Sprague E 9718 Home Improvement Center
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Spokane County
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'Department of Building & Safety
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JAMES L. MANSON, DIRECTOR
TO : Ken Jeffrey, Building and Safety
Bob McCann, Engineer's Office
John Pederson, Flanning Department
Daryl Way, Health District
FR Tom Davis, Code Compliance Coordinator
,,,#,,Department of Building and Safety
DATE: April 7, 1988
RE : April 6, 1988 - Pre-Construction Conference
East 9718 Sprague - Home Improvement Center
Enclosed is your copy of the minutes to the referenced meeting.
Should yau have any questions or need additional information, please
feel free to contact me.
TLD:mak
cc: Mr. Tom Masters, Bella Vista Group, Inc.
Mr. Ken Shouse, Musil, Perkowitz, Ruth, Inc.
Mr. Richard Mason, Inland Pacific Engineering
Mr. Jim Legat, Utilities Department
NORTH 811 JEFFERSON • SPOKANE. WASHINCTON 99264*0054 • TELEPHONE (549) 456 3675
•MINIITES
PRE-CONSTRUCTIOAT CONFERENCE
EABT 9718 SPRAaDB - HOMB IMPROVEMENT CENTER
APRIL 6, 1988
CALI, TO ORDER: The meeting was called to order at approximately
10:00 a.m. by Building and Safety's Code Compliance Coordinator Tom
Davis, with the following in attendance.
PERMIT REVIEA PARTZCIPANTS:
Tom Davis, Building and Safety
Ken Jeffrey, Building and Safety
Marla Kerr, Buildi.rig and Safety
Bob McCann, Engineer's Office
Eric Olson, Fire District No. 1
John Pederson, Planning Department
Daryl way, Health District
APPLICANTS:
Tom Masters, representing Bella Vista Group, Inc. (716) 684-9000
Ken Shouse, Musil, Perkowitz, Ruth, Inc. Contact person
(213) 595-5577
Richard Masan, Inland Pacific Engineering
SCOPE/PROJECT DESCRIPTIONs
I. General Overview - The applicant is proposing the demolition of
existing buildings located on the site and the construction of a
Home Improvement center located on an 8 acre site. The Center will
consist of 100,000 square feet with another 8,000 square feet of
nursery. A total of 521 parking stalls is being provided.
.
II. Construction Schedule - Construction is scheduled to beqin as
soon as possible, but no later than the first week in May.
SIIMMARY OF DEPARTMENTAL REQIIIREMENTS:
I. Planning Department (456-2205)
A. Discussion/Requirements
1. It was stated that the property is located within a
B-3 zone which was subject to a zone change, number
ZE-45-86.
2. It was noted that the parking as illustrated is
adequate.
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3. Bike racks must be installed, the number of bike
racks required is calculated at 1 rack for every 10
parking stalls.
4. The area for the trash dumpster shall be enclosed
with a siqht obscurinq fence.
B. Permit Release Requirements
1. There are several conditions applicable to the zone
change, all of which must be satisfied prior to issuance
of the permit. The conditions are as follows:
a. A 35 foot setback from the south property line
is required.
b. Lighting and signage plans are required to be
submitted.
c. A landscape plan which illustrates the size,
types and quaritities, is required to be submitted for
review and approval.
d. An estimate from a nursery for landscaping,
along with a promissory letter to install landscaping
is required.
e. An ASA Notice to the Public must be recorded
with the County Auditor's Office.
f. A six foot sight obscuring fence must surround
all outdoor storage areas, including the nursery.
2. The property contains several parcels, i11 order to
combine the parcels a Certificate of Exemption must be
completed at the Planning Department.
3. A written agreement from the applicaxit is required to
be submitted. This agreement must state the owner/
applicants have acknowledqed that parking and landscaping
would have to be maintained in compliance with the
conditions of the rezone and that may involve relocation
of parking and landscaping should road improvements be
made on Farr Road.
4. The Planning Department would release the building
permit for footinqs and foundations at this tiYae upon the
submission of the written agreement.
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II. Engineering (456-3600)
A. Discussion/Requirements
1. A copy of comments was given to the applicant and
Building and Safety by Bob McCann.
2. Your contact person at the Engineer's Office will be
Gary Nelson.
3. It was stated that there is little possibility
improvements wfluld be made on Farr Road which would affect
the applicant. Should there be improvements it would most
likely occur on the west side of Farr Road.
B. Permit Release Requirements
1. A drainage plan with calculations, which has been
prepared in compliance with Spokane County "Guidelines for
Stormwater Management" must be submitted and approved.
2. Right-of-way dedication consisting of 10 feet is
required on Farr Road.
3. Road drainage plans for street improvements on Farr
Road which have been prepared by an engineer must be
submitted for review and approval.
4. Approach permits must be obtained for approaches from
Farr Road and Sprague Avenue.
5. It was noted that the Engineer's Office would be in
the position to release the permit for footings and
foundation possibly by April 7, 1988.
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III. Health District (456-6040)
A. Discussion/Requirements
1. It was noted that there are several on-site sewage
systems and numerous drywells. These drywells must be
drained and filled with pea gravel, removed or crushed.
2. All debris on site due to demolition must be taken to
a licensed landfill when disposed of.
3. This project will connect to valley sewer.
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B. Permit Release Requirements
1. The Health District signed off the permit.
IV. Utilities Department (456-3604)
A. Discussion/Requirements
1. The utilities Department was not present, however,
comments were submitted prior to the conference.
2. A sewer connection permit will be required to be
obtained at the time of connection to the sewer.
B. Permit Release Requirements
1. The Utilities Department will sign off the permit.
V. Fire District No. 1(928-2462)
A. Discussion/Requirements
1. The fire district needs information on where the
applicant plans to locate the fire hydrants. The fire
district will review a site plan €or desired locations of
any hydrants.
B. Permit Release Requirements
1. Approval of hydrant locations must be submitted to
Building and Safety by the Fire District.
VI. Building and Safety (456-3675)
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A. Discussion/Requirements
l. Fire flow was calculated to be 3,000 gpm.
2. It was stated that Building and Safety has concerns
that the project meet the Northwest Energy Code and
Washington State Enerqy Code requirements. The applicant
indicated that he would be meetinq the requirements of
these codes.
3. The plan review has not been completed at this time.
Upon completing the plan review a letter will be sent to
the applicant which will outline all requirements. It was
also stated that Ren Jeffrey would be discussinq any other
requirements with the applicant after the meeting.
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4. It was noted that the plans appear to be complete and
anticipate no siqnificant problems in review and approval.
B. Permit Release Requirements
l. The permit will be released upon approval of
constructions plans by Building and Safety.
REQUIRED ACTIONS (Count :
l. Daryl Way will give the applicant locations of the existing
drywells on the site.
2. Ken Jeffrey is to give a copy of the site plan to the Fire
District to locate fire hydrant placement.
APPLICANT'S COMMENTS/ACRNOWLEDGEMENT:
The applicant acknowledged that all comments/requirements were
understood. The applicant had no further questions at this time
regarding permit requirements.
coRREcTioxs:
To miautes or changes from what appears in the minutes, we should be
notified within one day of your receipt of these minutes.
To plans as required by any or all of the above-listed departments
shall be submitted in sets of 7 to Building and Safety who will then
distribute accordingly to each department.
AD.TOIIRNMENT: There being no further business, Tom Davis thanked the
applicant and the departments for their participation and reminded
all that he should be contacted if there are any unforeseen problems
which may arise.
The meeting was adjourned at approximately 10:30 a.m.
Copies of Minutes to: All participants
File - East 9718 Sprague Avenue
Home Improvement Center
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SPnKANF, f;OUh"fY F NC 1 NEER • S OFr ic:t
'tyP[cat CrosS Se< t[on t)c-trt7n[nat ion
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Pleatie Eurnish Stabi lometpr lt valurs for tlve sot15 on the followine, rroject:
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County Road Name(s)
14 Alt A6.
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KIDi CRP/PLAT No.~~ SNC• _ t'a~p, G. 5~ R•
(Sc:c att3chc~d section map)
R011D NAMF. R VALIIES t,(}CATIQ"i ~
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Ocalnage - Percolatton qreater than 72"/hr. yes _ ho _ Est.__ _ AGt.
Rema rks*
Drilling request •
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* Ylease note any unusual charac[eri6[ics of soils and/or tvpography. Ace the soils eui:-
able for the use of dryvells? Are Lhete any unus+lal drainage considerations?
~~~~M~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~N~~~r~~~~~~~~~r~~~ ~ • •~~~M~~~~~~~~N~~~~~~~~~
FOR OFFICE USti ONLY '
ROAD NAME FUNCTIONAL CLASS TR.4Ff tC INOEX**
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Major Arteriat 7 .
Secundarq Actrrial 6
Collector Arcerial S ~
Acccss Road S
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ROAD NAME Farr Road and First Avenue
' DATE March 10, 1988 CKP/RID/PLAT/Z.C. Nn. ZE-45-86
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FEUEltAL/S'TATt YItOJEC'f h0._ NLA__ -
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PROJECT TiTLt HOME_CLUB__ PROJECT LIMI?S ADproxlmately
,g,~' c ht acres at S_ E` corner _of _Farr Road and Spraque Avenue _
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EXISTING CONI)ITIUNS: PItOPOSEU IMPROVEHEKT:
ROAD WZDTH Aproximately 30 ft., no curb of sidewalk 20' to curb w/sidewalk, East 1/2
ROAD SURFACE _ Asphalt Qavement Aspnait pavement
AVG. DAILY TRAFFIC
Curren[ Dssign Yeac
PROJECT DESCKIYTION Parkina lot entry for building materials and home improvement
retail center. See attached_erelim7nary site plan.
DESCRIYTION OF 5TANDARD INVOLVED 150 foot minimUm off-set required between
intersections on public road.
PROPOSED DESIGN DEVIA?ION ReduCe off-set to apDroximately 90 feet betti,een -the-
intersection of Farr Road and First Avenue qoin4 west, and Farr road and a nar(cinq
lnt pntry lnr,atinn qn1ng PaSt. '
.
Jl]STIFICATION Alignment of parking lot entry either directly opoosite First Avenue;
or 150 feet north o#'-rirst Hvenue creates awkward traffic movements inside oarkina
_Iat Prooosed location will result in smooth traffzc flow into parKinq lot and
minimize the backua of traffic onto Farr Road. Parkinq lot has three other access
Doints so that trafftc volume thru entry in question will not be excessive.
s
• Submitted By _ 3%18/88
Bate
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STAF F KL(.l~MlltNllA1' 1 l)Nti
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ApprovCJ No[ Appruved
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County Engineec ,xe
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RATIONAL FORMULA HYDROLOGY '
DATE ~ 04129188 DESiGNER = MCCANN BASIN A
PROJECT NAME = NOMECLUB
DESCRIPTION =
SURAREA 1 =,.628 ACRES SUPpREA 1 RUNOFF CQEFFICIENT =.9
SUBAREA 2=.298 ACRES SUBAREA 2 RIJNDFF CDEFFICIENT =.9
SUBAREA 3 = .156 ACRES SURAREA 3 RUNOFF COEFFICIIENT = .1
TdTAL AREFt = 1.282 ACRES COMPOSITE RUIVDFF CQEFFIC'TENT =.802652146084
tIVERLAND FLOW VALUEg
~ qq
Ct ! w 'J ~.i
L - t0
tV = .3
s = .02
CHANNEL FLOW VALUEs
L = O
TD = O
CQMPUTED VfaLUES
DUA = 5.00
110 ~ 3.18
010 = 3.27
QA ` 0.00
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POWSTRING CALCULATIONS
DATE = 04/29/98 DESIGNER = MCCANN BASIN A
FROJECT NAME = HOMECLUB
DESCRIPTION =
t t Intens3tv Qdev. Vin Vout Stara-ge
(mine ) tsec. > (in. /hr,p ) (c. f «'s.) (cu. ft. ) icu. ft. ) tcu. ft. >
5.0 ~C 300 3.18 27 1 3*15 90 1225
10.0 600 2.24 2.Z34 1618 180 14378
15.0 900 1.77 1.82 1825 270 1555
,
20.0 1260 1.45 1.49 1943 360 15e3
25.0 1500 1.21 1.25 1995 450 1 545
30.0 1900 1.04 1.07 2035 540 1495
35.0 2100 .91 .94 2062 670 1432
40.0 2400 . e2, .84 2111 720 1391
45.0 2700 .74 .76 2134 E310 17)24
50.0 3000 .68 .70 2171 904 1271
55.0 3300 .64 .66 2240 990 1250
60.0 3644 .61 .63 2324 148ti 1244
65.0 3900 .60 ebi 2450 1170 1290
70.0 4200 .58 .60 2568 1260 1308
75.0 4500 »56 057 2628 1-050 1278
80, d 4B00 .53 .55 2673 1440 123Z
85.0 5100 .52 N s'.-% 2757 15Zc, 1227
90.0 5400 .54 051 2831 '1620 1211
95.0 5700 .49 .50 2925 1710 1215
140p 0 6000 .48 .49 3014 19n0 1214
THE MAXIMUM STORAGE IS 1582.6491 CU. FT.
~C The tY me of conCentrati on is 5 minutes. The Undevel oped f 1 ow out i s .3 c. f. s.
TEN YEAR BTOftM CALC
RATIONAL FORMULA HYDROLOGY
DATE = 04l29/e8 ,DE8IGNER = MCCANN BASIN,B+C1
PROJECT NAME = NOMECLUB
DESCRIPTION =
,
SUBAREA 1=2.147 ACRE8 SUBAREA I RUNOFF COEFFIG'IENT =.9
SUBAREA 2= a298 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .9
SUBAREA 3=.249 ACRES SUBAREA 3RUNOFF COEFFIEIlENT =.A
SUBAREA 4=.949 ACREB SUBAREA 4 RUNDFF CuEFF'ICIENT =.86
TOTpL- AREA =3.643 ACREB COMPO9ITE RUNOFF EOEFFICIENT =.834899807851
OVERLAND FLOW VALUES
Ct = .15
L - 10
N ~ o3
s = .02
CHAiVNEL FLOW VALUES
L = 0
TD = 4
Ct1MP'UTED VALOES
DUR = 5.00
I1O = .:.M'a8
010 = 9.67
Qg = sa o a0
gOWSTRING CALCULATIONS
DATE = 04/29/69 DESIGNER ='MCCANN 6ASYN B+C
PROJECT NAME = HOMECLUH
DESCRI PT I,QN =
t t Intensi ty Qdev. Vi n Vout Storage
(min. ) (seco ) (in. /hr. ) (co f. s. ) (cuo ft. )(cu. ft. ) tcu. ft. >
5. C1 ~ 300 3.1B 9.67 a886 270 ~ b 18
~
110.0 600 2.24 6.81 4783 540 4243
15.0 900 1.77 5.38 5394 814 4584
20.0 1200 1.45 4.41 5742 1084 4662
25.0 1500 1.21 3.68 5896 1350 4546
30.0 1804 1.04 3.16 6016 1620 4396
35.4 2100 .92 2.77` 6095 1890 4205
40.0 2400 .82 2.49 6240 2164 4080
45.0 2700 .74 2.225 6307 2430 3877
50.0 3040 . 69 2.07 6416 2700 3716
55.0 3;pa .64 1.95 6622 2470 3652
60.0 3600 .61 1.66 6968 3240 3629
65.0 a900 .60 1.81 7242 3510 3732
70.0 4200 .58 1.76 7589 3780 3809
7►« 0 4500 .56 1.69 7768 4050 3718
80.0 4606 .53 1.61 7902 4320 3582
85.0 5100 .52 1.57 8148 4594 25558
90.0 5400 .50 1.52 8367 4860 3507 ~
I
95.0 5700 .49 1.49 8647 51 '030 3517
100.0 6000 . 48 1.46 8909 5400 3509 ~
THE MAXIMUM,STORAGE IS 4662.12336599 CU. FT.
* The time of concentrati on i s 5 mi nutes.
The Undevel oped f1 ow out Y s .9 c. f ss~e
TEN YEAR STI]RM CALC
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RATiONAL FOR!"IULA HYDROLOQY
DATE = 04/29/88 DES I GNER = MCCANhI EtAS I N D
'PROJECT MAME = HOMECLUP
DE3Ck I FT I fJN =
SUBAREA 1= .382 ACFtES SUPAREA 1 RUIVOFP COEFF I G I ENT = .9
SUBAREA 2=.2 ACRES SUEtAREA 2 RUNOFF COEFFTCIENT =.9
3UBAREA 3 _.lnb ACRES SUBAREA 3 RUNOFF COEFFIGIENT =.1
TOTAL AFtEA =.688 ACRES COiWPOSITE RUNDFF COEFFICIENT =.776744166047
OVERLAIdD FLOl+J VALUES
Ct = .15
L 10
N = .3
S - .02
C!-IFINNEL FLO6J VALUES
L ~ Q
TD = G
COMPUTED VALUES
D,UR - 5.00
110 = 3.18
010 = 1.70
QA = 0.00
RATIONAL FORMULA HYDROLOGY
DATE _04/29/88 DESIGwER = MCCANN HASIN D
PROJECT NAME = HOMECLUB
DESCRiPTION =
SUBAREA 1=.382 ACRES SUBAREA i RUNOFF COEFFICIENT =.9
SUBAREA 2=.2 ACRES SUBAREA 2RUNOFF COEFFICIENT = .262
SUBAREA + _ .106 ACRES SUBAREA 3 RUNOFF COEFFTCZENT = .1
TOTAL AREA =.688 ACRES COMFOSITE aUNOFF COEFFiCIENT a.591279069767
OVERLAND FLOW VALUES
Ct, = .15
L. - 10
o~
N
8 ~ .02
CHANNEL FLOW VALUES
L-,. = 4
TD = O
CONiPUTED VALUES
DIJR - 5.00
110 = 3.18
010 1.29
GEA = O.OQ
1
HOW9TRZNG CALCULATIONS
DOTE = 04/29188 DESIGNER = MCCANN PASIN D
F'ROJECT NAME = NOMECLUB
DESCRIpTION a
t t Intensijty gdev. Vi,n Vout 5toraqe
(m2ne ) (sec. ) (xn. /hrp ) (c. f . s. ) (,cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 ~k 300 ti. 18 1.70 683 90 5 9~
10.0 640 2.24 1.20 840 18G 660
15.0 900 1.77 .95 946 270 678
20.0 1200 1.45 .77 1009 360 649
25.0 1500 1.21 .65 1036 450 586
30.0 18C►n 1.04 .56 1057 540 517 '
35.0 Zioo .91 . 4c) 1071 6~n 441
40.0 2440 .82 .44 1496 720 376
45.0 2740 .74 .40 1108 81 o 298
50.0 3000 .68 .36 1 127 960 227
55.0 3300 .64 .34 1164 994 174
60.0 3600 .61 .33 1207 1080 127
65.0 3900 .60 .32 1273 1170 103
70» O 4200 .58 .31 1333 1260 73
75.0 4500 .56 .30 1%365 1354 1.'.,
80.0 4800 .-53 .28 1388 1440 -52
951,. n 51,00 .52 .28 1432 15310 -98
90.0 5400 .50 .27 1470 1620 -1 50
95.0 5700 .49 .26 1519 1710 -191
100.0 6000 .48 .26 1565 180E1 -23cr
THE MAXIMUM STORAGE IS 677.779776 CUa FT.
* The time of concentrat,i an Is 5 mi nutes. ~
The Undevel oped f 1 ow out is p3 c. f. s.
TEN1 YEAR STORM CALC
RATTONAL FORMULA HYDROLOGY
DATE = 04129/ee DESIGNER = MCCANN BaS'IN E+H
PROJECT NAME = HOMECLUB
DESCRSFTION _
SUPAREA i=.56b ACRES SUBAREA 1RUNOFF COEFPICIENT = 09
SUBAREA 2 _.Q1 AGRES 8UHRREA 2 kUNDFF COEFFICIENT =.9
SJUBAREA 3=.07 ACRES SUHAREA 3 RUNQFF COEFFICIENT =.2
SUBAREA 4=.12%3 ACRES 8UHAREA 4RUNOFF COEFFICIENT =.9
TOTAL AREA =.769 ACRES COMPOSITE RUNOFF COEFFICIENT ==827178153446
QVERLAND FLOW VALUES
Ct = .15
L = 10
N = .3
s _ » 02
CHAIVNEL FLOW VALI.IES
L - p
TD = t►
COMPUTED VALUE3r
DUR = 5.00
110 = ad18
010 = 2.02
Oi'7 0.00
.
HOWSTRING CALCLILAT IONS
I
DA1"E = 04! 29f 88 DESI GNER = '1WCCAINN BA~ IN E+H
I PRQJECT NA!'rlE = HONiECLt.,1P
DESCRIP'T'It7N ~
t t Inten5ity Odeuw Vin Vout Stara+ge
(myri. ) tsQc. } (in. Ihrw ) tc. f .s* ) (C4tp ft. ){cLI. ft. } tcu. fts ?
5.0 ~ 1700 ~ . 18 2.02 813 90 723
10.0 600 2.24 1.42 1000 iso 820
15.0 900 1.77 1.13 1128 270 858
20.0 1200 1.45 r92 1201 360 841
25r 0 1500 1.21 .77 1 233 450 783
30.0 1800 1.04 .66 1258 540 718
35.0 2100 .91 . ,.'~8 1 275 630 645
40d a 2400 .82 .52 1305 720 585
4,'.+p0 2700 «74 47 1319 8io 509
SG ~oo 3000 .66 4Z3 I '.',r 4 2 C100 442
55.0 ~ 3 0 4 .64 .41 1 ~85 990 ~%95
60.0 3-600 .61 Q~9 1436 1490 ',','56
65.0 3% 90 Cr .60 ,~8 1515 1170 345
70.4 4200 .58 . 37 1587 1260 327
75.0 4SOO .56 .35 1625 1350 275
B0R G 4800 .53 .34 A 6~3 1440 213
85q 0 5100 .52 r,73 1704 1530 174
90.0 5400 .50 .32 1 750 1620 130
~ 95.0 5700 .49 «31 1808 1710 98
~ i CIC). 0 6000 .48 . ~ 1 1863 1800 63
TH~ MAXr MLEM STORACE I S 858. 148794 CU. F7 .
~K The time af cancentration is 5 mi nutes.
3"he Underrploped f 1 ow out is ,3 c . f . s,
T'EtV YEAR S°T'QRM CALC
RATIONAL FORMULA HYDROLDGY
DATE ~ 04/29/88 DES IGNER = MCCANN BASIN F
PRaJEc-r N~~~ ~ ~OMECLu~
~~~~~~PTIOnt =
SUBAREA i - .343 ACRES SUBAREA I FiUNDFr Cf]EFFICIEh1T = .9
SUBAREA 2 = 1.149 ACRES SUBAREA 2 f2UA1OFF COEFF I C IEi"+IT = .9
SUBAREA --'N' = .132 ACRES SUBAREA 3 RUNQ~~ COEFFY C IENfi = .i
TCITAL AREA = 1.624 RC#rtES COi"iPQSI TE RU~OFF COEFFI GI ENT = .834975369458
CIVERLAND FLOW VALULS
i
~ ct - .15
L = 10
N b4~
s .02
ChlANNEL FLQW VALUES
i
~
L - 0
TD 0
COMPUTEL VALL~ES
DUR = 5.00
110 = 18
010 = 4« 3 1
OA 0.0Lr
I
.
E+OWSTRING CALCULATIONS
DATE = 04l29/88 DE5IGNEFi = MCCANN BASIN F
F'ROJECT NAME = HOhIECLUE+
DESCFc I PT I ON ~
t t Intensity Qdev. Vin Vout Storaqe
(min. ) (sec. ) (in. /hr. )(c. f ps. ) (cu, ft. ) (cup ft. ) (cu. ft. )
5.0 * 300 3.18 4.31 17~~ 90 1643
10. tJ 600 2.24 3.04 2132 180 1952
15.0 940 1.77 2.40 2445 270 2135
20.0 1240 1.45 1.97 2560 3E,0 2200
25.0 1500 1.21 1.64 2628 450 2178
30.0 1800 1.04 1.41 26R2 540 2142
55.0 2100 .91 1.23 2717 6~0 2097
40.0 2400 . B2 1.11 27e2 720 2062
45.0 2700 .74 1.00 2812 81 o 2002
50.0 30tlo .68 .92 2860 940 1960
55.0 3-0,100 .64 . 87 2952 990 1962
60.0 3600 .61 . 83 3062 1080 1982
65.0 3900 .60 .81 3%229 1170 2459
70.0 42017 .58 .79 3383 1260 2123
75.0 4500 r56 .75 37 K63 10,150 21 13
9O• 0 4eV41 • ..7.3 .72 352~.' 1440 2083
85w 0 5100 .52 w70 3 6 3 1530 2103
90.0 5400 .50 .68 3730 1620 2110
95.0 5744 .49 .66 3855 1710 2145
lOn»0 6000 .48 .65 '3972 1800 2172
THE 1WAX T MUM Si'ORAGE I S 2199. 99239999 CU. FT.
* The tzmP nf concentration is 5 minutes.
The Undevel oped f 1 aw out i s .3 c. f. s.
TEN YEAf7 STQRNi CALG
1
TYPE ~ CUREt CALG
Name G. IVELSON Date 4-22--88
Project HOME CLUH FARR FQAD
Width fr-om centeri ine to curb 20
Pave. Edqe E1 . Dist CL - edge M1 n. el ev. 4. 5%Max. el ev. 2%
98. ~ 6 10.8 98.446 913.676
97.69 10.13 97.776 98.006
96.19 11 96.285 96.51
94.67 11.2 94.774 94.994
92.72 11.2 92.824 93.044
91.12 lip5 91.2375 91.45
89.28 11.5 89. 3975 89.61
87 .57 11.5 87. 6875 87.9
85.97 11.9 86.1055 86. ~0B
84. 75 12 . ~ 84.9035 85.096
84 . 04 12. 3 8 4 . 1935 E34. 3%86
83.5 12. ~ 83.6535 83.846
Spak3ne Caunty Engineers PPoaPtt;
E#. 611 3ef fzrson 456-3604 3ob 11o,:
Spobcane, tdA 99201 DiSC.Na.:
File Nane;
-
TVPIC+~L SEC1IIIN DATA 22-App-88
Roadffay half xidth EWER--> 24 04:e5 ?H
RQad 'Jame FNjER--> Farr Road
Lefi or Rrght ENTER--> Right sYde 1ook3ng narlh
Curb Type ;dPE A CDUNTY
Siation Intervai EhTER--) 25
====~w=.~~===
HINiFfllp HAXIMUH
CURB EEEU. GURB.ELEY. Edge Pave.
CENTER x Si.OPE EDEE DIST. I SLOPE EDGE DIST FMM t-4.5X I-22 to Cutt-er
LINE CEt]1ER- PAVEMEtJT CJL 1Q C/L TO PAVENEIJT ED6f PUiiT.(roa EfP + fRON E1P + SE1.fC3- Design top Curb
SIATION Ir!,£VATIDPf LIFiE £LEURTION EOP ED6f PAVE xSlOPE TO CUR6 CURB HOT) CURB MGTI ED ElEt► x SRAAf X 6rade
_
4607.49 98.61 98.36 10.801 -e.31 0144 9.20 98.45 48.68 98.55 -3.37
46=40.00 48.00 -1.43 97.69 10.60 -2,87 -1.58 4,20 57,78 98.01 97.90 -3.15 -1,53
4~100.QQ 46.49 -3.42 46.19 1~.,t30 -~.73 -3.OQ 9.00 96,29 96.51 gb.40 -3.Z2 -3,40
4750.00 14.75 -3.25 94,61 11.20 -O1I1, -3.02 8,84 44.71 94.99 44.90 -3.47 -3.00
480,0.00 92.96 3.56 92.12 11.20 -2.14 -3.1010 8.80 92.82 93.04 92.95 -3.07 -3.90
4848.42 91.35 -3.33 91.12 11,58 -2,00 -3.36 8.50 41.29 91.45 41,35 -3.18 -3.30
4940.04 69,48 -30.63 09.28 11.50 -i.T4 -3.57 8.50 89,44 89.61 69.50 -3.29 -3.54
4954.40 81.42 -3.12 81.57 11,50 -3,04 -3.42 8.50 81.69 81.94 81.80 -3.18 -3.40
5000.40 86.11 -3,50 85,97 11.90 -1.88 -3.24 6.10 86.11 86.31 8E+.25 -2,72 -3.10
5850.00 85.03 -2.28 84.15 12.30 -2.28 -2.44 7.70 64.94 95.10 85.00 -3.25 -2.50
5100.00 84.28 -1,50 84.04 12.30 -1.95 -1.42 7.74 94.19 84,39 64.34 -3.12 -1.40
5154,00 63.68 -1.26 83.50 12.34 -1.46 -1.08 7.70 83.65 83.85 83:85 -1.95 -4.90
5200.00 83.46 -0.44 83,27 12.30 -1.54 -0.46 7.10 83.42 83.62 83.45 -4.16 -0.80
5237.10 82.99 -1.27 83.02 24.00 0.15 -0,67 0,00 83.52 83.52 83.39 ERR -0.16
- - -
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i, f b s PUBLIC WORKS DEPARTMENT
4 I , 0.~
2;l ; - OFFiCE OF
COUNTY ENGINEER
RONALD C. HORMANN, P.E. 9
..1h > If+ L COUNTY ENGINEER
r11
' :77C~+++a*tn~re ~ ~ SPOKANE, WASHINGTON 99260-0170
gvpNwwt C9u►+4r COUR• «OUSt
June 16, 1988
~
The Bella Vi.sta Group, Inc.,
6495 Transi[ Road
Buf f alo, Aiew York 14026
~
c.
Attn: Chris Gaepar►os, Legal Counsel
Dear Mr. Gaepanos: RE: Conversation of June 13, 1988 ~
~
Please find enclosed the License Agreement for Patrick A. Cipolla to
sign and return to me wfth a check made payable to Spokane County for $100.00.
Also note that we understand tha[ you want a"Stocking Permit" on ~
July 15, 1988. We expect at that date you will give us evidence of clear
title excluding the sewer preliminary assessment liens.
~
t
If we can be of further assistaACe, please call our office at (509)
455-2409.
,
L►ery truly yours, i
Ronald C. Aormann, P.E.
Spokane County Engineer
.
Beift Aaigh[
Right of Way Supervisor' BH/JP
Enclosures
~
Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
CHRIST GAETANOS
ATTORNEY AT I.AW
68 NIA6ARA STREET
suiTE 200
BUFFAl.O, NEw YoRrc 14202
FEDERAL EXPRESS (716) e33•61e0
TELEFAX. (7(6) 664-9009
June 20, 1988
Bert Haight
Spokane County Public Warks Dept.
Public Works Building
N. 811 Jefferson Street
Spokane, Washington 99260-0170
RE: HomeClub - Spokane, Washington
Dear Mr. Haight:
As a follow-up to your letter to me dated June 16,
1988, please be advised as follows:
1. I have enclosed two (2) executed originals of the
License Agreentent which you enclosed for execution
by Bella Vista Group, Inc. The License has been
executed by Bella Vista Group, Inc. Please return
one (1) fully executed and attested License
Agreement to me in the enclosed Federal Express
return envelope.
2. I have also enclosed the $100.00 annual fee (Bella
Vista Group check No. 1431).
3. A copy of an executed and notarized Quit Claim Deed
with respect to the 10 foot strip along Farr Road.
The original is in my file. I would like to record
it the day of our closing. The closing will
consist of the purchase from Mr. & Mrs. Hendrikson,
the conveyance of the 10 foot strip to Spokane
County and the mortgaqe to our lender. We are
using Safeco Title Insurance Coinpany, through the
Spokane County Title Company. However, we intend
to close the entire transaction in Seattle, also
through Safeco but probably a different agent.
Please let me know this procedure is satisfactory
to you with respect to the Deed for the 10 foot
strip. I would be happy to deliver the Deed to
Safeco in escrow if that will expedite the f ssuance
of the building pertuit.
~
•
Bert Haight
June 20, 1988
4. W ith respect to the stocking permit, we will supply
you with evidence of qood title. However, there
will be more exceptions to title than the sewer
assessnnent. There are several easements affecting
the property, and as of the time of closing we will
have certain loan documents of record as well as a
memorandum of lease. I trust this will not
interfere with the issuance of the stocking permit.
Please advise me as soon as possible if there are any
other requirements we must meet in order to have the building
permit issued. You may reach me at (716) 684-9000.
Very truly urs,
~
Christ Gaetanos, Esq.
CG/lld
Enclosures
cc: Tom Masters, w/enc.
~
. . .
Page 3
of any provision hereof, shall in no way be construed to be a waiver of auch
provisions, nor in any way affect the validity of this agreement or any part
hereof, or the right of the County [o hereafter enforce each and every such
provision.
SECTION 9 - LIABILITY
Use of the premises under this agreement will be entirely at the Licensee's own
risk and the Licensee expressly agrees to indemnify and hold harmless Spokane
Countq and all ita officers, agents, emplcqees or otherwise, from any and all
liability, loss or damage that they may suffer as a result of claims, demands,
actions, dalaages or injuries of every kind or nature whatsoever by or to any and
all persons or property or judgments against them which reault from, arise out of,
or are in any way connected with the use of the premises by the Licensee under the
terme of this agreement.
SECTION 10 - NOTICES
All notices called for or provided for in this agreement shall be in writing
and muat be served on any of the parties either personally or by certif ied mail
sent to the partiea at their respective addresses hereiaabove given. Notices sent
by certified mail shall be deemed served when deposited in the United States mail,
postage prepaid.
SECTION 11 - HEADINGS
The article headings in this agreement have been inserted solely for the
purpose of convenience and ready reference. In no way do they purport to, and
ehall not be deemed to, define, limit or eactend the scope or intent of the articles
to which they appertain.
SECTION 12 - ALL WRITINGS C4NTAINED HEREIN
This ggreement contains all the terrns and eonditions agreed upon by the
parties. A1o other understandiags, oral or otherwise, regarding the sub3ect matter
of thie agreement shall be deemed to exist or to bind any of the parties hereto.
The Licensee has read and underatands all of this agreement, and now states that
no repreeentation, promise, or agreement not expressed in this agreement has been
made to induce the Licensee to execute the same.
IN WITNESS WHEREOF, the parties hereto have caused this agreement to be
executed on the day and year first set forth above.
BOARD OF C4UNTY CONMISSIONERS
OF SPOKANE COUNTY, WASHINGTON
ATTEST:
WILLIAM E. DONAHUE
Clerk of the Board
sy:
Deputy Clerk
BELLEi VISTA GROUP, INC.
~
atrici A. CipC6. President
~ ~
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Acceas from Sprague Avenue #2312 and Farr Road #1201-D acrose the premisea to
the lands described on Attachment "A" ahall be limited to "as built" iagress and
egresa.
The Licensee shall inatall landscaping and '208' drainage treatment in
accordance with a plan approved by the County. In the event this license is
terminated by Spokane County or lapses by reason of non renewal by the Licensee,
the Licensee agrees to place upon hie own property the '208' drainage treatment and
landscaping as required bq county regulations.
Maintenance of all improvements including landscaping and '208' drainage
treatrnent shall be the responsibility of the Licensee.
The license is revocable at will and non-assignable aad does not exclude
poesession, either wholly or partially by the County of the premises aub3ect to the
license. Tbe privilege given herein is not exclusive and the County reserves the
right at aay time to grant other or similar privileges to use and occupy the
premises.
SECTION 3- LEASEHOLp EXCISE TAX
The Liceusee hereby acknowledges to the extent that this license is sub3ect to
the "Leasehold Excise Tax" as set forth in Chapter 82.29A RCW as now or hereafter
amended the same shall promptly be paid by the Licensee.
SECTION 4- COMPLIANCE WITH LAWS
The Licensee shall comply with and abide by ALL federal, state, county,
municipal and other statutes, ordinances, laws ard regulazions effecting the
premises, including but not limited to the Spokane County Zoning Ordinance.
SECTIOAI 5- MAINTENANCE OF RECORDS
The Liceasee shall make available to the County or the Washiagton State Auditor
or their duly authorized representatives, at any time during their normal operaCing
hours, all records, books or pertinent information which the Licensee shall have
kept in conjunction with this agreement and which the County may be required by law
to include or make part of its auditing procedures, an audit trial or whicb may be
required for the purpose of funding the services contracted for herein.
SECTION 6 - MODIFICATION
No modification or amendment to this agreement shall be valid until the same is
reduced to writing and executed with the same formalities as this present agreement.
SECTION 7 - VENUE STIPULATION
This agreement has aad shall be constructed as having been made and delivered
in the State of Washington, and the laws of the State of Washington shall be
applicable to its conetruction and enforcement. Any action at law, suit in equity
or judicial proceeding for the enforcement of this egreement of any provision
hereto shall be instituted only in the courts of competent jurisdiction wit6in
Spokane County, Washingtoa.
SECTION 8 - WAIVER
No offtcer, employee, agent or otherwise of the County, has the power, right or
authority to waive any of the conditions or provisione to this agreement. No
waiver of any breach of this agreement shall be held to be a waiver of any otber or
subsequent breach. All remedies afforded in this agreement or at law shall be
taken and constructed a9 cumulative, that is, in addition to every other remedq
provided herein or bq law. Failure of the County to enforce at any time any of the
provisions of this agreement or to require at any time performance by the Licensee
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
LICENSE AGREEMENT
THIS AGREEMENT made and entered into this day of , 19 ,
by and between Spokane County, a political subdivision of the State of Washington,
having offices for the transaction of business at West 1116 Broadway Avenue,
Spokane, Washington 99260, hereinafter referred to as the "County", and Bella
Vista Group, Inc., having offices for the transaction of business at 6495 Transit
Road, Buffalo, New York 14026 hereinafter referred to as the "Licensee", jointly,
hereinafter referred to as the "Parties".
W I T N E S S E T H
WHEREAS, pursuant to the provisions of the Rev3sed Code of Washington, Section
36.32.120(6), the Board of County Commissioners of Spokane Countq, has the care of
County property and the management of County funds and business; and
WHEREAS, Spokane Countq is the owner of Sprague Avenue #2312 and Farr Road
#1201-D right of way loca~ed in the Northwest Quarter (NW 1/4) of Section 20,
Township 25 North, Range 4~ East, W.M.; and
I
WHEREAS, Bella Vista Group, Inc. desires to utilize a certain portiom of
said Sprague Avenue and Farr Road for the purpose of ingress and egress to '
Licensee's property, landscaping and '208' drainage treatment described on
Attachment "A", and
NOW, THEREFORE, for and in eonsideration of the mutual promises set forth
hereinafter, the partfes hereto do mutually agree as fellows:
SECTION 1 - PURPOSE
Beginning JALy i , 1988 , the County hereby grants the Licensee a
licertae to use the f ollowing described right of way hereinaf ter ref erred to as ~he
"premises" for the purpose of ingress and egress to Llcensee's property,
landscaping and 1208' drainage treatment;
That portivn of Sprague Avenue and Farr Road located in the Northwest
Quarter (NW 1/4) of Section 20, Township 25 North, Range 45 East, W.M.,
being described as follows:
§prape Avenue - #2312
The North 20 feet of the West Half (W 1/2) of Tract 237 of OPPORTUNITY, as
per plat thereof recorded in Volume "K" of Plats, Page 20, in the Spokane
County Auditor's Office, EXCEPT the West 10 feet thereof.
Situate ia the County of Spokane, State of Washington.
Farr Road - #1201-D
The East 4 feet of the West IO feet of Tract 237 of OPPORTUNITY, as per
plat thereof recorded in Volume "K" of Plats, Page 20, in the Spokane
Countp Auditor's Office, EXCEPT the North 10 feet thereof.
Situate in the County of Spokane, State of Washington.
SECTION 2- CONSIDERATION AND TERM
For and in consideration of the privilege to use the premises for ingress and
egress, landscaping and 1208' drainage treatment, the Licensee shall pay to the
County One flundred and no/100----Dollars ($100.00) per year.
~
~
Bo oVista
The Beila Vista
Group, Inc.
June 7, 1988 Spokane County Enqineers &P.*4 N~~~y•~
N. 811 Jefferson
Spokane, WA 9 9 2 6 0
~ ~ ~ .r,~ r•. "
Attention: Steve Horobiowski
RE: Home Club Buildinq Materials Center, Southeast Corner
of Sprague and Farr Road ZE-45-86
Gentlemen:
As you are aware, we are in the process of obtaining a
building permit for the referenced project. The project
is now under construction on the authority of a Fast-Track
Permit and is progressing rapidly. In order for the
project to continue smoothly it is necessary to obtain the
final building permit very soon. It is our understanding
that the last remaining exhibit required in order for the
planninq Department to sign-off on the buflding permit is
a License Agreement to locate landscapinq and `208'
facilities on the right of way of Sprague Avenue and Farr
Road.
The license agreemerit is to be drafted by Mr. Bezt Haight
in the Right of Way Department, however, as of this date,
we still do not have a license agreement to execute. our
consultant has spoken with Mr. Haight several times during
~ the past week, checking on the availability of the
aqreement. We expect that it may be ready sometime this
week.
Because we are under increasing pressure to obtain the
final bui2d3ng permit we respectfull,y request that you
accept this letter as our assurance that we have reviewed
a draft copy of an earlier License Agreement and will
execute the required License Agreentent when it is
available. I hope that this added assurance from us will
allow you to siqn-off on the final buildinq permit so that
the project can continue to move forward.
Sincerely,
BEL VISTA GROUP, INC.
~i~~`~~ /'G '~7~04 •
Thomas R. Masters
The Belta Vista Group, lnc
6495 Transit Rood
Buffa(o, New York 14026
(716) 6a4-9000
Development Monagement Investment
.
?COO PACO° SUBMERSIBLE 08a
~ SUMP PUMPS
PACO Type SM Submersible Sump ~
Pumps offer a modern approach to
~ pumping drainage and waste water.
The compact pump and motor unit is
Durabte 30-h multi-conductor ~ installed out of stght, in the wet well,
cabte stendard wnth all umts ' conserving valuable floor space above
Eooxy-seaied conneccor acvjaes " the cover plate. The electric motor is
vvater-ttght seal for ail mators
~ - especially designed for use with non-
-
clog pumps and carries the Under-
writers Laboratories label for use in
z~ Ciass 1, Group D hazardous locations.
Corrosion-rea,stant cast The submersible motor features an
Iron mator frame oversized stainiess steel shaft with tan-
Thermal overload protection dem mechanical shaft seais. A unique
ts standerd for all motors moisture sensing probe is instatled in
the inner seal chamber to detect mois-
~
ture and warn of impending outer seai
Mwsture sensing probes quickly
warn of impending seal failura failure. HeavY-dutN ball bearin9s are
provided to carry all axial and radial
Tenctem seals p►rnnde comp{ete thrust 1oedS.
iniernsl motor protection '
~ PACO Type SM pumps are available
Close coupltng insures in sizes through 2" discharge, capaci-
permanent sheft atignmen Discharga ties to 250 GPM and heads to 110 feet.
~
For larger applications, refer to PACO
Ssmf-open impelter ~ Type NSC pumps, 6ulletin D1a.4.
mounts directly to ~
motor sheh ,
A variety of aiitomatic level controls
Mesvy cSSt iro
aif8,ner and accessories are availabie to match
requirements.
1750 RPM SELECTION TABLE
• ~
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3 33, 3,, 5 5 5 5
i 1% 3 3 3 a 5 . 5 5 6 5
3 3 3 3 5 5 '5 S"
1 13~ 3 3 ,3 3• 3- S 5 5 5•`5 5
~ 1 1 3 3 3 3 5 6 5 5 5 5 5
1 1 9 3~ _3 3 3 3 5 5-1-4 dA f! y 5 5 5 71~
3 3 3 5 S 5 ~ B 7% 7'f,
3 3 5 5 5 6 5 5 5 5 _7% 7'h
3 5 5 5• ' 5 5 5 5 5 7% 7% 1~2 M
• ~ t~ 5 5~ 5 5 5 5 5 7'h 7% T% 7% 7'rS 714 7X
5 6 5 5 7% 7% 7% 7'h 7% 7% 7%
5 T% 7'ti 7% 7% Rgures shawn on selection chaR ere recommended motor harapowers fot each eondrtion Igted.
For 1150 RPM performar«s artd specifrc performance curvas, refer to PACO eatalog seation 07b,.1.
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PUMp Dt9CH. SOLIDS- MOTOR MOTOR H.P. 0 RPM I MODEL SiZE PASSING FRAME 1750 A B C D E F G
NO. SIZE NO. 1-PH ; 3PH
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~ 1574-0 1-1/2 1/4 140TY 1,1% 11. 114 28-7/8 43/4 13-3/4 6-7/8 6-5/8 5-5/8 5-5/8
140TY 1.1 2! 1.1%, 2.3 2&7/8
20M 2 9l16 1 47l8 15 7-1/4 6-1/4 6 5-1/2
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140TY ~ 3 30-3/8
2011-0 2 3/8 180TY 3 15. 7% 31 7-1/4 17 83/16 7-1/2 7-3/4 7• 1/4
ALL DIMENSIQNS IN INCHES 1
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A & E SPECIFICATIONS
The contractor shall furnish and instalt, as shown on Motor controts shall consist of a single dupiex con-
the drawings and described in these specifications, trol panef (in a general purpose enclosure, or weather-
one duplex wbmers+ble wmp pump system proaf dead-front enclowre) Panel vinll contain circuit
breakers or fuseable disconnects, magnetic starters
The system shall include two heavy-duty submersible with ambient compensated overloed relays and quick-
screened sump pumps vtinth close-coupied submersible tnp heaters, electric alternator, hand-off-auto selector
electric motors Motors shall be designed for use in swiiches, moisture sensing re(ay, panel alarm Iight,
hazardous tecations and carry Underwriters Laboro- and externally mounted flashing red light Eacfi con-
tories Class 1, Group D label Each pump shall have trol panel shall be pre-wired and factory tested. Level
a grey iron volute, and a semi-open type impeller de- sensors shall be of ihe bulb type designed for wet well
siqned to pump drainage and waste water. Each sump apptication.
motor shall be designed for continuous duty and have
tandem mechanical shaft seals and built-in thermal Each pump shall have a capacity of GPM
oYertoad protectiocL The inner seat c.hamber shall at a total head af FT. Motors shall be rated
have taeo moisture sensmg ptobes. at HP, RPM. Phase
Heru, Vofts.
A ground level sump cover and curb frame shall be
furnished comptete wrth manhole plate and vent Sump pump system shall be PACO Type SM as manu-
fiange factured by Pacific Pumping Company.
PACIFIC PUMPING COMPANY PACIFIC PUMPING COMPANY OF CANADA 4
po; OIW810N Cg BwL11a[011E 4tRCOri COYDAwY CKC A MERCU i CO INt, 8u83101AM 0 01V151C1n af MLTIMQIFE AcRCQTt iNTEMMEIpGIN C"f3RATtCp ~
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P O BOx 12924 • 845-92nd Ave • 08kl8nd, CA 84804 35 StrtdalR Ave • C3eorgBtown, OeWm, Cgnada
Pter►r Locadons Oaktand CA • Dallas TX • Los Artgeles CA • PoTiEand OR • MDtford. DE •Georgetown Canada
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PER FORMANCE CURVES
D8b.1 ' SUBMERS[6LE SUMP PUMP
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1750 RPM
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OFF I CE OF THE G[]UNTY ENG I NEER
SPOKANE, WASH I NGTOIV
,
Marc~ 21, 1968
,
TQa file
FROM G lVe 1 son
SUF3J:, Deviation for uSLng R.Q.,Wp far 2Q8 drainage requzrements ZC 45-86
The attacMed sZte plan. and qes:ign rlevzatxvn request a.s to Ltse tMe County
r-Lght of way f,or 208 drainage purposes. Tha.s 'has been done tar at least
prvposed? for Jack Pring in conjLtnctxori with ZE 57-87,, The condi,t]flf15 for
that zorip charige are attached as we3, 1. We have prepared a 1 tcense
agr eempnt f or Lhe Lit a L lzat zs~n of that r ygh#. of way (eopy attached Th is
agreemenL stat'es the R.O.W. can be used LAntil terminated by tl-:e Gountyp
then "the Licensee agrees tex replace the "208" draanage treatment and
landscapingg t,n accorcfance with County requxrements upon the I-icensee's
adjacent properi_y. " ThY.s mear~rm that the appl ican1. wi].1 have to have
suf f scient 5pace to put the 208 bac4c Qn hzs property and st7 11 meet a11
atMer County codesq ancludang parE-ing z►nd landscap'ing.
I rer_ommerid we appruve fi.his and use the Lrcense agreement pr•oposed
f or tMe F'r 2ng pr oper'ty.
ze5787b
/sample
~
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OFFICE OF THE COUNTY ENa'INEER
• SPOKANE, WASNINQTON
MarCi-w 21, 19$8
~
TD4 f x Ie
FROM: 6. Ne d son
SUBJ: ZE 45-86 cles'lgn deviatxbn far approach
The atf ached design cfevz~tion is beir►g submitked because 4.he arigxnal
cdnd i2. xon ef tf7e aone change requ1 r ed (under cond z t zon #14,) "that the
driveway approach a2 the iniersLction af IsL. Avenue and Farr Road be
coristructetl in alignment with lst. Avenuew" This was requlred because- the
or 3 gxnal s itp p 1an tA5EC1 for 't-he zone change showed the approach to he
off ret L,y one ha1 fthe wa.dth of the approach,n The new sit2 plzn is a
ccamplete re--desagn ancl has moved the approach north apRro;cimately 90 feet (
see attached zone change 4' ile anO revi5ed sate p].an). Therefore,, this
slIQ`Ild bE an acceptab 1 e a1ignment9 and the des igri dev1 ati on shou1'cJ tae '
approveci.
Ze5787a
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. s ltLQUt5T F'Ult UL51 GN UtVl A f l UN
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ROAD NAME Farr Road/Sprague Avenue
DATE March_17., 1988 GItY/RID/PLAT/Z.C. Nu. ZE-45-86
t'EDEkAL/STATE YKQJEC'C NO.. NLA _ • -
PROJECT TiTLE _HOME CLUB PROJECT LIMiTS S. E. corner
of i ntersection of+Farr RoAd_ And S, orague Av~e,.u__,.AAproximatel y 600 al nno
Farr Road_alid_330 ft:~QM Sprague-Aywyg. Sle attached site olan
EXISTING CONI)ITIONS:Farr Rd: 301,no curb or sidewalk-M.
OPOSEU IMPROVEAlENT.
ROAD WIDTH Sprague Ave: 7 improved traffic lanes `w20' center to curb w/sidewalk, E.1/2
ROAD SUR~~pcE A~hal t~ave er o improvement prooosed
AVG. DAILY TRAFFIC ~ ,aAspffa`rf pavemerlt
Cu rren t De sign Year
PROJECT DESCttI!'TION
-
DESCRIPTION OF STANDA1tD INVOLVED 470+ space aarkinv 1 ot wjrel ated storm drai nagg
improvements to serve buildinq materials and home Imorovement retail center.
See attached plan. -
PROPOSED DESIGN DEVIATION Utilize aanroximatelv 5 ft and 20 ft. wide
R
JW alonq Farr Road and SQraaue Ave. p.rs r'ver, lv, for landsr.aoina a[,d
qrass aercolation areas. -
.
JUSTIFICATION In order to der_qlo
p_9ro.ieQLxQugh1 - y as hown, Countvr P1 ann1 pg wi 11
require adherance to new zonina code which reauires at,vne III landscape, huffPr
al onq Farr Road and Sr ~t g._A". jodscaning and ' 208' can be cnnnbi n_d to crpatp
an attractive, well maintained lands~ape frantage beneficial to hoth the Count,T and
the pro,~ect sponsor. Uti1 i ti es who ray now occugv thi s area can rem in unaffP __ed
or be relocated at no exnense to CQpnfi v.
.
Current Countv plans do not reauire '208' treatment for this sectifft nf Farr -
Road. Spraque Ave. '208' facil i,t~g' s have been,P-1drtia]1,y cnmstructed and &rp
planned for the railroad riaht of way imrqedlatelv to the south of oro,ect sitp
Submitted By
P-
D te
~ ~ r
5TAFE' -kLGt1MMtNUA ()NS
- -----r ~
- - . . ~ . -------N-,
• ~ • •
------•------•----------~w.--------
-
Approvr Not Appruved ~
-
~ cton Engfneer Date .
,
.
- -
Approved Not Appruved
❑ D ~ Traff9c Engineer Date
- - - - • - - ,
- -
- . - - - ~
- ' ~
Approved Not Approved
ti Of f ice Engineer Date
0j5.- WLLl"~ 1=4 CC-1ic ~ ~C~1.~~ri~►1 - ~ . _ ~ .
Approved Not Appcoved
. Li vision cngineer ~ Date i .
~ - -
~ Z~e .
-
-
- -
Approved Not Appruvrd _ _/Da-
~ County Engineer te
L7 ~ ~
,
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FACSIMILE TRaNS11AISStO[V
.6POKANE QW(V?'Y P_,MiC 11UORKS- ENGINEERS~iv
jV. $11 JEFFER~4N PQKMFe ViL4 99260--oOIBQ
OATE: Ti ME:
, - -
TO: '
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LOCATtON: _ - ,
Fax TELEPHoNE. . e9o
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votcE -rEi.EpHoNE:
FRo M; GArZy L s o*j
L4CATlON:
fAX YELEPiiONE:, .5-6 VOtCE TEI.EPHONEo 5-0 Z 5-;~~ _
COM MENTSo I i
i - paGE J- oF .
.
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ASPHALT COtiCRETE PAVEMENT
COMPACTION CONTROL REPORT
Date
~
-~'Contract No. SR No. Gauge No N-XGg* Project Engineer
Sect ion ~r• ~,s~ ~.S'-'-,
i ~ . i~ e
,
U.L. Offset' Read- orr.Ga % % Sta.to -?cOe to Sta.,6,--~&go
Sta. Oens. Depth ings Av . orr.UL Std. Rice Control Lot No. / Tons-.7-7j
~ ACP ~ ATB Tht ck
114~. Class (D C, E, F, G
~
o~ • Lane: Lt. or Rt. ; E8, WB, NB, S8
/~b/ ~3• fo +2-S-3 Ot he r
.
Leveling V Wearing
Std Densi~y Rice DensitX Atf;2
L?
~?A Rollers 1 I
r~•9 Passes I I
Temp: Mat Air
Remark$_7,
m ' ,eb,► ~ c~b.
Avg. ~ I 1 I I , ug orrection actor~.1-
U.L. ffset Read- :orr.Ga % % Sta. to Sta.
Sta. Dens. Depth in s Av .:.orr.UL Std. Rice Control Lot No. Tons
~ ACP AT8 Thick
I
~ Class B, C, E, F, G
- ~ Lane. Lt. or Rt.; E6, WB, NB, Sg
~ Other
Leveling Wearing
~ Std.Dens2_!y Rice Density
~ Rollers I I ( Passes
r Temp: Mat Air
Remarks
Suon I~ i I I I
Av4. I I I I ~ Gauge Correction Factor
U.L. ffset Read- :orr.Ga % % Sta. to Sta.
Sta. Dens. ~Depth in s Av .:orr.UL Std. Rice Control Lot No. Tons
~ ~ ACP AT8 Thick
~ Class B, C, E, F, G
~ Lane: Lt. or Rt.; EB, WB, NB, SB
~ Other
C Level i ng Wearing
~ Std.Dens2_~y Rice Density
( Rollers I I
~ Passes I I
~ Temp: Mat Air
~ Remarks
Sum I I I I I I
Avg. I I I I I I Gauge Correction Factor '
Inspector Street Inspector2" Contractort~
Comnents• 'f
g'-b"r-rto I*tl J ;
INSPECTOR'S SIGNATUR~"~ 00~
" z Z4 A I y`'
. .
, . . .
SPOKANE COUNTY DEPARTMENT OF 6UILDING AND SAFETY
NORTH 811 JEFFERSON
SPOKANE, WASHINGTON 99260
(509) 456-3675
~ I~aly fhat I tsave exemined this permit er►d state khat fhe information contafned in it and subrrdtberl by me or my awt to compAe satd pemlt la true and cornecl. In
additicn, i have read and understand the IN3PECTTON REClU1REMEtJ1'S/NOTICE pmvlsbns itcluQed herein pnd e8ree to oorrtply with saim Ap provfoorts of kwus erld
ocdinanaes governing thia type of work wfll be ccmplied with wheth8r specNled twefrl or poL I understand that the (sstrartce o! this p@rmH endan, y 8ubseqUeni tnspectbn
appravals or Cerlficates ot Qccupancy shai) not be oonstWd to Blve autTwity to vblaDe or cancel ihe provteons at arry state ar latal Iaw repukting cwnstncibn, or as e
warranty cf contarmaroe wiih the qrovWom of ary state cr local taws reguhaft oonstnufton ~
SfGNATURE OF APPUCATION
OWNER OR AGENT DATE
1
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DATF-- , 4/'19/88 F'AtrE-- 01
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~lr... i 1iA ♦-FROUP .1 1~~ , PHOI'<f" 116 61a4 9000
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3 c a The Bella Vista
Group, Inc
May 22, 1988
Spokane County Engineers
N. 811 Jefferson
Spokane, WA 99260
RE: Home Club Building Materials Center, Southeast Corner
of Sprague and Farr Road ZE-45-86
Gentlemen
Please be aware that we plan to install landscaping and
12081 storm water disposal facilities for the referenced
project within the County Right of Way for Farr Road and
Sprague Avenue as previously approved in a Design
Deviation Request. Consider this letter our release of
liability to Spokane County for damages which may be
incurred to the planting area from any public use of the
rights of way.
Sincerely,
BELLA VISTA GROUP, INC.
DEVELOPER
itUAW 9 ~ .
Thomas R. Masters
The Bella Vista Group, Inc
649v Tronsfit Rood
3uffalo NPw Wortc 14026
° 7i6) 684 9000
oltiprnenf Management InvESrrfitorlt
c ~
Je•
.
Figure 2
CGBBIBOU OF EIISTIN"v PIQING 3YFE 'l' COBB
STRBEZ Farr ioad DATE 4/15/88
PBOdBC'f gose Clut BI HfiC 1/2 P6oIBG iilDtH 20 00
FiIbD INF08NsTI0N GFFICE CALCQbIYI0H5
SFaPION CL bLEq IF ebEV DiSTSNCE CL 6flLDI CRBSS i/Z Px- BiN G0B8 RI% COBB F101451D GBbDB CBaSSSLOPB
CL 14 BP SLOPI DIS3 Ci, BP -4.5z -21 CORB BL PBOPOSBT
4807 48 98 61 98 36 10.84 U 023 9.20 99 43 88.68 98 55 0.0337
-Q 01435 -0 01529
4650.00 98 64 97 69 10.80 0.029 g 20 97 78 98.01 99 90 0.0315
•Q 03020 -0.43000
4700.00 96 43 96 1S 11.00 0.027 9 04 96 29 96.51 96.40 0.032,11,
-0.03460 -0.03000
4750 00 94 75 84 67 11.20 0 007 8.80 91.79 94.99 94.90 0.0307
-0 03580 -0.03900
4800 DO 92 96 92 72 11.20 0.021 8.80 92.82 93 04 92.95 0.0307
-0 03325 -0 03304
4848 42 91 33 91.12 1150 0.020 8.50 91 24 91.45 91 35 0.0318
-0 43625 -0.03387
l900 00 89.48 89.28 11.50 0 017 8.50 89.40 89.61 89.50 0.0329
-0.03120 -0.03100
4930 00 81.92 87.57 11.50 0.030 8 50 87.69 87 90 87.80 0.0318
-0.03500 -0 03104
5000.00 86 11 85 97 11 80 0 017 6.10 86.11 86 31 66.25 0 4272
-0 02280 -0.02500
5450.00 85 03 84 75 12 30 b 023 770 84 90 85.10 85 00 0.0325
-0.01300 -0 0I440
5100 00 81.28 84.04 12.30 0 OZO 7 70 84 19 84.39 84. SO 0.0312
-0 01200 -4 00840
5150 00 83 68 63.50 12.30 0.015 1 74 63.65 83 85 83.85 0.0185
-0 00440 -0 00800
5200 04 83 46 83 27 12 30 0 015 9 70 88 42 83 62 63.45 0.0416 ~
-0.01267 -0 00162
5237.10 82.89 83.02 ZO 00 -0 002 0.00 83 52 83,52 83.39 IDIQ/0'
~
~
~
RESOLUTION N0. 813 0628
BEFORE THE BOARD OF C4UNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON
IN T8E MA►TTER CONCERNING EXECUTION OF A )
LICENSE AGREEMENT WITH SHEA CONSTRUCTION, INC. ) RESOLUTION
A PORTION OF CHICAGO, MILWAUKEE, ST. PAUL, )
PACIFIC RAILROAD COMPANY RIGHT OF WAY )
WHEREAS, pursuant to the provisions of the Revised Code of Washington, Sect3on
36.32.120(6), the Board of County Commissioners of Spokane County has the care of
County property 8nd the management of County funds and business; and
WIiEREAS, Spokane County ia the owner of the North 100 feet of Block 242 of
Opportunity located in the Northwest Quarter (NW 1/4) of Section 20, Township 25
Nor[h, Range 44 East, W.M.; and
WHEREAS, Shea Constructioa, Inc. desires to utilize a certain portion of ssid
Chicago, Milwaukee, St. Paul, Pacific Railroad Company right of way for the purpose
of ingress and egress to The Bella Vista Group, Inc. building site to the North,
coupled with temporary storage of building materials, employee parking and
construction trailers; and
WHEREAS, for and in consideration of the license, Shea Construetion, Inc. will
pay the sum of Five Hundred and no/100 Dollars ($500.00) commencing on the 18th day
of May, 1988, and terminating on the 15th day of October, 1988.
NOW9 THEREFORE, BE IT HEREBY RESOLVED by the Board of County Commissioners of
Spokane County that the Chairman of the Board of County Commisaioners or a majority
of the Board is hereby suthorized to execute at other than an open meeting =he
8ttached agreement pursuant to which a revokable Iieenee will be granted to Shea
Construction, Inc. ,
PASSED AND ADOPTED by the Bogrd of County Comrnissioners of Spokane County,
this 28th day of June , 1988.
BOARD OF COUNTY COMKISSIONERS
OF SP E COUNT'y, WASHINGTON
.
W-W
.
.
.
ATTEST:
WILLIlIM ONAHUE
Clerk t Board
By
Deputy Clerk . ; ~Ii uMi.! t
.
~Ffjw o l1, G E 14 9 0
~J
• Page 2
SECTION 4- COMPLIANCE WITH LAWS
The Licensee shall comply with and abide by ALL federal, state, county,
municipal and other statutes, ordinances, laws and regulations effecting the
premises, including but not limited to the Spokane Countq Zoning Ordinance.
SECTION 5- MAINTENANCE OF RECORDS
The Licensee shall make anailable to the County or the Washing[on State Auditor
or their duly authorized representatives, at any time during their normal operating
houra, all records, books or pertinent information which the Licensee shall have
kept in conjunction with this agreement and which the County may be required by law
to include or make part of its suditing procedures, an audit trial or which may be
required for the purpose of funding the services contracted for herein.
SECTION 6 - MODIFICATION
No modification or amendment to this agreement shall be valid until the same is
reduced to writing and executed with tbe same formalities as this present agreement.
SECTION 7 - VENUE STIPULATION
This agreement has and shall be constructed as having been made and delivered
in the State of Washington, and [he laws of the State of Washington shall be
applicable to its construction and enforcement. Any action at law, suit in equity
or judicial proceeding for the enforcement of this agreement of any provision
hereto shall be instituted onlq in the courts of competent jurisdiction within
Spokane County, Washington.
SECTION 8 - WAIVER
No officer, employee, agent or otherwise of the County, has the power, right or
sutharity to waive any of the conditians or provisions to this agreement. No
waiver of gny breach of this agreement shall be held to be a waiver of any other or
aubsequent breach. All remedies afforded in this agreement or at law shall be
taken and constructed as cumulative, that is, in addition to every other remedy
provided herein or by law. Failure of the County to enforce at any time any of the
provisions of this agreement or to require at any time performance by the Licensee
of anq provision hereof, shall in no way be construed to be a waiver of such
provisions, nor in any way affect the validity of this agreement or any part
hereof, or the right of the County to hereafter enforce each and every such
provision.
SECTI4N 9 - LIABILITY
Use of the premisES under this agreement will be entirely at the Licensee's own
risk and the Licensee expressly agrees to indemnify and hold harmless Spokane
County and all its off icers, agents, employees or otherwise, from any and all
liability, loss or damage that they maq suffer as a reault of claims, demands,
actiona, damages or injuries of every kind or nature whatsoever bp or to any and
all persona or property or judgments against them wbich result from, arise out of,
or are in any way connected with the use of the premises by the Licensee under the
terms of this agreement.
SECTION 10 - NOTICES
All noticea called for or provided for in this agreement shall be in writing
and must be served on any of the parties eitiher personally or by certified mail
sent to the parties at their respective addZesses hereinabove given. Notices sent
by certified mail shall be deemed served when deposited in the United States mail,
postage prepaid.
.
,
.
SPORANE COUNTY ENGIAIEERING DEPARTMENT
Vf F'' `
Spokane County, Washin ton 980 F~.Gf
g 1489
LICENSE AGREEMENT
THIS A6REEMENT made and entered into this 8th day of July , 19 gg ,
by and between Spokane County, a political subdivision of the State of Waehington,
having offices for the transaction of business at West 1116 Broadway Avenue,
Spokane, Washingtoa 99260, hereinafter referred to as the "County", and Shea
Construction, Inc., having offices for the transaction of business at North 331
Fancher Road, Spokane, Washington 99212 hereinafter referred to as the "Licensee",
jointly, hereinafter referred to as the "Parties".
W I T N E S S E T H
WHEREAS, pursuant to the provisions of the Revised Code of Aashington, Section
36.32.120(6), the Board of County Commissioners of Spokane County, has the care of
County property and the management of County funds and business; and
WaEREAS, Spokane County is the owner of the North 100 feet of Block 242 of
Opportunity located in the Northwest Quarter (NW 1/4) of Section 20, Township 25
North, Range 44 East, W.M.; and
WHEREAS, Shea Construction, Inc. desires to utilize a certain portion of said
Chicago, Milwaukee, St. Paul, Pacific Railroad Company right of way for Che purpose
of ingress and egress to the Bella Vista Group, Inc. building site to Che North,
coupled with temporary storage of building materials, employee parking and
construction trailers; and
NOW, THEREFORE, for and in consideration of the mutual promises set forth
hereinafter, the parties hereto do mutually agree as follows:
SECTION 1 - PURPOSE
Beginning May 18, 1988, the County hereby grants the Licensee a license to use
the following deacribed righC of way hereinafter referred to as the "premises" for
the purpose of ingress and egress to the Bella Vista Group, Inc. building site to
the North, Coupled with temporary storage of building materials, employee parking
and construction trailers;
That portion of Chicago, Nlilwaukee, St. Paul, Pacific Railroad Company
right of way located in the Northwest Quarter (NW 1/4) of Section 20,
Township 25 North, Range 44 East, W.M., being described as follows:
The North 100 feet of Block 242 of Opportunity located in the Northwest
Quarter (N6,T 1/4) of Section 20, Township 25 North, Range 44 East, W.M.
Situate in the County of Spokane, State of Washington.
SECTION 2- CONSIDERATION AND TERM
For and in consideration of the privilege to use the premises for ingress and
egresa to the Bella Vista Group, Inc. building site to the North, coupled with
temporary storage of building materials, employee parking and construction
trailers, the Licensee shall pay to the County Five Hundred and no/100 Dollars
($500.00) commencing on the 18th day of May, 1988, and terminating on the 15th day
of October, 1988.
The license is revocable at will and non-assignable and does not exclude
possession, either wholly or partially by the Countq of tbe premises subject to the
license. The privilege given herein is not exclusive and the Cocinty reserves the
right at any time to grant other or similar privileges to use and occupy the
premises.
SECTION 3- LEASEHOLD EXCISE TAX
The Licensee hereby acknowledges to the extent that this license is subj ect to
the "Leasehold Excise Tax" as se[ forth in Chapter 82.29A RCW as now or hereafter
amended the same shall promptly be paid by the Licensee.
980 P,.:: 1491
• • ' ~ Page 3
SECTION 11 - HLADINGS
The article headings ia this agreement have been inserted solely for the
purpose of convenience and ready reference. In no way do they puzport to, and
sball not be deemed to, define, limit or extend the scope or intent of the articles
to which they appertain.
SECTION 12 - ALL WRITINGS CONTAINED HEREIN
This agreement contains all the terms and conditions agreed upon by the
parties. No other understandings, oral ot otherwise, regarding the subject matter
of this agreement shall be deemed to exist or to bind any of the parties hereto.
The Lfcensee has read and understands all of this agreement, and now states that
no representation, promise, or agreement not expressed in this agreement has been
made to induce the Licensee to execute the same.
IN WITNESS WHEREOF, the parties hereto have caused this agreement to be
executed on the day and year first set forth above.
BOARD OF COUNTY COMMISSIONERS
OF SPO COUNTY, WASHINGTON
- K*E5L0&-
ATTEST:
WILL . ONAHUE
Cler o he Soard
By.
Deputy 4Cler
.
.
SH CO 4R.hearf-Owner
. By : David 7 l lk t;'•),' I~ w
r• ..~,~~..Jt
U
JuL -2 3 45 PM 'dU
vfrILu:,H r. ~ ,r
,SPQKAK,--.
' • • • _
7
i
DRAINAG$ ANALYSIS
Home Club
ZE-4b-86
Sprague & Farr
, -
Prepared by
Inl'and,Pacif ic Engineering
Sauth 25 Altamont,
Spokane., WA 98202
635'-1410
1
. ,
The proJect is a large retail store located on an eight acre site
at the eouthea6t corner of Spra.gue Avenue and Farr Road in the
Spokane Valley. Sheet 75 of the soil Survev of Svogane Cauntv,
Washington (copy attaehed) Bhows that the Boil type of the Bite
is GgA (Garri6on gravelly loam) which is a rapidly drained and
exceBSively permeable Boil.
~
The purpose of this analysi6 is to determine Btormwater runoff
which will be created by rainfall of a 10-year deBiSn storm and
to Biae draina8e facilitie6 to d1spoBe af this runoff. BeeauBe
the pro3ect is located in the Aquifer Sensitive Area and
therefore BubJect to the '208' Guidelines, this analysis will
alBO determine th e of grasay '208' percolation pond
Btorage areas of either 8" depth required to provW #.rA$tment
for the first 1/2 o recipitation falling on all imperviou6
surfaces on the site. Impervious surfaees include all asphalt
paving, concrete curbing and gidewalks, and roofa.
The site is divided into eight drainage basine. (See attached
eite plan.) Runoff from a portion of the driveway on Farr Road
immediately north of First Avenue will drain onto Farr and be
disposed of in dryaellB on Farr near Sprague. A drainage
analysis for the Farr Road improvements hae been eubmitted
eeparately. North of Basin "G" in the northeast quadrant of the
Bite is a Bmall area of paved driveway whose BtormABter runoff
will not be disposed ot on-Bite. This area has an area of
approximately 280 sq. ft. or .006 aares. BBSUmin$ a time of
concentration of leBB than five minutea, the diBCharge ereated by
this area would/'be Q= CIA =.90 * 3.18 x.OQ6 =.018 cfs, which
is negligible.✓
Stormwater flows from geven of the eight baains will flow towards
the "208" grass percolation ponds, where existinB drywellB (in
Poad B1) and proposed dryaells (in the other ponds) aill diBpoge
of runoff. Flows from 8aaine "C" and "B" will be combined to
allow for '208" treatment Which would otherwise not oacur because
Basin "C" '208' pond eize is too small. The pond in Basin "C"
haB a required '208' storage volume of 1635 cu. ft. and an
available storage volume of 1114 cu. ft. A catch basin whoBe
grate is 8" above the pond bottom will eapture excesB f1owB,
which will be directed to the Basin "B" ponds, which have
adequate extra capacity. AsuIDp pUIDp will lift runoff up from
the depressed loading dock area (BaBin "H") so that it can drafn
to pond for Sasin "B".
2
.
~ .
.
BOWSTRING CgLCULATIONS ~
e
iBy inspection, times of concentratioa for all baBina are five
minutes or lesB. Weighted "C" factors for individual and _
combined baeirns "B{" +"C" and "S" +"H" are calculated in Figure
1. BowBtring calculations for Basins "A", "'B" +"C", "D", "]V" ±
`"H" , and "F" show that the propoged or exi1sting dr;►wells are
adequate, used in conjunetion with the '208` storage,ponds, to
dispose of peak discharges from the 10-year deBign Btorm.
Calculations of '208,' pond BtoraBe volumes are provided in a
separate sheet, a copy of Sheet 4 of 6. c,rr,17
:
3
. `
DBTBLOPBD 'C' F1CIOflS Page 1 oi 'Z
etOdBC?: Bone Club
Dl?B: 4/20/88
BlSIB 1iBD-OSB SQ Ft. 1C8IS $?OYA6 PC' YiCY08 z i'C' HW@IS _
aving, 51 0.828 0.645 0.90 0.581
,~4oafe 13000 0:298 0.233 0.90 0.208
,6Qas 6810 0.156 0.122 0.110 0.012
-
1.883 1.000 0.803 Developed 'C' Factor
8dSI8 8 L'16D-OSB SQ. 11. lCBBS xlOYeL 'C' FiCiOB t t'C' BrIA8R5
Javing, SA 2.147 0.989 0.80 0.117
v6oi8 13000 0..288 0.111 0.90 0.100
-ALaflns 10850 0.1849 0.098 0.10 0.009
~M~~~~~
~~~~~~~~~M~~~~~~~~~
s
3.695 1.000 0.826 Developed 'C' Factar
BLSIB C P6D=051 Sq. ft. ACflBS, $i0Y6L 'C' f1CY0B x i'C' BBIUffS
vP'aving, 81 0.549 0.578 0.90 0.521
,Roofs 15340 0.358 0.371 0.80 0.334
iins 2090 0.048 0.051 0.10 0.005
0.848 1.000 0.860 Developed 'C' FaatoP
BlSIB D &Q. F4, iCfltS xi0i~ 'C' IIClOB, x z'C' BB~IflaS
in-usi
ing, SA 0.382 0.555 0.80 0.500
All
~8oo'ie 8710 0.200 0.881 0.90 0.282
~apne 4620 0.106 0.154 0.10 0.015
0.688 1.000 0.111 Developed 'C' factor
BASIl B LdID-QSB SQ. Fi. d x!0?IL 'C' ViCY08 $ i'C' flBUuS
?~t.Payim,-Sv .56 0.880 0.80 0.801
F ooYe O 0.000 0.000 0.80 0.000
3058 0.090 0.110 0.10 0.011
~
~ ~r0.636~ 1.000 0.818 Developed 'C' Factor
~ 61SI8 F bIBD-OSR A. Bi. ICBBS 'xiOfAL 'C" B1Ci01 x I 'C' 9M8HS
PavingI SN 14860 0.343 0.2i1 0.90 0.180 1,.
' ~Beofs 50050 1.149, ~ 0.701 0.90 0.636
6aons 5160 0.132 0.081 0.10 0.008
~~~~~N~~~~~~~~~
1.625 1.000 0:835 Developed 'C' factor BdSIB 6 LdBO-988 SQ. Ii. dCRiBS Ii0l16 'C' FIClOt x i'C' fl8NA8KS
Paving, 61 2081 0.048 1.000 0.90 0l .800
Boof s 0 0.000 0.400 0:90 0.000
LaanB 0 0.000 0.000 0.10 0.000
~~~~~~~~~~~~~~~1M~•
0.046 1.000 0.800 De9elaped 'C' Factor
i
DIYBLOPBD 'C' giCt08SI Pege Y oi a r-
P80JBCt: iote Clnb
DItB: 4120/88
B~SIN fl 6A~D-OS1 S9. Hi. ICBBS ~l~A6 'C' BAC~Og x a'C' BUBS fV6VIV' Pavit19 SA, 0.123 1.000 0.80 0.809
eoofe 0.000 10.000 0.90 0.000 La
ne 0.000 0.000 'a. to 0.000 ~~MN~~~~~~~~~~~~~• ~MN~ ~ V
~~~~~~M~~•
0.123 1.000 0.900 Developed 'C' Factor f J
CQKYOSIYB 815IIS
BuIIS BtC LiID-OSB SQ. FY. ACM V0Y1L 'C' IiC10B x t'C' flBuBtS
peving, S~ 2.696, 0.9,40 0.80 0.666
8oofs 28340 0.661 0.198 0.90 0.161
iaone. 12940 0.297 0.062 0.10 Q.A08
~~~~~~M~~M~~~~~~~~
9.644 1.000 0. 35r Developed 'C' Factor
BiS11S 1f1 LlBD-OSI SQ. 11. 1CUS VOtIL 'C' FICTOB 2 a'C' flBuBtS
Paving, 61 0.688 0.908 0.80 0.811
Boois 0.000 0.000 0.80` 0.000
Lam 9058 0.090 0.092 0.10 06009
O.T58 1.000 0.8 6 Developed 'C' factot
/ ~ Y
801SYRI1G U, tHOD PflOdBCY: Hase Clab
, DBlB8tI0H 8ASI8 DBSI61 BdSI9: 1
'208' MS:
Me Iacresent (ein) S
Tine oY, Conc. (lin) S MI6IBB: BNC
Ootfloe (a.f.B.) 0.3 DbTB: 4/20/86
DesiBa Year Floo 10 ,
Area (acres) 1,283
'C' factor 0.808
lrea = 'C' 1.030
lile Iac. iise Inc. Intenaity Q Developd 101. In 1O1. Ont StoraBe
(aia) (sec. ) ( in/hr. ) (c.i.s) "(ca. it. ) ('cn. ft. ) (cn. Yt. )
b 300 3.18 3.28 1319 80 122T
10 800 2.84 2.31 1620 180 1440
15 900 1.77, 11.82 1827 ZTO 1551
20 1200 1.45 1.49 1945 360 1585
ZS 1500 1.21 1.25 1999 450 1549
90 1800 1.04 1.09 2438 540 1498
96 2100 0 91 044 2064 630 1434
40 2400 4.82 0.84 2111 720 1384
!S 2700 0.94 0.76 2138 610 1388
SO 3000 0:88 0:,90 2173 800 1273
SS 3300 0.64 0:68 2243 990 1253
60 5600 0.61 10.63 2321 1080 1249
85 9900 0.80 0.62 24y! 1190 1304
90 4200 0.58 0.60 2571 1260 1311
75 4500 0.56 0.58 2655 1350 1305
80 4800 0.53 0:55 18677 1140 1231
65 5100 0.52 0.54 2789 1590 IYST
90 5400 0,:50 0.54 2834 1680 1214
96 5900 0.49 0.50 2928 1110 1219
100 6000 0.48' 0.49 3018 1800 1216
'208' DflAIlA6B pOHD CALCOLdiIOBS
Reqnired '208' Storage Volue =
04~ Ca. Ft*
Ispetvions 49049 Sq. pt. a.5 ia / 12 it./ft.
gaaiea~ Storage Tolnse Begnired by 'BoeBtriag'= V---- 185Cu--:~t.
'208' Storage 0oln~e Provided = 2ft. -
~ _(7
Therefor$e,, one type ' A" drywel l i s adequate.
- ,
~
t
. PW7~
, ~
~
,
' BOASYBI86 UiBQD 'PB4dBCY: 80so Clnb
08tB14I0! BA5I8 DBSI61 ' BbSIB: DIC
•BOa• eues:
~ gise Incresent f oia) 5
lite d4onc. (Din) 5 DBSIGIBB: BAC ~
Outilop (c.i.a.) DdYB: 4/20/88
DeslBa Yeer plov 10 ~
free t acres l 3.644 'C' Yacior 0.,635
brea = 'C' 3:043
tijke bc., iime Inc. Intensity 0 Developd 101. In 101. Ont Stora Be
(eec.) (i~/or•) (c.f.e) (cn. `Y~t.) (cn. ft.~ i~.~
S 300 3.18 9.68 3694 270 3624
10 600 2.24 6.84 4985 b40 4a45
► ~
15 900 1.99 5.39 5396 810 4586
ZD 1200 1.45 4.41 STlr! .1080 4664
25 1500 1.21 8.68 5898 1350 4546
80 1800 1.0A 5.16 6019 1620 4989
35 2100 0.91 2.71 6491 18l0 4207 40 200 0.82 2.50 6243 2160 4083
,
46 2700 0.94 B.25 6309 2430 3619 `
50 3000 0.88 2.07 6418 2700 $118 ~
55 3900 0'.64 1.95 6625 2890 3855 ~
60 3600 0.61 1.66 6691 3240 363,1
65 9900 6'.60 1.83 9308 9510 3796
10 4Z40 0.58 1:96 7592 3780 3812 ~
~
75 4340 0.56 1.70 7842 4050 3782
80 4800 0.153 1.61 7905 4320 3585
85 5100 012 1:38 8231 4594( 3641
90 5400 0.50 02 8311 4860 3111
95 5140 0.49 1.49 8650 5130 3520 `Y
'
100 6000 0.48 1.46 8812 6400 3512
' 208' DfldIR1GB FOB CiLCOL1li086 4~7~
M"n Regaired '208' Storage Toln~e = I
'
Iapervione 106504 Sq. 0.9 .S in % 12' in./ft. ~438 Cn. It.
>~1r;,lqF =`a _
!lufuae Storage Tolaee Beqnited by 'BoQStriag'= 4664 Cu Bt.1
1
'$0~' Storage~-9oln~er Ptovided = 59 ~ i,'u. Ft. ~
-
---F _ _ - --G ~
r
~ Therefore, the three +exi sti ng ,drywell~s (assumed to be type "A" are adequate.
~ j- C = f4 t~:~ 7
kp &P
l
r~ r`-
• ' • ~ ~ r ~-a-~ ~fi~,~1`~'u~ l~'~'~
~
801SYBIBC lIB4HOD pBOdBCT: Jo3e Clab
0li6ffI0l 918I9 DBSISN USIB: 0
'$Q8' iflUS:
TUe Iacreeent (oin) 31
The oi Conc. (3n) S DBSI81U: BAC
Outiloa (c.i.s.) 0:3 DitB: 1181/88
Design Year Floe 10
lrea (acres) 0.688
' C' Iactor 0.199
8ree = 'C' 0.535
Tite Inc. lile Inc: Iateiieity A Deoelopd 901. In Vol. Ont Storage
(sia) iaec.,l (inlor.) (c.i.e) tcn. it.I (cn. it.) (cn. ft.)
5 800 3.18 1.70 683 80 593
10 600 2.24 1.20 841 180 661
11 900 1.77 0.95 848 270, 678
10 1800 1.45 0.78 1408 360 649
25 1500 1.21 0.65 1036 450 586
90 1800 1.04 0.56 IOSq 590' 317
35 2100 0.91 0.18 1071 630 441
40 2400 0.82 0.44 i 1097 120 877
15 2900 0.14 0.40 1108 810 288
SO 3000 0.68 0.36' 1128 909 228
55 3300 0.64 0.34 1`164 990 114
60 3600 4.61 0.33 IZOt 1060 121
65 3900 0.60 0.32 1284 1170 114
' 90 4200 0.W 0,31 1334- 1260 14
95 1500 0.56 0.30 1318 1350 88
80 4800 0.53 0.28 1388 1440 -51
81 5100 0.52 0.28` 1446 1530 -64
80 5400 0.50 0.29 1471 1620 -148
96 5900 038 0.26 1520 1710 -180
100 6000 0.48 016 1566 1800 -234
' 808' DRI916B QOn CILCOLl4I01S
fletnired '208' Storage Qolnie =
Iapervio~B $5352 SQ. Ft.~t .S ia / 12 in./it. i057 Ca, tt.
flaifan Storage 1olue Beqnired by 'Boetring'= /,0 pt.
' Z48' Staiage lolase Provided . Ft.
Therefores,one type "A" drywell is adequate.
00
pBOdICi: Hoiie Clnb
DBiBBfION BiSIB DISIG➢ B1SIB: B{H
'208' A88l5:
iime Increoent (eio) ~
Yiae of Coac. (,in) 5 DISI6IM, INC
OatiloA (c.f.e. ) 0.3 DitB: 4/21/88
Desiea Iear flor 10
Iree (acre$) 0.958
'C' leotor 0.812
lrea t ' C' 0.616
tiee Inc. tioe Inc. Inten$ity q D$velopd Qol. Ia Tol. Qnt Stotage
(Bin) (88C.) (ia/hr.) (c.f.s) (cn. it.) (cn. it.) (an. ft.)
5 900 3.18 1.86 788 80 698
10 600 2.24 1.38 869 180 789
15 900 1.99 1.09 1093 270 828
ZO 1200 1.45 0.88 1161 360 804
25 1500 1.21 0.15 1186 460 745
SO 1800 1.04 0.64 1818 540 678
86 8100 0.91 0.56 1285 680 605
10 2400' 0.82 0.51 1264 120 644
0 2900 0.14 0.46 1278 810 468
SO 9000 0.68 01.42 1300 800 409
,55 3900 0.64 0.39 13l2 980 358
60 3800 0.61 0.36 1392 1080 812 •
65 1900 0.60 0.97 1460 1170 310
90 4200 0.58 0.38 1538 1260 218
95 4500 0.b6 0.35 1588 1350 238
80' 4800 0.53 `013 1601 1440 161
85 5100 0.58 0.32' 1881 1580 131
80 5,400' 0.50 0.31 1895 1680 15
95 5700 0.49 0.30 1754 1710 42
100 6000 0.48 0.90 1805 1800 S
'208' DHII1BB POBD CALCOLdtIOHS ~
Bequired ' ;D6' Stoiage Ybinie =
Ioperviaua 3PIl Sg. It.t S ia / lY in./ft. ~2'S1 Cu. Ft.
Iasian Storage oolnte Beqnired by 'Bovetring'= 083 Cu. ft:
'208' Storage Volnee Provided = 13-90 , Cn. It.
X
X51, 7~
Therefore, one type "A" drywel l i s adequate.
1 ~
~
~ ~ ! ~ ~
t
•
BOWSTflIflG 16tBM PBOdBCt: BoHe Clnb
UtBHiION BASIB DgSI68 Besig• B
'Z06' IaBAS:
line IacretBDt lril) S
Yiee oi Cocc. (ein), 5 DISI6iBR: BNC ,
Outiloo 'Ic.i:s.) 0.3 Db?I: 4/21/88
Tesign Iear Bloo 10
Irea (aaree) 1.625
'C' factor 0.835
brea i 'C' 1.331
Yhe Inc. tiee Inc. Intensity B Developd Yol. Ia Tol. Oot StoraBe
(iin) (eec.) (in/hr.) (c.i:s) (cn. it.) (cn. it.) (ca. it.)
5 300 3.18 4.31 1735 '80 1645,
10 600 2.24 8.04 2134 180 1854
13 904 1.99 2.40 2406, 270 2136
YO 1200 1.43 1.99 ZSBZ 960 2202
85 1500 1.21 1.64 2630 450 2180
30 1800 1.04 1.41 2664 540 210
35 2100 0.91 1.23 2q,19 '630 3088
40 2400 0:82 1.11 2184 720 2064
46 2700 0.14 1.00 2813 610 2003
SO 9000 '0.68 0.92 8862 900 1862
55 3300 '0.61 0.87 8854 890 1964
60 3600 0.61 0.83 3064 1080 1984
65 3900 10.60 0.81 =3258 1170 2486
70 4200 0.58 0:19 3386 1280 2126' ,
75 4500 1.56 0.76 3491 050 2147 80 4600 '0.53 0.92 3523 1440 2085,
85 5100 0.52 0.71 5610 1530 2140
80 5400 0:50 0.68 3733 1620 8113
95 $700 0.49 0.86 3858 1110 8148 '
100 6000 01.48 0.65 $994 1800 5174 ~
206. DUTAI6B PORD,CeLCOLIlIOHS
BeQaired ',206' Storage Yolnae =
Iopervione 65010 Sq. gt.t .5 in / 12 in./ft. O
6t. [t.
iubns Storage 1o'lnse Begnired by 'BoOatring'= 2208 Ca. Et.
.
'zoe0 storeg@ Vaiue ProQiaea = te31 7 6 c2. It. KII x y. 7,) 2
TMerefore, one type "A" drywell is adequate.
.
• •
IRARM .
BaBin "G" iB a short section of 30" wide driveway leading to an
access eaBement for the propoeed proJect. The slope of the
driveaay is approximately 6%. Because of the relatively Bteep
topography ia the area, it i6 difficult to conetruet 0208' pondB
to whieh the drainage flow can eaBily be direeted. Therefore,
the grates along both curb lineB at the north property line will
capture runotf and direct it to a 6ingle barrel type "A" dryWell,
without any '208' treatment. The appraximate untreated '208'
volume is (.048 acre)(43,550 ft/acre) (.5 in)/(12 ft/in) = 87 cu.
ft.
Grate Calculatione
Almost exactly half of the baein'a flow will be in each gutter.
By inspection, time of coneentration will be leas than five
minutes. Therefore, Q in each gutter will be equal to 1/2
CIA where
C = .90
I = 3.18
A = .048
_ .137 cf s .
From Figure 18, of the Guidelines, if
Q = .137 cfs.
Z = 1/.OZ = 50
n = .016
S = .06
depth of flow =.049 ft. and width therefore equals .049 * 50 or
2.445 ft.
Figure 14 may be used to calculate the percent of flow esptured
by the grate. The width of a type 1metal frame and grate is
1.56 feet.
Wg/Wf = 1.56/2.445 = .638, uee 64.
Therefore, from Figure 14, % Q captured ie approximately 93%. Q
in each gutter was caleulated to be .137 cfg. So each grate will
capture .127 cfs. and a total of 2*(.137 -.127 cfs.) = 2(.010
cfs) =.02 cf6. will flow past the gratea. The total uncaptured
flow at thi6 location ig therefore .02 cfs. paBeing the grates
and .018 cfs which drains north without any means to being
captured, a total of .038 cfs.
The total flow into the Type "A" drywell is .127 +.127 cfs. or
.254 efB., which is less than the .3 cfs. capacity of a Type "A"
drvwell in the GarriBOn gravelly loam soil type.
4
t
♦
t 7 ~i~P~ ` y~'ur 'WA"IMI
' " 'Y ` • * r ~
f ~
4 1 . ~i ~~~t~a~~
~ j,~~ ~Y v S ~ A' j~'* ~ Xn. ~i~i 1V ~ x♦
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p~ ~ ~ ~ ~ r~~ ~ ~~~i' • ~ ' ~
N ~ e ~ •P~J y ~ , ~+f t ~ s ``r` ~
rF ! ~ p ~ Y ' ~ ♦ ~ • r'~ y ~1 i xT
♦ F • ~ , M { ' ` , ♦ ~r 'i ~ ai ~ ' ~
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G~ ~ ~ ~ 1 f. • +t . y" ~ ~ * i, x ~ ~ ,
rf Ar t '1 ~n ~ ~ ~ • ' " ~ ~ ~ ~
Tt
~t • ~ ~tti 7 , i t
Yi~ ~a ~ A .~~~~q 4 y yl ,►f~~R~ ~ /'1 / / ~ ~ ~ Q.t
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I ~ 0 ~S s f t~
~ •1~ ~,~~pyd~~ k ~ i~~ + ~ ~ ie~11~►~ ~ ~ ~ ' a ~ ~ f ,1 ;,~i+ 1 ~h ~•eR ~0 ~
• t ~"~F • I ^ ~5 4 i~ o ~ ~ M ~ ts
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.
AA
I ~ { „ ' ~ + ~ 4 J ~ ttll v , ~ p ~ t~~ ~ ~ ♦ a ~ ~
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h1 ~ f i ~ ~ r! ~ ~ ~ ~ t a ~ ✓ p ~ ~r ' ~ ~ L+ 1~~ q~r +t"+r`~ I ~
~ ~ M ~ 1 r ~ ~ ~ ! 'h ~ • F~' A ♦ ~ R~ . M ~ ~ •
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,
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14
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r
ADDSNDUM TO
DRAINAGE ANALYSIS
HOME CLIIB
ZE-45-86
Sprague and Farr
May 10, 1988
~
Prepared by
Inland Paaifie Sngineering Company
South 25 Altamont.Street
Spokane,,WA 99202
1-(509)-535-1410
4
r
a
' •
1
f
This Addendum has been prepared in response to the Spokane County
Sngineer's comments of May 2, 1988 for the original gubmittal of
p1anB for the Home Ciub site.
SHggT 1 OF 6
Comment 1
Comment 1 concerng the drainage calculationg. In the original
submittal, f lows fr>om Bas ins "B," and "C were combined. The total
impervious surface in thc two basins was 3.397 acres or 145,795
Bq. ft., whieh would require 145,795 *.5/12 or 6075 cu. ft. of
'208' volume. Only 5,812 cu. ft. was available. 8y eapturing
additional flows from the roof which were part of 8aein "C" in
tbe original proposal and diverting them to the '208' pond in
Basin "D", we are able to achieve the required '208' Btorage
volumes within each propoBed basin and its own pand, except in
Basin "B", where the pond siaes are Bliahtly too emall to achieve
the required '208' storage volumes. The attached drainage basin
map6 BhowB the reviBed drainage basins and Basin "H", which was
inadvertently omitted from the original Bubmittal. The
f llowing reviged developed "C" factor (Fig. 1) and bowstrin,g
c2lculations (FiB. 2) for the three baeina affected by thi6
hange show that the propoBed or exiBting drywellB are gufficient
/to handle the calculated runoffs.
In '208' pond "B1" at the northeast carner of the projeet, there
are four exiBting dryWells currently in place. They are
apparently all Bingle barrel drywells with varying amounts of
B diment collect,ed in them. The deepest measure6 only 80".
exefore, we will ingtall one Type "B" double barrel drywelZ in
this pond. Only the discharge this new drywell will accept has
been used in the falloWing bowetring ealculations, even thaugh
the existing drywells will be in service with adjusted grateg.
5
gignce t
, ' •
D80~1UPBD 'C' FACTOBS PaBe 1 of Z
~ P84JZCY. Home Club
,DA1'8• 5/3/88
BASIR A LdAD-OSB S9. BT. ACBBS VOYSI, 'C' IACTOB S $'C" 9111816
Paving, SA 0.828 0.645 0.80 0.581
8aofe 13000 0.288 0.833 0.80 0.209
Laone 6810 0.156 0.122 0.10 0.012
1.283 1.000 0.803 Developed 'C' pactor
BgSIl H LSBD-051 $Q. IT. eCUS xi01'AL 'C"BtCi41 x x`C' H6l1nS
Paving, SR 2.147 0.191 0.90 0. t11
Roofs 13000 0.288 0.111 1,80 0.100
LaBe 10850 0.249 0.098 0.10 0.1009
2.685 1=.000 0.886 Developed 'C' factor
BASIB C LUD-051 Sa. F4. ACHBS STOYA6 ' G' FAGTOB Y g' C' IMU5
Paving, SN 0.519 0.920 0.90 0.828,
6oof8 0.000 0.000 0.80 0.040
Laans v, 2080 01.048 0.080 0.10 0.008
f ~ -
b
0.597 1.000 0.836 Developed 'C' factor
ACBBS %TOf1L ''C' FACt08 Z x'C' BB~flIS
B1SIN D LABD-951 rB200
Paving, 51 0.398 0.367 0.8,0 0.331
Roofs 0 55Z 0.53
1 0.90 0.418
6ains 40106 0.102 0.10 0.010
1.040 1.000 Q.j;;~ Developed 'C' Bactor
BISIN 8 bAAD-OSB $Q. 17. dCflIS V0i1L 'C' FiCiOfl x,a'C' RIMIeas
Paving, Sw 0.566 0.880 0.90 0.801 ~
Boafe 0 0 000 0.000 0.80 0.000
Lains 3056 0.090 0.119 0.10 0.011
0.636 1.000 4 812 Developed 'C' Factor
BI5IN 8 LABD-06I SQ. IT ACBBS STOTiL 'C' pICtOH I x'C' BBlIAHHS
Paving, SR 14960 0 343 0211 0 90 0.190
Roof s 60050 1.149 0.109 0.90 0.636
Lans 5960, 0.132 0.081 010 0.008
1.625 1.400 0 835 Develoged 'C' Factor
BISIN 6 LA#D-OSB SQ. RT. ACBBS U0TAL 'C' FACiOB ~ x'C' BBlUBgS
PaviDg, SM 2091 0 048, 1.000 0.80 0.800
Roofs 0 0.000' 0.000 0.80 0.000
Laans 0 0.000 01.000 0 10 0.000
0.048 1 000 0.900 Developed 'C' Factflr
~ .
DML4M ' C' t6CtOHS Page 8 oI 2
PHOJBCT. HoQe Club
DAYt: 5J3/88'
DISIN 9 LAn=0Ss SQ. F? ACRgS Xi0?1L 'C' FdGT09 x g'C' RW8[S
PavioB, Sw 0.123 1.000 0.80 0.900
BooYs 01000 0.000 0 90 0.000
Lane 0.000 0.000 0.10 0.000
----•=--M==========
'0.133 1 000 0.800 Deoeloped 'C' Eactor
CobFOSIl?B BASIBS
HlSIBS 9+8 U#D=OSg Sg. BT. ACflBS %t04AL 'C' 8ACY0R I x'C' 8BIU8IS
Faving, SN 0.689 0.908 0.90 0.817
Roofa 0.000 '0 000 0.80 0.000
Uias 9056 0.090 0.082 0.10 0.009
0.759 1.000 0.886 Developed 'C' fector
figore a
HONSqBIEG BIfBOD PROJEi• 8ome Club
OBiUYIO8 BiSIR OBSI68 BISIN: 8
'808' A88AS:
time Increeent ( min ) S
time of Conc. (ofn) 5 DISI68IB: BNC
Qntfloo (c.f.s. ) 1 DA?l: 5/16188
Design Year Flov 10
Area (acree) 2.685
'C' pactor '0.826
Irea = ' C' 2.226
tiee Inc. Yiee IIIC. Iatenaitp 8 Developd Qol. In Qol. Ont Storege
(oin) (sec. ) (in/Dr. ) (c.i.e) (cn. ft. ) (cn. ft. ) (QU: ft. )
6 300 3.16 7.08 2846 300 8546
10 600 2.84 4.89 8500 600 2900
15 800 1.77 3.91 3948 900 3048
i0 1200 1.43 3.23 4203 1200 3003
25 1500 1.81 2 68 4316 1500 2815
30 1800 1.04 8.32 4408 1800 2603
35 8100 0.91 8.03 4461 2100 8361
40 8400 0.82 1.83 4561 2400 8167
45 2900 0.74 1.65 4616 2900 1916
50 3000 0.68 1.51 4696 3000 1696
55 3300 0.64 1.42 4841 3300 1547
80 3600 0.61 1.36 5027 3600 1427
65 3900 0.60 1.34 5345 3900 1445
70 4200 0.58 1.29 5554 4800 1354
15 1500 0.56 125 51-97 4500 1289
80 1800 0.33 1.18 5783 4800, 963
85 5100 0.52 1.16 6022 5100 822
90 5400 0.50 1 il 6124 5400 784
95 5100 0.49 1.'08 6389 5100 629
!00 6000 0.48 1.0 6580 6000 580
'208' DliI8A6B PORD CiLCULliIORS
fleqaired ' 208' Storege Qolnee =
Iapervione, 106523 Sq. tt.: .5 in t 12 in./it. 9 Cn, ft.
Beafene Storage oolune Regnired,by 'Baietring'= 446 Cn. It.
~
'208' StoraBe Tolnne Frovided = 3935 Cu. ft.
iherefore, 1 type '8' , dryaell is adeqnete
~
F3ore 2
009648I10 dBTflOD PflOJBCt: Haae Clab
DB1B14I08 HASIA DISI6N BASId: C
'808' ABAS:
Me IQCregent (sis) 5
qhe of Conc (Bin) S ,DBSIGBBB: BMC
Outflow (c.f.s.) 0.3 DIM 5/16/88
Design Year 81op 10
Area (acrea) 0.597
' C' factor 0.836
lrea * 'C' 0.499
Yioe Ina. tioe tec. IatenBity 9 Deveiopd Qol. In Qol. Out 5torage
(nin) tsec. j ~ (in/Dr. ) (c.f.8) (cu. ft. ) (cu. it. ) (ca. ft. )
5 900 3.18 1.58 638 90 548
10 600 '2.24 1.12 785 180 605
15 900 1.11 0.88 685 270 615 ,
80 1800 1.45 0.72 842 360 562
25 1500 1.21 0.6b 961 450 517
30 1800 1.04 0.52 881 640 447
35 2100 0.81 0.45 1000 630 310
,
40 2400 0.82 0.41 1084 720 304
45 2?00 0.74 0.37 1035 810 285
SO 3000 0.68 0.34 1053 800 163
55 3300 0.64 0 32 1087 990, 87
60 3600 0.61 030 1181 1080 47
65 3900 0 60 8.30 1198 1110 88
90 lZDO 0.58 0.29 1245 1260 -15
95 4600 0. 56 , 0.28 1286 1350 -64
80 4800 0.53 0 26 1299 1440 -143
85 5100 0.32 026 1350 1530 •180,
90 5400 0.50 0 25 1373 1620 -847
85 5900 0.49 0.29 1418 1710 -891
100 6000 0.48 0.24 1468 1800 -338
'208' DRAIAGB pOID CiLCOG1'PIONS
Required ' 208' Storage qolue =
Ispervfou6 $3913,Sq. ft.* S in / 12 is./ft. 9 T Cfl. Bt
daaieua Storage Yolnie Regaired Dy ',Boaetring'= 6 S Cn. Ft.
'208' Storage Volaoe Provided = 1094 Cn. Ft.
Thereiore, 1 4ppe 'A' dryvell,is adegnate
figure 8 '
HONSYRI16;11iB4D P8QJ8C4: BOD@ CiDD
DB4B8TI0N B9SIN DBSI68 SASIN: D
' 808' A8B1S:
4ine Increuent (sin) 5
'f ioe oi Coac. (ein ) 5 DBSI6IIB • BNC
Qatilov (c. t. a. ) 0.8 DAtB: 5/16/88
Design lear flow 10
Area ( acree ) 1.04
' C' Factor 0 . 818
Irea = 'C' 0 851
tive Inc. iime Inc. Inteneity Q Qevelopd Qol. In Val, Oa# Storage
(sin) (sec.) (ia/hr.) (c.f.s) (cn. ft.) (cn. ft.) (cn ft.)
51 300 13.18 2.71 1088 80 886
10 600 2.24 1.91 1338 160 1156
15 900 1.97 1.51 1509 270 1239
20 1200 1.45 1.23 1506 360 1246
25 1500 1 21 1.,03f 1648 450 '1199
30 1eOOr 1.04 0.88 1683 540 1143
35 8100 0.91 0.19 1705 630 11075
40 2400 0.82 0.10 1745 720 lOZS
45 2700 0.14 0.63 1764 810 954
50 3000 0.68 0.58 1984 800 894
55 3300 0.64 0.51 1852 990 868
60 3600 0.61 0.58 1981 1080 841
65 3900 0.60 0.51 2043 1190 873
70 4800 0.58 0.49 2123, 1860 863
75 4500 0.56 0.48 2192 1350 842
80 4800 0.53 0.45 2210 1440 770
85 6100 0.58 0.44 8301 1530 771
80 5400 0.50 0.43 8340 1680 780
95 5Y00 0.49 0.42 2418 1910 909
100 6000 0.48 0.41 2482 1800 682,
' 808' DRII8A6B e0D GILCOLAYIONS
Reqnired '208' Storage VolnBe
Iopervions 40685 Sq. It.a .5 ia / 18 in./ft. 1646 Ca. Et.
tlaainn Storage Yolaiie 8egnired by 'Bovetring'= 1 6 Cn. Bt
'808' Storage Yolnee Provided = 2046 Cn. ft.
gDerefore, 1 Type 'A' dtyvell is adeqaate
. '
Grate and Pine Galaulations - Basin B
A portion of Ba,ain "B" (de6lgnated ag subbasin "B1") draing
towardg a Type 1 metal frame at an angle point in the parking lot
curb east of the main entrance on Sprague (A Type 1 catch basin
useg the same metal grate that County calls a Type 1).
By inspection, the time of concentration for SubbaBin "B1" is
leBS than five minutes. The area of the subbaBing is .36 acreg
and the peak digeharge is therefore
Q3o = CIA = (.90)(3.18)(.36) = 1.03 cfe.
The grate will exist in a Bump condition, depreBBed 2" below the
typical curb depth to an elevation of 85.03. The deaign
elevation of the aBphalt 18' ta the west is 85.40. The head as
the grate will therefore be 0.37 foot. The capacity of a grate
in a sump condition with a head lesg than .40 foot is calculated
by the weir formula.
Q = CPH 3/2, where
C = 3
P= 1.56 + 1.71 (two 61des will be againBt curb) = 3.27
H = .3?
@= 2.208. Because no curb opening is provided, this reBUlt
muBt be divided by two, a6 a eafety factor. The ealcul te R~-
capacity of the grate is the~cefare 1.1 cfg, whieh is es than.
the calculated peak discharge for SubbaBin B1, and, there ore,
adequate.
A 6" PVC eulvert will carry flows from the catch bagin to '208'
Pond B2. UBing a nomograph (Fig. 3) from a technical bulletin
"Storm Sewer Hydraulicg" dated 4/8/68, prepared by the Pacific
Northwe8t Concrete Pipe Association, aonnect the design pipe Biae
of 6" and slope of 040 ft./ft. and extend the resulting line to
determine the flowing-full discharge and velocity, which are 1.2
cfs and 6.1 fps, reBpectively.
The flowing-full velocity is greater than the minimum 4 fps and
he flowing-fill capacity of Z.7 cfe i6 greater than the
alculated peak discharge.
Grate and Pipe CalGUlations - ~asi "JIL
By inspection, the time of conaentration of the eastern portion
of the roof draining inta Basin "D" (desigrYated aB Basin "Dl" on
the attached drainage baein map) is lesB than five minuteg. It
has an area of 130 x 117.5 = 15,275 sq. ft. or .351 acre6.
Therefore Qio = CIA =.8 * 3.18 *.351 = 1.005 efB
The flow will issue from ascupper froID the roaf direetly into a
Type 1 metal frame and grete on a Type 1 cateh basin lacated in
front of the Bcupper adjacent to the curb.
6
The grate will be depreased 2" below the typical curb depth of fi"
to create a lacal depresBion to insure aapture of the runoff
diecharges. Capacity of a Type 1 metal frame and grate in a sump
condition may be calculated uaing the weir formula
Q = CPH 3/2, where
C = 3
P= perimeter = 6.54' (since flow will be isauinB from
curb, all four BideB may be
included in perimeter)
A= depth of water = 2" =.167 ft.
Q= 1.339 cfs, whieh is greater than the calculated
discharge from the roof. Therefore, the grate and a2" loaal
depression is adequate.
Runoff will then flow northerly in an 8" ductile iron pipe ta an
Qutlet in the '208' drainage pond for Basin "C". The Blope of
this pipe is (80.09 - 88.30)/102 =.01755. Using a nomograph
(Fig. 4) from technical bulletin "Storm Sewer Hydraulic6" dated
4/8/68, prepared by the Pacific Northweat Pipe Asgoeiation, we
map calculate the peak discharge and veloeity of flow which this
pipe will handle at the design slope. Fnter the pipe diameter
and Blope and extend astraight line between thoge two values to
calculate the flowing-full discharge and velocity, which are 1.7
efs and 4.9 fpe respectively.
The flowing-full velocity is 4.9 fpe, Which is greater than the 4
fpa minimum required by the County in public street deBiBnB. The
discharge is 1.7 efe, whieh is greater than the 1.005 cfs
calculated f low from the roof.
Grate and Pine Caleulationg - Baain H
Basin "H" has an area of .123 acres. By inspection, time af
concentration is less than 5minuteg. Therefore, the peak
disaharge is Qio = CIA 90)(3.18)(.123) _.3b cfa.
Inflow into the depressed loading dock area Will be diBCharged
into '208' pond "E" via a suIDp pump and 96 feet of pressure main
and 26 feet of unpressurized Btorm sewer. Minimum pumping
performance will be 160 gpm at a total dynamic head of 10 feet.
Sump pump plans will be submitted under a Beparate cover.
The pressure main will diacharge into a type 1 catch basin, from
which the flow will be directed north into another 6" storm pipe.
The slope of the pipe will be (80.38 - 89.90)/26 =.0185. Using
the Bame nomograph as above (Figure 5) and connecting a 6" pipe
gize and a.0185 Blope, the flowin8-full capacity is 3ust under 1
cfs and the velocity is 4.4 fpe.
The capaeity is greater than the peak diBCharge of .35 cfs and
the velocity is over the 4 fps often uBed as a minimum.
7
Figure 3 Subbas1n B1
.
iono
~
icao
soo
Soo 0001 10
JQO ttD - tv
09
1J06 pw 40
96 ~
?O~D ~
i 04
00,~ q S D
n o ~
~ o 0
60 ~r C ~ 00
~aa ~
40 act o wr
, 70
41 .oos
~ - ~ 006
A
60
sa oo~ w
_ so vio ~ w S.o
40 lO 0
~ y43
cc 30 4. ~ p/
'°'4° 4
h pa W .~o ~
p ~
ki .foo
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9
T
~s
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C- 3 30.0
4
3
' 400
?
~~~AM
!~!lJA9,
REED
c1~~~ ~ P . ,
8/
, tow1vq=
~
Figure 4 Subbasln D1
' roao - ~ ~ ~
~
ow
~ soo
so OiRO/ `
4m
9ao iro .ooos
!A9 0004 40
1►D0 ~ ' p6 ~
~ Q+DCB
Tt ppl C3 3 0
66 4 q
- iAO' $4 002 44 6 0
90 W 48 OCJ `f
y 8o v ~ 70
~ W4 ~
_ 70 .p,QS ~1•
V► 60 ~ ~0
~
so
so y ti
40 ck: n ik ,o 0
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ct s0 11.
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'CRAPy FOR
SIZE, G►~
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~j -°FLOWjiilS F11L L F9R
. ~ ~
~ - o!~ P~
1r 1 ~r' "
. ao
iooo Figure 5 ,Basin 'N
~
am
mo
~
aoo pODI 10
fD0
40 oooa
soo Ijo • ~ e10
10i8
96 oo
xo ~ aace 150
m _ ovr
n o 4
a ~w 60
6p 002
fi h
tao 1 •or= oc Ct 70
90 W4 48 04 a
teo V :4t "
'h 70 ~ 44
4
v 60 ~ ~O
30 ~ 1 Sa h ~ 100 t7 ~ ~ }1 40 ~ ?4 oYO ~ ,
3a ,11
e ~ ~ ~
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~ -20 V~`- tg AOO
.100
200
10
9 B
8 a
` 7
6 6 9Q O
t- 3
a
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,
z f01-R
p~,t~~~~~ z_ A~° ,
~~,~'D►
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C/RC11,1A`: - - ~'~'R, .
..w OWING ~
~ FL
n = o•
~
.
4 ~
Comment 2
We do not have extra copiee of the building plans and do not
expeat to receive additional copieB within a reasonable time
frame. Sheet 4 shows the location of roof scupper; Sheet 6 6howe
the location of the drainage paBSage flowing from the scupper to
the grate near the northeast corner of the building. Sheet ?
ehows how the roof is divided into ba61riB. 'The Spokane County
Building and Safety Department has copies which you might be able
to check. We will also bring our only copy when we submit thiB
Addendum.
~
Comment 3
We will submit 6ump pLtIDp calculatians as soon as thev re
o ~ available to us.
Comment 4
Me have made runoff, grate, and pipe aalculationB for Basin "C"
as part of our reeponse to Comment 1.
Comment 5
~te have not added additional dimensioning per your phane
1/ conversation with Riehard Mason.
SHgBT 2 OF 6
We will submit the wall calculatione aB Boon aB th$y>are
availabie to us. Type "A" wall actually ha6 three different
sectionB, depending on wall height. The maximum height above
finished grade i6 ahown as 7.00 feet. The retaining wall along
the south and east property linee has a maximum elevation of
98.00 and the '208' pond adJacent has a bottotn elevationof 91.20,
for a height of 6. 8feet .
~ HFFT 3 QF 6 - Aio comment made.
ny--fi - No commentg (except ag on Sheet 1 of 6).
AHB£T 5 OF 6- Not revieWed
The precast canerete ring tree ring/mower strip Bhown in Detaii
"C" will cause a loBS of 4.7 cu, ft of '208' storage volume with
each use. The radius of the rin$ and landscape roek within is
1.5 ft. Area = 1 52 *'PI = 7.07 Bq. ft. With an 8" depth in all
ponde, each 7.07 Bq. ft. of Brass will treat .67 * 7.07 = 4.71
au. ft. AdJuetments to all '208' pond volumeB have been made
accordingly.
8
Inland '
~ Pacific
Engineer,ng • Transmittal
~ ~
~apimmom spokww.wnmfwcm
sosas-,.,o ~
,
DATE: Apr, /91 lq gE
TQ: C7 a~n e ~ou~ E-&neev-
~
PROJECT: H001 e CLdb ZE- RECloIIE~
ATTENTION: MAY 3 1988
C.J
Gentlemen: Cm* homeeft
We are sending ( O/enclosed under separate cover copies of the following:
Description
/ B1 uel i ne Pri nts Copy of Letter 914-71,0744 ~
-
/ Ori gi nal Orawi ng jj Contract Documents j-q
L_/ Work Authorization Report
M
No. Copies Date Description
Z F arr ~oa SlYeef - plar7
Requested Acti9n
J/ Information / Review & Comments Distribution
Written Appraval Signature & Return Lj
Remarks
r _
- _ i _ r _ - ~ ~ • ?
. ~ ~ s ~ ~ - i _ , ' - y'.. ° T ~ `
i •
' . - ` _ ♦ SincereTy,
INLAND PACIFIC ENGINEERING COMPANY, INC.
- ~ _ gy; ° c'" " - ^ - - ~ ' :_:..r _ . : ~ ` - ~ : ~~,£.~,•-i ~
♦I` . i .a? - • . - - d 1 . s•,-. ' L~~ 'ti ' f'A►.. w ~ ♦ _ • ~ ~ _ . • y__ t - ♦ T ' . ! 1•
_ 'o
I -
II • ! •
,
il
l r
DRAI-NAGB ANALYS IS
,
Farr Road
at Sprague Avenue
Home C1ub,Site
Prepared bp
INLAND PACIFIC BNGIN$ERING
S. 25 Altamont
Spokane, WA 99202
535-1410
o-~
1
• , INTRODUCTION ,
As a part of the conBtruction of the Home Club store at tbe
southeast corner of Sprague Avenue and Farr Road, conditions of
approval of zone change ZE-45-86 require paving, curbing, and
Bidewalking of approximately 631 feet of the eset Bide of Farr
Road, Bouth of Sprague. (See attached atreet plan.) The purpose
of this report ig to deternoine how much stormwater runoff will be
caused by this aonstruction and to Biae drainaBe faQilities which
will dispose of this runoff.
The Spokane County 8ngineer's Office hae stated that no '208'
treatment of atormwater runoff from Farr Road Will be required.
The design storm'for this analyeiB will be a ten-year storm.
Sheet 75 (copy attached) of the Soil Survev of SRokane Co_tv
WaBhinatQn, Bhows that the Boil type of the Bite iB GBA. GarriBOn
gravelly loam.
CALCMATIONS
Stormwater runoff will flow in the street gutter from the south
end of the proJect towardB the north, where the flow will be
intercepted by a Type 1 metal frame and grate at Sta. 52+00. The
developed "C" factor for thiB basin, shown as Ai on the attaehed
street plan, is 78.
Impervioug Area = .385 acre
Pervious Lawri = .068
385 ~ + (_,,l * 10681 _ .3533 = .780 u6e 78
(.385+.068) (.453)
Any f lowB f rom 8ag in fll phich are not captured by the Brate at
Sta. 52+00 will continue Bouth towardB a second drqwell and Brate
at Sta. 52+30. The developed "C" factor for Basin A2 iB 69.
IIDpervious Surface = .022 acre
Pervioug Lawn = .008 acre
C = L,,Q * . 022 ) + LJ * .0081 = .0168 = .687 use 69
(.022 + .008) .030
The attached grate calculationB (Figure 1) indicate that the two
grates would not capture approximately .3 efs of the stormwater
ruaoff. However, the Becond grate at Sta. 52+25 would actually
exiBt ia a sump condition and would therefore capture
considerably more of the gutter flowa than the calculationB in
Figure 1 indicate. The existinB Type "B" curb at the south end
of the return has a gutter depth of only .37 feet, which is at an
elevatioa of 83.02. The grate at 3ta. 52+25 is deaiBned to be
depre6sed 8" below the proposed top of curb elevation of 83.41,
2
.
.
e .
to an elevation of 82.74, almoat .28 below the exieting gutter to
the north and .25 below the exieting aenterline elevation of
82.99 at the same station. The greatest depth and, therefore,
maximum head which Would develop at the 8rate at Sta. 52+25 ia
0.25 feet . Greater depth of water would flow northeasterly
around the exieting curb return. By Figure 14 in the GulAplinpa,
f
Q/P = 3.0 * H 3/2
= 3.0 * (.25) 3/2
= 3.0 * .13
_ .38 cfs
The perimeter of a Type "2" metal trame and grate (not including
the eide against the curb) is (2 * 1.56) + 1.71 = 4.83 ft.)
If the total perimeter is 4.83 feet, then the total rate of flow
paBBing through the grate i6 4.83 *.38 cfs or 1.81 cf6, which is
substantially larger than the carryover flow from BaBin A1 and
flow from Basin A2, a total of .44 cfs, therefore, the Type ' 2'
metal frame and grate will handle all the runoff which flows to
it.
Figure 1 indicates that the Type 1grate at Sta. 52+00 will
capture runoff at a rate of .75 cfB. Therefore, the drywell at
Sta. 52+00 will be a Type "B" double barrel drywell. The Type 2
metal frame and grate in the sump condition at Sta. 52+25 will
capture .44 cfs. In the Garrison soil type, a single barrel Type
"A" drywell will accept flows of .33 cf6. The exaeBe flow at
thie drywell Will be .44 -.33 afe, or .11 cfs. Therefore, a 10"
cmp to carry thig excess flow back to the double barrel dryWell
at Sta. 52+00 has been provided. The total flow at thiB drywell
is therefore .75 afs captured by the grate and .11 cfs frcm the
10' emp or .86 cfe. This ie lese than the maximum flow of 1 cfs
allowable in the Garrison soil type.
87083far.drg
3
rt 9'''.] v V g ~
a~ R t~, E 1 x x.,.
~ : « r. It , a~"': ~ ~y"r
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•
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Z
J'1_ r ~ ~ • ~ 1 A 1 R ~ o ~ ~ ~ y ~ I {
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