a-~------ iu 1~ , l,rm•......_ . , 1',~rc fi~r~• ~.t . . .I ~ ~i. t" i,~ ~i, •.n i~ i~~ -
; „ ii~~ouh~: rl~~ ~cl~ .u ~3l i. R ~ i~~ ~~u .u~i= ;il~. rule:uuc l~. :~ncl c , j . l~;in~. ~ uci ~►ii i~~ 1. ' iu ~~~:~~cr ial~i~• fliic~u:~i~~ fruiu licar tlu• si~rf;~re ~ - . ~u I • , „ It :t Jl~~~i~~r:,~ T-
i ~~u~~ir cla~• lo;►ui... CL..... , . i~, l; i:. . tu :tl,cmt G ft~~i. -41 to ~~I . . . nn Inu ~n t,~ !ni u. . ~u • \ ~ !I:~ i~~ luu . t - . Lu~~~ .1
~ . ~ . U {u'r~i •:1~1 ~U:Illl.....---... 11j."~.1..... , c' II, Il.i ~ ~ 1~~ 11, '!I~ li. t'i 1u Fa~ Pri•~~t~r,ui ~ili~ lo:u~.. ,i ;u ~1~ ~~rrr~~ut 1'~~r~• rl~~~~p. uiuiler:i~~~!`• ~~•rU tlraiui~rl ii ~lau~i ruil.: - ~ . ~ ~ • ~ , ~ .i ' • !I:i tu ~Uli ~III ti,~ liN) )U tu .III ~lu1r.. . ~~-iih n«•c4n~i~~-~~~~~~~r~~c, ~~irf:~r~~ l:~r~~r aucl i»~ li• ~ihr clar In;~~~~...... C1,.-----•- , . i~•i•:,~•. . 5,~~~~- tiu ~~►~►~1. -
~ Fa63 F~rr~~tuan :.ilr Ir,:~n~. su •>U }~rr~•,•!~t irn~ or n~~~~i,.r;~t~~lr nm~ t~~xt~ir~~~l s~~l~:uil: (~~rnu~ri t~~ . . , . ~ . _ . \1~~~~~•r:it~•.
~In~H:., ,~~~~~r~~iti• ~~rurl~~~l, f;un~ ;il; oii rullii~_ tu liill~• ~ipl:~u~l~. ~ . r"aC3 Fr~~~•~n:~n ~ili l~~;u~,. _'u ►u :iu ~,~~rc•~~i~i • ~ ,
, :lutn~. .:~~~•~•r~•{}~ ,.~•~~~i~~~i. ' _ , I ' ~ ~ ~ ~ ~ ~
Fm rr~~l~ tir,~icr in;~r-i,. ~ . ' i '~irnt ~c~u~l, :u~~4 ~ • : . , , I~,~Il~~tir. =~r:in►{,~•, tu ~ i ii~ { . . • ,
friu~~~» :~rni~u~i ~Lik~~ tl~:it h;i~•c a fli~csit:~tim_ ; i , . ~ •NP f~' I~:II:I 1` UUT .Il'l'll, i . ' r . i i li lfi ~ L<1LC.._.... ,l a~;~t,~r t:~f~Ic. l:ii.uu . ~i _ . ~ , ~ ~I 1 ~ in I1. 1l l. . ~
. ~ p '•l ' I ~11) IU'h~ II, lu li, , i li t~~ :i ' IrU1r•.._.... ) , l:iucl rti•p. i, tuo ,iri. i~le. !►i~ iu ]t~tt , u. 1~1 i~~ ti, 1~ ~ . ~~~i..._. !I~i IU ~1111 ~ ~t(1 ill !I:~ II Il:i lui:ll. •~II i. ~ J ~.O~ti'.
I110 ~ ~illt C1:11' ~0:1fl1....-• Ci1.._. • ~~:i 40 ]Ilfl !III lU llll : ~ ~ 11 10,'~ ~i 1~ 10 ~t. ~ l l~ tU GaC3 : G:u~6r1cI ~il!}• cl;~r Iu;~n~, (I ti~ :3U crrcrut l'~~r~• d~~c~~, arll-r1~:iin~~t1 ~pil fl~•~•rlo~~~•~l ir~ I~~•:= . ^ • . , - . _ . . n , H . . ~~~i,u !nn ~►u tu ~ . (N. ~I'S'('Cl'IC ('P 1 ' 10~)~ llU 1~11~ 1'UIJIItL" 10 ~l1IIC , ~ 1U . 1~11' l'~ , C• IV . . y • ~ i 11~ l 1~f1{11•1.111 i~~ h . , udt~~l. , ou ndL i~p? :u . . . a-~.. . n, 1 a ~ , ~ ~c_.----- \lodt:ratc.
•ti ~~,1 ~iltrr:,} 1o:~u~.. CL. , u.l-~ S • , , u ll:uu~r Ili 1~U~ l~:i~c)I1~~• ~UI~ :11'c:l. . lu , , . ^ tu i~U (1, ~ tp a _ ~~irt~i~P;il~~... . E . Il 1(~ ~Il .•r~ . . I N~ ►it I{, NI ti. li 1~~ n • ~ ~ ' (i:~ f~ ~ 11~ tt, ' . :f {U • . Ii i (i. li 1u ~.:3 . ~~I'Sll....... L 11cuiern tr.
G A R . ' . . ~~u•hnt rxt~~:~ n tu (;rn~cU~• Iu:uu......_ ~ I~I. • ' t~i li:~ au ~o l;u . ~ ~1~► ~I. ~N ~r~ ~1. ( ~ ..u~rswn .r.►r~~llr lo:sm, U ~o prrcrc~i . (~r:~r~•11~•. m~~rli>>in ~~~xiiu•~~~1; .u>>~ . ' . - ~i e ~ , . ~•r ti• ~~L~ciul l.~ tti a-{ l~~~r~' ~r;i~•t'llt• lu;ui~. 3 . •~i~ tu ~ic~ )li 1~~ _ ; tlcfri':ttt• I•C~~~'.
.lop . .irclc rlr:~in~~rl ~oil.~ tc~rn~~~tl u~ t,r:~ II, •~t ,':u~il, er~~r~~l. :u~d . .a-1.__._.; - ~ , . G~~ G~rri~oii ^r:~~cll~• lo~in. ;i t'~n ~i . ru:~t~~ri:~l fruni t•:~ri~~t~ ot ,~cirl, ru t~. • GP.._... , . . i , , a . o _ p rc~riit o~ ~ ~ •h . ~ col~l,:~~tuu~:. ~ ~ _ . ~ I~f{~'1':Ill'_~_ ~.U 1.0\\'.
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A PROFESSIO S~RVICES CONSULTING FIItM
OFFICES IN' OREGON, WASHINGTON, CALiFORN1A AND ARIZOh`A
WEST 110 CATALDO
SPOKAiNE, WASHING`fON 99201
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