HOWE S 139 REPAIR GARAGE 3 BAY
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Enqineer/SLtrvcyc~r's/Architect s Name
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Date Submitted •Descriptian Initials
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SPOKANE Cl'3UNTY DEPARTMENT OF BUILDING AND SAFETY
W. 1303 BROADWAY AVENUE -
SPOKANE, WASHINGTON 99260
(509) 456-3675
I certify that I have examined this permit/application, state that the iniormation contained in it and submitted by me or my agent to compile said permit/application is true
and correCt, and 8uthorize Spokane County to proceed with processing. In addition, I have read and understand the INSPECTION REOUIREMENTS/NOTICE
provision3 included herein and agree to comply with same. All provisions oi laws and ordinances governing this type oi work will be complied with whether specified
he.rein or not. I understand that the issuance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local
laws regulating construction.
SIGNATU.RE OF APPLICATION
OWNER UR AGENT DATE
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S P O K A N E a~ ' C O U N T Y -
DEPARTMENT OF BUILDING AND SAF6TY • A DNISJON OE THE PUBLIC WORKS DEPAR'TMENT
J AMES L. MANSON, DIRECTOR DENN15 M. SCOTT, DIRECTOR
TO: Paul Chase, Fire District No. 1
Allan deLaubenfels, Planning Department
Bob McCann, Engineering Department
Tom Postlewait, Building and Safety
Daryl Way, Health District
FROM: Thomas L. Davis, Code Compliance Coordinator
Department of Building and Safety
DATE: January 18, 1990
RE: January 17, 1990 - Pre-Construction Conference
South 139 Howe Street
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information,
pleases feel free to contact me.
TLD:rmd
cc: Mr. Barry Baker, Baker Steel Inc.
Ms. Mabel Caine, Air Pollution
Mr. Dennis Scott, Public Works Director
WEST 1303 BROADWAY • SPOKANE,WASHINGTON 99260-0050 •(509) 456-3675
FAX (509) 456-4703
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♦ 1 1
CORRECTIONB:
To minutes or changes from what appears in the minutes, we should be
notified within one day of your receipt of these minutes.
To site plans as required by any or all of the above-listed
departments shall be submitted to Building and Safety who will then
distribute accordingly to those departments. .
ADJOURNMENT: 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 11:30 a.m.
Copies of Minutes to: All participants
File - South 139 Howe Street
Three Bay Repair Garage
NOTE TO APPLTCANT: Some time ago the County recognized the need to
streamline the building permit system and accordingly initiated
these Pre-Construction Conferences. Comments so far would indicate
these conferences are successful and do enhance the permit system.
As a recent participant, we woiild appreciate any comments you might
have to further improve the process or, should you have any
questions or concerns regard-ing your conference, please contact
either Jim Manson, Building and Safety Director, at 456-3675 or
Dennis Scott, Public Works Director, at 456-3600.
Sincer-ely,
James L. Manson, Director
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S I7 O K A N c- C O U N "I- Y
,
OFFICE 01= THE COUNIY ENCINEER • A DIVISION OF TWE PUBLIC WORKS DEI'ARTMENT
Ranald C. Hormann, P.E., County Enginccr Dennis M. Scott, P.E., Director
FACSIMILE C4VER SHEET
DATE: lzl --s2
TO:
ATTENTION:
CITY/STATE:
FAX NUMBER: 9 7~ 7
NUMBER OF PAGES (INCLUDING COVER SHEET): ~
FROM:
~ -
COUNTY FAX NO.: (509) 456-4715
MESSAGE/SPECIAL INSTRUCTION: _
- - - ~ ~ ~ -
Please contact at (509) 456-3600, should any problems occur
with transmission or reeeipt of facsimile.
N 8'1 I►effersun tiF,okane. V11/~ Q1-)2o0-0180 (509) 45o-3600 FAX (509) 4 56-4 715
~ . . ' .
ROADWAY IMPROVEMENT BOND
KNOW ALL MEN BY THESE PRESENTS, that
(developer), as "Principal," and
(bonding company), a corporation organized and existing under the laws of the
State of , and authorized to transact a surety
business in the State of Washington, as "Surety," are held and firmly bound
unto Spokane County, a political subdivision of the State of Washington, as
"Obligee," in the penal sum of
S Dollars
lawful money of the United States of America, for the payment of which the
Principal and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, said Principal is the developer of a tract of land in Spokane
County known as and being
located in Section , Township North, Range E.W.M., in Spokane
County, Washington, and said County has required that a bond be furnished in an
, amount sufficient to pay the construction costs of installing to the approved
grades, curbs, sidewalks, drainage control and/or paving of roadways adjacent
to said development, and such other work as is incidental and necessary
thereto, all in accordance with Spokane County Road Department specifications,
and to the satisf action of the Spokane County Engineer; such improvements to be
completed in two (2) years or less time unless said time period be extended at
the option of the Spokane County Engineer.
Upon failure of the Principal to comply with the requirements stated here-
in within the time authorized, and upon delivery of written notice thereof by
Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent
of this Bond.
The obligation of this Bond shall be kept in full force and effect until,
in the opinion of the Obligee, the requirements herein stated have been satis-
fied, in which event written release will be given by the Obligee, the Obligee
having sole right to grant such release. Surety her.eby waives all rights to
release from the obligation except as herein stated.
SIGNED AND SEALED this day of , 19 .
Principal
By:
Surety
By:
(Title)
% ,
DRAINAGE
TOTAL AREA draininy tv Dryweil
26'(raad + sidFwalL,) x 195'
= 5070 sq ft/43560 59A~t- = 0.12 Ac
Q = CIA
Whc-re C = 0.90 (impervious sL►rface)
I= 3.18 inch per hour
A = 0.12 Ac
Q = 0.90(3.18)(0.12)
= 0.34 cfs
0.34 cfs 0.30" ci's max for Typc I~r;:•~l 1
' Q h:
! I]e6: F, -M': IRtG1
0.8% slope at inlet w12" depression.
By F i gu re 15, 2' grate accept 75- of T low.
2" depression at crate inlet will feee most of
remaining flow into drywell.
R~COV'` ' J
1990
UN 14
Coun~ Eroeerft
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2.0
~h .
L i~~.r,o■. • • o (A)
10000 ~ ~«~w~at• eo~~~~ut~r ~r rua~N 10
9000 ►oww. ..►.«.l.,i ro ..rael.k t.
eooo C.....►
7000 1 Is 4901040c" a eass ~►o►t .Ot • 1.0
6000 nn~c.oc~...a r.octcows 1906. .07
5000 .eO
• .Od
4000 .TO
' ZXAY►lE f1ct oatrIo uaIt .Da
3 ~
olvao. 0 . 0.0) ~ .60
\
~O
n . ot l/n . ~toe ~ !0 ~ .04 .50
t•1 LI)
2000 . • o:: C~ s0 _o U. .10
Z ~ • - ,
. ~ Z
1000
900
900
_ C = -
\ 700 -j ^ I
~ 600 = ~ e W
.20
S00
c ,
0 400 ~ (aJ •t , Z ~
INSTRUCTIOIt3 ~ ~ _
Q 300 ~ O1
~ , CM.«. I,n ,..,a ,Lo.C Q os~ ~1,, a . . ♦■o coMIt♦ 011c■•Nt Io) sIrr =
„ .aoa . . -
; 200 otrrw ttl *»t:e *+o u.u war ('A,~ .Ot .007 ~ 10 )
r t~Tt~{tCT A1 fWM4N l144 ►0O y/ e e
' ~ :a~c.t w►~.~o. - = W
006 a ea
• , 2. /OS 1M1110~ ~ " " ' ~ L
.aas W
' IOQ
..s«.tco cM...s~ ~ LL W .OT ~
90 .s ,«o.. v.a ,oro....- Q 0 .
~ eo , W r oos ~ - .og .
7O •,TM ~ . ~ ,
60 CL O -.05
30 1 *o oart•r,.: f T~ ~-.003 ,
LD
4 asa..~~~ o~ ~ ~ . .04
. ~ «o•,«or a c■&rrtL
•~vir~ ~~ptr a~~- ~
30 oen~~~~t otrrr e~o~ ro~~► o~teNUw i• _.002 U`+'_'•"
urioa •actIoO 1.1% ulf wrowarr ro ; ~-.03
Ol <<~r~~t 0~ iM fttt~~ •►0d oE►tn
: 120 ~ - (T) _
s-_
. . .o oc,c■...t ascu..44 .02
p s... ~
, COW011T( llCTtO~ ^i - ~ • . •
VOILQ• 'M1►46149I00 ! ~ C } W '
~ 10 *o o*r„r 044c"811164 t. ' .001 0 .
sccrlo. . .r .fsv.so • 1~~~ 1 -
oc•rw • ; ootair o. ros
flOh •ayi0 6, ♦~0 Otrvr d' fwto 0, p
♦ • , • .01
NOMOGRAPH FOR FLOW
IN TRIANGULAR CHANNELS
. ~
f
6-42 E
<<
,
.
_ F ! GURE .
~
• ~ ~
•.r - - -
f • .
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• ;
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GRATING IN PLANE OF PAVEMENT )
WATER SURFACE ~
. / dQv = d- 2/ 5 2~0
~
~AT1NG
,
Wp _
~ W = WIOTH OF FLOW -
0 10 20 . 30 40 SO 60 70 80 90 100
100 '
WQ : W= % yyIOTH OF FLOW
AN -
90-
~ g0 I
, .
70
so
_
N OTE :
raM-'~ -
The curve is based on povemeni with
° so• uniform rofe of rise from curb to crown.
N. ~
~ y
. tq:.
'r1./ -
_ Given Q = 0.34 cfs
r d = 0.095
Sx=2$
w = 0.095 /0.02 = 4.75
n,.c
w ' '
~
20- wg/w = 4. 75 = 42%, Q= 75%
but 2" grate depression should accept
~ 10, most of reamining flow
~ .
0
,
EXQMPLE • Sx
. Glven : 0= 10 cfs d= 0.5 5x - 5% W= 0.5' - 0.05 = 10
• ' With Wg ~ W= o= 20 Groting 2' wide tokes 44. 5% 0= 4.45 cfs
And Groting 41 wide toKes 75 % 0= 7.50 cfs
;
GRATE ON Q CONTINUOUS GRADE
FIGURE 15 . ~
6-37
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