Evergreen S 910 Montessori School
o~ ~ ! • ~ ~ •
~ (THIS IS NOTA PERMIT)
~ • BUlLDING PERMtT APPLtCATION WORKSHEET
. • PLEASE PRINT ANO COMPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTANO
Z!
COMPIETE IN INK
(Ptease return this origlnal and your buifding ptans to the Oepartment of Buiiding and 3afety)
SHAOEO AREAS ARE FOR OEPARTMENTAL USE _
Owrer e Narne tAST FIFIST MI
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County Contact Person S 0~ Phone No. 456-3600 Dete C -
; COMM ERC IAL BUILD I NG PERM IT REVI EW
This building permit review is intended to appraise you of the improvemeats (roadway, side-
walk, curb, stocmwater, etc.) which must be constructed ira asaociation wiCh your building
permit. This checklis[ will be filled out by the Eagineer's etaff and a copy will be re-
turned to' you at the time that the permi[ is initialed by the Engineering Depar[men[. All
requirements shall be completed prior to issuaace of the building permit. All unchecked
boxes requfre additional research or informetion to make a determination.
1. Stormwater Draina e Coneiderations
*A. Per guid'eTlneor 'Stormwater Management 1981" both on and of f ei te.
1. 208 Considerationa* 911"O'Yes. Li No
2. Flood hazacd Zone considerations** Li Yes Li No
3. Storm Draiaage P1an NeYe e Li No
~ II. ~Planning Action #
~0JA a short plat, rezone, Conditional Uae or Variance a Yes tj No
~i1e * oa property. Planning Number ~ - ~
5Zq ~ ~ «oL~
~
2. Are requi remente of planni ng ac ti oa incorporated a Yes a No
into si te plan
III. !Ight of Way
1. Does permit necessi[ate R.O.W. dedication a Yes No
2. Did zone change require R.O.W. dedicetion a Yes o
3. Radius at corner ~ Yes No
IV. Countq Road Improvements
1. Roade need to be improved. How wide Yes a No
2. Curb Yes ~ No
3. CRP/RID agreement (Copy of deed, coatract, oc ~ Yes ~ No
title report requiced.)
4. Plane for improvemeats provided Yes p AIo
5. SideWalk Yes p No
V. Parking Plan 6 Approach Location
1. Review and gign of f by Tref f i c Yes a No
2. Approach Pecmit from Engineer'e Office Yes a No
3. State or Ci ty si gn of f ~ Yes No
4. Is this road on 6 Year Plan a Yes ~ No
VI. ULID Agreement: ~ Yes ~ No
VII. Field Review: Pcelimtnary Coraments
-
* Al l land wi[hi n the Aqui fer Sensi tive Atea,, whece deemed feasible by the County Engi-
neec, shall i ncocpacatp stArmwater treatment to mitigaCe the porentiat for groundwatpr
degradation. (See Gutdelines Fnc Stormwater Maiiagement 1981, Spokane Board ot County
l:ammi sstoner's Resoluti on No. 80-1592, as dmended. )
fhe rurpas(- oi f lnt)cI ha.r.a rci zune rrvi Ew i+, Cu mi ni mi ze LosSeg due to E loodi ng in epe-
eiFic arPas detiiknated hy Finod Fld7ard Ro«titlary wapg on filP ar Che Comity F.rtgineer's
()f f i c r•. (5t-t- Spakanc ~cmrd tit ("•c)ointy G'r)mmi sstonec's Resolutinn No. !il-tl?Zb, as
smwiided.,
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COUNTY ENGINEER
RONALD C. HORMANN, P.E.
COUNTY ENGINEER
~
' SPOKANE, WASHINGTQN 99260-0170
SPOnANC Cour+jy caer4l pousc
September 19, 1990
US Bank
' w 902 Garland Ave.
. Spokane, wa. 99205
RE: Building Permit
, S 910 Evergreen Road
;
' Dear Sir or Kadam:
i
Please be advised that the savings certificate No. 08-004-
012-002751-0 fesued by Old National Hank for roadway
improvements for tbe above mentioned buildimg permit, in the
current amount of $5,200.00 may be nor be released.
If you have any questione, feel free to call our of f ice.
u
n Very truly yours,
a
~ Ronald C. Hormann, P. E.
c
Spokane County Engineer
~ r
,
erry Sims
Plat Inspector
cc: The 5isters of the Holy Names
~
R
l
} Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 4
r - - -
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• , • ,
~~I l! ; ~ ~ rOFFICF. OF
COUNTY ENGINEER ~
i
ROBERT S. TURNER COUNTY ENGINEBR ~
{LLf --r
µSipOSamm jpWAas=0►r0ff 99.260
o~ cr
SPOMANE GOUNTr COUR't HOUSf j[ !O ~ ~ /e ~ ~ •
~
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~
Subdivision Name : /~olV te5-So
Dear Sir:
~
Qae of the requirements set fortb by the Spokane Couaty Planiiing Commie- sion in connection with the above-tftled plat involvea the filiqg with thie "
office of a Street Improvement Bond. A preliminar,y inepection of the plat has
been made by this office and the amount of `the Street Improvemeat Bond found
to be: ~
$~20000
.
A Street Improvement Bond in ttie above amount muet be filed with thia
office prior to approval of the final plat. The bond will be relea.8ed onlq
upon satiefactory completion of the required street improvement. Please
contact thie office when work on the improvement ie ready for fnepection, or
if you desire additional iaformation or advice concerning the work.
Very truly youre,
Robert S. ltirner, P. B.
Spokane Couaty Sngineer
~
Bq )d&54
Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456-3600
• . .
. , . . .
~t~Bt~•aL~ E3~' Y f"AArTE
~ -------rw--..~~~~~--ww-----------r-..w--s~--r-~~~~~~~~~~~~~----------...-
•PROJ . MONTESfaOR I SCHOOL AiAME Js DATE 11 /04/65
DRAINAGE ITEMS UNITS QUANTITY PRICE CQST
1) IIrywel 1- TyRe A EA. 1 1150.00 1150.00
21 Drywel1- Type B FA. 1400.00 O. 00
3) Grate - Type 1 EA. 270.00 0d00
4) Grate - Type 2 EA. 290.00 0.00
5> Grate, - Type 3 EA. 1 270.00 270.00
6) Pack f i 11 For DW CY 30 8.50 255.00
7) Concrete inlet EAo 500.00 OoaO
8) G. M. pi pe 10" di a. LF 12.00 0.00
9) C. M. pi pe 12" di a. LF 15.00 0.00
10) C.M. pipe 15" dia. LF 18.00 4qQ0
il) C.M. pipe 18" d,2aQ LF 21.00 0.04
12) Precast Kanfiol e EA. 1400.00 0.00
13) Sol i d Lid EA R 270.00 0.00
14) Dstch Excavation CY 25 7.94 197.50
15) £;od SF 484 0.50 242.00
NON STAAIDARD DRA I NAGE I TEMS
1) 0.100
2) 0.00
3) 0.00
4) 0.00
5> 0.00
6) 0.00
DRAINAGE SUBTOTAL 2114.50
-----------r--.~~--.~----r----4------------r~~~~~~---r--rr---w~~~~~~---
16> Monumertts EA. 140.00 0.00
17) Barri cade LF 20.00 0.00
18) Street SigR6 EA, 75.00 0.00
OTHER SUBTOTAL 0.00
-------r--- ---rr.~~~-------s----r-----r~--------
GRADI NG O SURFACI IVG, CURB, & S I DEWALK
19) Rough Grade CY 44»5 7.90 351,55
21) Top Cour se CY 22.3 12.00 267.60
20) Hase Cout6e CY 12.04 0.00
22) Asphait Cvncrete Tons 22.8 36.00 820.84
23) Curb Type A LF 122 4.25 518 . 50 '
24) Cur-b Type Fj LF 5.24 0.00
25) Curb Type R LF 5.20 0.00
26) Si dewal k SQ YD 83.7 13.00 14s8. i O~
- -
NON-STANDARD RQAD ITENS
-
1) 0.00
2/ QO 0vT
3) 0.00
4) 0 r 00
-------------------------------i i
~ GRADi#VG AND SURFACING SURFACING '%3046.55
ORAND TOTAL 5161.05
fj
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• a STREET QUANT I T I E5
PRC1,7ECT lV0 p- DEBI,GIVER- JS DATE- I 1/+4lfl5
PRt1J ECT DESCR I PT T ON- MONTESSOFt I SCHOOL
STREET # i
1VAME- EVERGREEN LENGTH- 122 FT. W IDTN- 1 zFT A
BEGINNING STATION ~ 338.00 ENDIN[3 STATION ~ 460.00
OIVE S I DE OhILY PW I DTH= 22 r00 EW I DTN= 8.60 QW I DTH= 0.00
TERM # i z CHOPP'ED
TERM # 2 9 TAREk TARER LEIdGTH = 25,,00
ITEM MEASUREMENT QUANTITY
r~~~~~~~---
SURFACE AREA- 1802.30 S,.F.
RORDWAY EXCAVATIQIV .67 FT. 44.5 C. Y.
CRUSNED SURFRCING TOP COUFtBE .33 FT. 22.3 C. Y.
CRUgHED StJRFACiNQ aASE COURSE 0.00 FT. 0.0 C.Y.
ASPNALT CONCRETE ,.17 FT. 22.8 TOR18
CURB EXTSTTNG 0.00 FT. PAOPOSED 122.0 F7.
sIDEWALK EXISTIPlG -9.17 SY, PROPOSED 93.7 SY.
i
TQTALS
kf]ADWAY EXCAVAT Y ON 44.5 C. Y b
CRUSHED SURFACE NC TOP COURSE 2263 C« Y.
CRUSMED SURFACING BASE COURSE O.O C.Y.
ASPHRLT CONCRETE 22.8 TONS
CURB 122.0 FT.
S I DEWALK 83.7 SY e'
r
• • • • -
, ~BOND EST PORM
• Pltt7JL•'CT~~k-~p.SS.~? 1 5P. NAME ~ r ~f~ l-S~^ ~ DATE 4-5 ~
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Item # DrainaRe iteme Units Quantity Price Coat
~ - I
1) Dr ywe 11 - Type A EA
2) Dr ywe 11 - Type iB EA
3) Grate - Type 1 EA 4
4) Crate - Type 2 EA
5) Grate - Type 3 EA ~
6) Back'f 111 for DW CY 30
7) Cancre te in let EA
C.M. pipe 10" dia. LF
9) C. M. pi pe 12" dia. LF
10) C. M. ,pi pe, 15" dia. LF
11) C. M. pi pe 1$" dia. -LF
12) Precast Mlanhole EA
~
13) Solid Lid EA
14) Ditch Excavation CY
15) Sod SF q f;~'t~
Non Sfandard Dtainage Items
1)
2) .
3`)
4)
$td Bdl Dwl Conc Dia Dia Dia OTHER
Page Dwl Dwl BRF In le t Pi'pe Pipe Pi pe
1)
2)
3)
4) S)
6)
7)
9,6/4
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CLARENCE E. SIMPSON ENGINEER, INC.
CIVIL EW-7INEERS AND,LAND SURVEYORSt
N. 909 Argonne Rood
Spakanb, Wosh i ngton 99206
Telephone• 926-1322
TO:
.
SUBJECT• 'Cott.,
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- RATIONAL FORMULA HYDROLOGY
DATE = 1,0/23/85 DESIGIdER ='C SIMPSON BASIN A
OESCRIPTION ~ MONTESSORI SCHOOL
SUHAREA 1=. 31 ACRES SUBAREA I RUNOFF,COEFF I C I ENT = .38
SUBAREA 2= .06 ACRES SUBAREA 2; RUNOFF ' COEFF IC I EtdT = .91
TOTAL AREA =.37 ACRES COMPOSITE RUNOFF COEFFICIENT =.464324324324
OVERLAND FLOW VALUES
Ct = .15
'
L = 240
N = .4
S = .009
CHANNEL FLOW VALUES
L = 120
Zl = 44
Z4 = .172
N = .016
H = 0
s. _ .012
-
TD = .109
COMFUTED VALUES
DUR = 10.92
110 = 2.4 9
010 = .38
QA = . Z'H`
• ' • • • • I
' • ~ • ♦ ~ .r+ • . HYDROGRAFH DESIGN
S.C.S. TR-55 METHOD
DATE= 10/23/85 DESIGNERa C SIMRSON HRSIN A
DESCRIPTION= MOIdTESSOFI SCHOOL
SUBAREA 1=.32 ACRES SUBAREA 1 RUNOFF CURVE NUMBER = 63
SUBAREA 2=.06 ACRES SUBAREA 2 RUNOFF CURVE NUMPEFi s 99
TOTAL AREA = .37 ACRES COMPQSITE CURVE NUMBER = 85.59
HASIN INRUT DATA
RAINFALL = 2 INCHES
HYDRAULIC LENGTH = 240 FEET
WATERSHED SLOPE = i RERCENT
TRAVEL TIME = 0 HOURS
CALCULATED VALUES
S = 1.68
G! _ .83 I NCHES
LAG = .08 HOURS
Tc = .14 HQURS
VOLUME = 1,066.69 C.F.
MAX RUNOFF = .38 C.F.S.
TADULAR HYDROGRARN
HOURS RUNOFF IN C.F.S.
10.0 0.00
11.0 .O1
ii.s .oa
11.70 .13
il.@O .38
11.90 .37
12.00 .ab
12.10 .15
12.20 .09
12.30 .07
12.40 .06
12.50 .05
12.60 .04
12.70 .04
12.80 .03
12.90 .03
13. 00 .03
13.2 .03
13.50 .02
14.00 .02
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15.00 .01
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20.0 .01
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TYPE A CURB CALC
--t---------......---........_....---
Name Q. iVELSON Date ~10-25-85
P'roject MCINTE380RI SCHOOL EiJERGREEN ROAD
Wi dth from center1 i ne to curb 22
~
8*ati on Pave. Edge El. Di st CL - edge Mi n. el Lav. Max. el ev.
5+47 23. 49 8,.6 23.454 23.722
4+40 24.4 8.6 24.364 24.63~
3+50 25.5 8.6 25 e 464 25 « 732
s+00 26.74 8.6 26.704 2b« 972
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COUNTY ENGINEER ;
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RO BERT S. TU RN ER ~
COUNTY ENGINEER ~
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SromAwn 9WAanKrrorox 99260 '
SPOAAN[ CObwtr CpupY NpNSC ~
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Subdivision Name: e,/, f~.fSorl
.
Dear Si r: °
~
One of the requiremente set forth by the Spokane County PlaaniAg Commis-
eion in connection with the above-titled plat iovolvea the filing aith thie 'office of a Street Impcovement Bond. A preliminary iaepection of the plat hae :g
been made by this office aad the amount of the Street Improvement Boad found -
to be :
~
.
$ ,~2 ~Q o 0
A Street Improvemen[ Bond in the above amount must be filed vith t6ie
off ice prior to approval of the final plat. The bond will be released only
upoa satisfactory completion of the required etreet improvement. Pleaee
contact this office when work on the improvement ie ready for inepection, or
if you desice additional iaformation or advice concerniug the work.
Very truly youra,
Robert S. Turner, P. E.
Spokane County Engiaeer
.
By )0001
Public Works Building North $111 Jefferson Street Spokane, Washington 99260 (509) 456-3600
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COUNTY ENGINEER
'
_
R06ERT S. TURNER
• ~ "i ~ ~ • ` "y ~ { COUNTY ENGINEER
■ ~
a~~ : a ayr ' J~ 11 / i'i~ ' r 1 Spcsm;L.vv. ,W.irrnaz-4ornv 99260
SV@Ri►%t Clunt* tOuur w0t.tt
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Gentlemen: 5V9 ~q r~'a'`"• al
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A teviea of the road, drainage, and parking plans foc the above-refee-
eneed plat, short plat, binding eite ptan, and/ar building permit has been
accamplished. Areas of concern to ue sre indicated in ced on the attached
prints. elea9e make the corrections and cesubmit them to this office in ocder
that the ceview process may proceed. When the plang are resubmitted, mark alI
changes on Che revlsed print ia coloc.
If you have any questions about this reviev, plzase con[act us at
45b-3b00.
?hank you.
Sincerely,
Robert S. Turner, P.E.
Spokane County Engineer
i
,
Gary S. Nelson, P. E.
Planning Engineer
GSN/sek
Attachmen[
5/30/4
Public Works Building North 811 Jeff¢rson Street Spokane, WashYngton 99260 (509) 456-3600