Nora E 12904 Add (2nd Story) CLS Mortage Bldg
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C~ ENGINEER'S'SHMT
BLDG. PERMIT # •or -.MLE# R94092._W
Related Ffle # ( ZL-93 7'7)
Date to Rmew 5•25-94 Time 11:00 # PRE-GONSTRUCITON
Date to AAtBc DR T~e
Date Received 5•11-94
Projectf Name ~D LU MORTAGE BLDG No. Lots No.Acres
-Sech n - Township - Ran. ge
SI'1E ADDRESS NORA E 12904JW 1VICDiOrNALD PARCEL # 10543-0156+
Applicanfs Name DEAN BC1c LwA(~er~ ptoftone # 928-6545
qq4 -3770.
Address 213,18 E GIT:BERT ItD Work #
Date ConcYitions mailed
Contact pbrson phone
FI.OOD ZONE, Ni YIBS W 9 SGH00L
Engineer I SwveyQt's f Arcbitect's Name
Plaaniug Contact Persan Phone # 456-2M
,
Date Snhmitted Description Initials _
F ,
f YArxREEMMT € spAY F.EES OR PRIO~,tT'ff .RFE COMPLE7ED & COFY TO ACCOUNMXG
,
I. / FINAL.PU►.T FEES COMP.LET'ED 8c COPY 'PO AOMGfN'MG
/ I NOI'IGI~TO FUBLIC # 1 3 4 6 OOWLE1ED - OR NEEDS 'PO BE SIGNED
~ t DESIGN DEV1A'IIOIy 3U8MIZ'T~D
AI.TERAZ'ION TO FLAT -tBLOCKS Bt LOTt • ~ HBpR[NG 67CAM AP.RROVED DBNffiI3-APPBAl;BD BBC / TROJEGT APPRI?V8D DBNIED
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~ANSIVIITTAL
NOTICE OF, T
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13t1S[NESS NAMF PARCEL N0 ILEGAL
C L J /LZ8'2 DESCRIPT[aN•
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PROPOS SE. d
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CONTACT ~ PHONE.
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REASON FOR TRANSIVIITTAL
PREAPPLlCAT10N CONFERENCE PRECONST[tUCTiON CONEERENCE OTHER
DATE: TIMfi
DOCUMENTS CIRCULATED
DISTRIBUTED TU. ~
RECD
DFSCRIPTION BU1LDlNGS PL.ANNING ENGINEEltS HEALTH SCAPCA FIRE DIST d OR'tiER
iSite Plan (new) (revised) I I ~ ~ I
Cryttcal Matenals List VXJ
411 Farlung Plaa Signage Plan ILightins Plan 4
lDcainage Ptan ny,~~'`t ~
C A ~ 4
iDrainage Caiculations t~ ~iu
lASreement to Pay Fees
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• rx~wr~ iri
lImgation Plan ft, ~~H ~~}S
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LAndscape Plan I ,I \ I / \ ,$'~(ti,+'~{
+~i~ rw,~PnOAUSSO~.y' LCttPt aI ~ ~b?y~'~.~ y
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n ~ z fi bi S~w~~~ I~S v v'~. v.{.~YSv ~~Sv r ~ 33rE
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Tcaffic Circulation Plan
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Constructi °n Drawiogs "
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Floor Plan
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The abovr irems hmv baut '
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Date of Transmittal~ (T Review Ccorclinato •
rr- CHI
c„cuiated ny o QUG 2 31994
,
, SPOKIINE COUNTY ENGINEER
Sp~i~ttr~u~ Ct~in~~~► Drr~~i~rpi of [3uildr~~~~% 1026 Wi,%► 8i~,crtlir«y fl ~~c.~~~ue ~ Spul(urrc~~, WA ~J
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RECEl1iED
SEP 16 1994
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SPOKANE CQUNTY ENGINEER
piaE8oo~E susI~aESs cEwrER U. Z3~i:! CMERAY RO. ~
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saoKueE vaa.«Y9 1RIA 99296 Eft.92e.9240 LFTTER 0f TttANSAAtI?At OATE:
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Genfile,meA.
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Enclased herewfthxplease find cop,es of the follow.Fng items:
D Shop Drawings XPiintt D Coror Selectrons
• SpecifIcctions 0 Somples ❑ Other
OESCRIPTION: 0*~~ J¢~r a=-
e&
_ ~ ~ - -
-
These ore fransmitted"ds checked below
0 Approved os Noted 0 As Requested 0 For Approvd)
❑ Returned #or (:orrettions ❑ For'Rev(ew & Commeni 0 For Poyment
For Your Use ❑ Other ❑ For Disbursol'
REMARKS:Z~~ 4vew... 171ze I
Vr''~Aoi5 .*ler _ 4ew v .
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J. Paul Ramer & Associates, Inc. LETTER OF TRANSMITTAL
Consulting Civil Englneers & Larrd Surveyors
N 10115 Newporl Higfiway
AAailing Address, P.0 Bmc 18179 DATE ~ ~ ~ ~ -7 /c,~ .los rvo Spohane, Washington 99208-0779
PhQne (509) 467 5261 • FAX 461-5262 AnETioN "P,Q() L Ltf.d /.3~M ~4~l~VV
RE ~i e~
To E:j'
~ GTZA- A-V 4E •
~--12qa 9
GENTLEMEN•
WE ARE SENDING YOU ~l Attached CI Shop drawings RA Prints
X Plans C Samples D Specifications ❑ Copy of letter
El Change order G
COPIES I DATE ~ PAGES ~ OESCRIPTION
Z /17 19'9 40 3 5 T'l z I eALC • S
';?1 Iv lITLII ~ 'FLAN -k ~CF (t_ 514E'ETS (teiNrs:~
JO11-7 ~9~ ~ ~~~~IL.~ c'~~EET
THESE ARE TRANSMITTED as checked betow
L~ For approval ZFor your use 0 As requested
Cl For review and comment j;
REMARKS
✓ i -
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COPY TO
.
SIGPE6'.
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I/ enclostrres ere not as noted, kTirdty noftly us at onca
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HOWSTRING MFTHOD (TBN YEAR STORM DESIGN) PROJFCT: 94271
DETENTION HASIN DESIGN BASIAT: SWALF
DESIGNER: L. CARLSSN
NUMBER OF DRYWELLS PROPOSED DATE: 17-4Ct-94
1 Single (type A) 0 Double (type 8)
Total Area (calc.) 0.19 (see following sheet)
Time of Conco (calc.) 5.00 (see following sheet)
Composite "C" (calc.) 0.90 (see following sheet)
Time of Conc. (min) 5.00
Area (Acres) 0.19
C' Factor 0.90
Impervious Area (sq. ft.) 8124
Volume P=ovided 208: 350 storm: 350
Outflow ( cfs ) 0.3
Area * C" Factor 0.17
~aa~~~-=-aaa=a~aa~==~=-=-===a=~.:-~~~a=~=====-==a=-=aoaa==~==~===-~n_oa
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc.
(min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
a===~~a~caasz~naa====a=a=~aa~~=~~====o~aaaaacoca=~=~===aoca~=aaca=a~~.=o==
5.00 300.00 3.18 0.54 219 90.00 129
5 300 3.18 0.54 219 90 129
10 600 2.24 0.38 269 180 89
15 900 1.77 0.30 303 270 33
20 1200 1.45 0.25 323 360 -37
25 1500 1.21 0.21 331 450 -119
30 1800 1.04 0.18 338 540 -202
35 2100 0.91 0.16 343 630 -287
40 2400 0.82 0.14 351 720 -369
45 2700 0.74 0.13 355 810 -455
50 3000 0.68 0.12 361 900 -539
55 3300 0.64 0.11 372 990 -618
60 3600 0.61 0.10 386 1080 -694
65 3900 0.60 0.10 411 1170 -759
70 4200 0.58 0.10 427 1260 -833
75 4500 0.56 0.10 441 1350 -909
80 4800 0.53 0.09 444 1440 -996
85 5100 0.52 0.09 463 1530 -1067
90 5400 0.50 0.09 470 1620 -1150
95 5700 0.49 0.08 486 1710 -1224
100 6000 0.48 0.08 501 1800 -1299
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DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in./ 12 in./ft. a 339 cu. ft.
provided: 350 cu. ft.
DRYWELL REQUIRENiENTS - 10 YEAR DESIGN STORM
Maximum starage required by Bowstring= 129 cu. ft.
provided: 350 cu. ft.
Depth of atorage swale ~ 0.50 ft
Number and type of Drywells Required = 1 Single
0 Double
TIME OF CONCENTRATION (minutes)
Tc (overland) Tc (gutter)
Ct = 0.15 L2 = 25
Z1 = 1
Ll(A) = 0 Z2 - 50
N(A) = 0 H ~ 0
S(A) = 0.02 n = 0.016
s = 0.008
Tc (A) = 0.00 d = 0.13
L1(B) = 24 Tc (gu) = 0.32
N(B) = 0 Tc(A+H) = 0.00
S(B) = 0
Tc(tot.) = 5.00
Tc (8) a 0.0 Intensity 3.18
Areas "C" A*C A = 0.4112895
WP a 6.5309
0.19 0.90 0.171 R= 0.0630
0.00 0.00 0 V= 1.31
0.00 0.00 Q Tc(gu) = 0.32
0.00 0.00 0 Q(est} = 0.54
0.00 0.00 0
0.00 0.00 0 Holding = 0.89
0.00 0.00 0
Total A Comp "C"
0.19 0.90
Q=C*I*Aa 0.54
Q(est.) = 0.54
iMP~~e V~~US oWEA
= (2o t6) x -5 12- 46
=eI24 ~SF
A~--a 7~ l~ . =8~'24x~'5
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= 67 67F e 6' ~DeFl'~H
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: 94271
DETENTION BASIN DESIGN HASIN: SWALF
DESIGNBR: L. CARLSEN
NUNBER OF DRYWELLS PROPOSED DATE: 17-Oct-94
1 Single (type A) 0 Double (type B)
Total Area (calc.) 0.19 (see following sheet)
Time of Conc. (calc.) 5.00 (see following sheet)
Composite "C" (calc.) 0.90 (see following sheet)
Time of Conc. (min) 5.00
Area (Acres) 0.19
C' Factor 0.90
Impervious Area (sq. ft.) 8124
Volume Provided 208: 350 storm: 350
Outflow ( cfs ) 0.3
Area * C" Factor 0.17
==as~=a==~-aaoaaaaa=aaaooa~aaaaasa~a~aa~~aaoaaa~a~~~aaa=a~noaaa=~a~eaa
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc.
(min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
~~oa~aa~~aaaaaaocaoaca=aoaa~aa==~a~oa~~a=aaaa~=~c~=~c==aaaaaaacaaoaaaac~
5.00 300.00 3.18 0.54 219 90.00 129
5 300 3.18 0.54 219 90 129
10 600 2.24 0.38 269 180 89
15 900 1.77 0.30 303 270 33
20 1200 1.45 0.25 323 360 -37
25 1500 1.21 0.21 331 450 -119
30 1800 1.04 0.18 338 540 -202
35 2100 0.91 0.16 343 630 -287
40 2400 0.82 0.14 351 720 -369
45 2700 0.74 0.13 355 810 -455
50 3000 0.68 0.12 361 900 -539
55 3300 0.64 0.11 372 990 -618
60 3600 0.61 0.10 386 1080 -694
65 3900 0.60 0.10 411 1170 -759
70 4200 0.58 0.10 427 1260 -833
75 4500 0.56 0.10 441 1350 -909
80 4800 0.53 0.09 444 1440 -996
85 5100 0.52 0.09 463 1530 -1067
90 5400 0.50 0.09 470 1620 -1150
95 5700 0.49 0.08 486 1710 -1224
100 6000 0.48 0.08 501 1800 -1299
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.
/
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
a Impervious Area x.5 in./ 12 in./ft. = 339 cu. ft.
provided: 350 cu. ft.
DRYWELL REQUIREMFNTS - 10 YSAR DFSIGN STORM
Maximum storage required by Howstring= 129 au. ft.
provided: 350 cu. ft.
Depth of storage swale = 0.50 ft
Number and type of Drywells Required = 1 Single
0 Double
TIMS OF CONCENTRATION (minutes)
Tc (overland) Tc (gutter)
Ct a 0.15 L2 = 25
Z1 = 1
Ll(A) = 0 Z2 a 50
N(A) = p B= 0
S(A) = 0.02 n = 0.016
s = 0.008
TC (A) = 0.00 d = 0.13
L1(B) a 24 Tc (gu) = 0.32
N(B) = 0 Tc(A+B) a 0•00
S(B) = 0
Tc(tot.) ~ 5.00
Tc (H) = 0.0 Intensity 3.18
Areas "C" A*C A = 0.4112695
Wp ~ 6.5309
0.19 0.90 0.171 R= 0.0630
0.00 0.00 0 V~ 1.31
0.00 0.00 o Tecgu) = 0.32
0.00 0.00 o West) = 0.54
0.00 0.00 0
0.00 0.00 0 Holding = 0.89
0.00 0.00 0
TOtal A COmp "C"
0.19 0.90
QaC*I*Aa 0.54
Q(est.) = 0.54
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ItTO. `78 1013
BEFORE THE BOARD OF COUNTY COMMI33IOAlERS OF SPOKANE COUNTY, 114'ASHINGTON
ZE-93-77 ~
IN THE RRATTER OF CHANGING THE ZONIrTG ~
MAP FROM AGRICULTURAL T0 RESIDENTIAL ~
OFFICE ON PROPERTY LOCATED IN ~ R E S O L V T I O lU
SECTION 10, TOWNSHIP 25 N. , RANGE 44, ~
E.W.M., SPOKANE COUNTY, WASHINGTOAT. ~
~
The above-entitled matter coming on regularly for hearinq before the Board of
County Commi9sioners of Spokane Couinty, Washington, on this day, and it
appeating to the Board that the Spokane County Planning Commission hae given
due notice of the heering on the matter in the manner and for the time providecl hy
law; that said Plaruiing Commission has held a publit: hearing as requiredi and
that the said Planning Commission concuca in the plan to zone the followring
described property as:
RESIDEIITTIAL OFFICE:
That part of Tracts 13 and 14, Assessoc's Plat No. 6 lying south of P3H r1o, 2 in
Section 10, Tawnahip 25 N., Range 44, E.W. lvi Spokane County, VlTaehington.
NOW, THEREFORE, BE IT RE30LVED, That the above described property be, and the
same is zoned under the classification of RESIDENTIAL OFFICE as deftned in the
Zonlnq Or+dinance of Spokane County, adopted August 25, 1953, as amended.
AND FURTHER 8E IT RESOLVED That any development on the above-tescribed property
shall be subject to the fallowing conditione:
1) Accese permits for the project area shall be obtsined fcoin the Spokane
County Engineec' e Office prtor to release of building permits.
2) Improvement of Nora Avenue alonq the proiect perimeter to Spokane
County standards. Improvements shall include: curb, drainage contcol
and g8vlnq to exis ting .
3) Any portion of the project which is to be occupied or traveled by
vehicles ahall be maintained in hard surface pavinq.
4) An on-site stom drainage system for the property in question sha11 be
approved by the Spokane County Enqineer's Office.
5) Struetuces on the alte shall be limited to two (2) stories in heiqht.
6) A specific landscape plan, plaiing schedule, and provlsione for
maintenance, acceptable to the Spolcane County Zoning Administrator,
shall be submitted for the proiect prior to release of building permlts.
NOTE: Such a plan shall acknawledge the residential uses to Ehe east of
the eite.
7) Installation of fire hydcants in accordance wtth the requirements of the
Spokane Valley Fire 1vlarahal.
6) Sewage disposal shall be appcoved by the Spokane County Health Distrfct.
(contd. )
_ ZE J V _ /''7 (c;ontd O /
PA3SED BY V3E BOARD THIS '9? D11Y OF , 1978. '
BOARD OF COUNTY COMMISBIONER3
OF SPOKANE COUNTY, WA9HING'FON
HA nny ~ ~ r)mm rmw -
R ' o vi. CHRISTENSEiV
,
8%tt U. KUPEI
ATTEST:
VERN W. OHLAND
. Cl of the -
Bp•
f
' Deputy
This ie to certify that this is a
ttvia and coctect co y of
Resolution No. L 4.0 3
passed by this
day of 97 .
, -
By~ - ,
.
~
i' Deputy
I hereby certify that I have posted the
above changes and revislons on the Zoning
Map in the Building Codes Depattment, and
do furthet certify that the zone classification
change is the same as desceibed above and
shawn on the attached map.
0
,
SIGNED :
DATEV:
-2-
C`
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RIiPORT OF 5/25194 PRB-CANSTRUCTION CONFBRi3NCB
12904 U. Nora - CLS Mortgage Addition
( NAMB ~ ADDR84S I CTIY I STATB I ?dP I PHONB I aDr17'/►Ci'
OWNER ~ Qeae &sstestm CIS 112M E. Nora ISpokaae ~ WA ~ 99216 ~ 928-6545 ~
CON'[RACTOR JDqn Ect 1E1-318 E. Gflbert Rd I OUs Orehnrds ~ WA I 99027 I 9Z8-9328 ~ X
ARCHrneCT 11arryOo9Uebalk 12312 N Cbcrry Rd iSpolcane l WA I 99214 I 938-9240 ~
SfA'iE ENViRONMEIVTAL POLICY ACT(SEPA)
'Ibe proposal was reviewed by the Dlvidon of 8widiags for compliaace with the State Environmental Poficy Act A threshald
determinatioo is not reqwred based on WAC 197-11-800(1)(C}
PROJSCT OVEtt VIEW
Applicaat pteposes uddiag a two-story add'ition, w6ich will be a reoeption ar+es, conferance toam 8t olfice epace Appiicant will
ooatrad groundskeepong. 'Ilus additioa wiU be a dry bwlding
SUMMARY OF PROPUSED
oocv-
iwMvsa rwrrr casr MR
rwaCEL zOM wcitoHS rr~ stmMUaUM sow emout 7v8 sqiovv wwIM ruavama/ra+oHs
tsiaeA:sQ► I uR-n Ize-O-M I neatam I om= zm ww ~ s-a vri I=.+ooo Iwru
~,~m~e I I~-oaat-~at I I I I I
Fftom sp-aei.-vi (ea eam)
DISCUSSION 'IOPICS
(twifioe4lam addilm endootrodtor»lowrMencwmrwKa)
PLANNiNG D$PARTM6IVT(456-2205) CONTACI'. ]IM MILLGARD
• Written oomments were prepared 8t a copy given to the spplicant
• Pca+nde doeumentsuon of land use aetions on parcels. Planning Dept needs verificauon oP approved lot
• Submit a proger lega1 descriptioa after appropnate lund use aetion has been completed.
• plustmte, label & dlmennoa all property lroes 8t conterlines of all raadway rights-of-way
• Venfy tfwt no more than 634b of the site ia cavered by budding footprint
• ZO pariung apaee.s ara re.quired for Uus propasal
• 36-inch hig6 coactete, masonry or decorative block waQ, n 3-foot stnp of lypa [ tandscaping, or ugAt-obscuring fence
shall be provided oa the outside penmeter of aU off-atreet pnrlcing areas abutting ot vnsible from a publie sveeL Ecisang
vegctation wdl be takea into vonmderataon to satistjr requitement Photo ta ba provrded
• If ooat of adctiuon excxeds SO°g of assessed value of euisting atrudure, then enure sita must be retrofitted for taadsmping
BNGINBBRiNG & ROADS (456-3600) COPITAC7%. BOB TURNBR
• Mr 'Itirner was not praseat at the meeung, hawever, written comments were prepared & a copy pven to the applicant.
HSALTH D1S11tiCT (324- lSbO) CONTAC'I%. DARYL WAY
• Conaect to Vera Water & Power. 924-3800. aad abandon well with documentatioa prorided to HeAlth Dapt., or regiSW on-
site system and complywith State Oept. of Health requirementa Heaith Districe supports ubaadoament of weil
• Coordiaate with Valley tlarbage for placement of dumpsters.
' All coatrucuon debria i8 to be d'isposed of at a Iioensed diapasaf site,. No on-site burang or bunal is suthonzed
• Slta ja oonaectad to Couary sewer
FIRB DISIRICT NO. 1 (928-2462) CONTACI%. PAUL CKASB
' Mt. Chase was aot present at tha meetiag. 6awever, telephoned bis commenta
• Watepr supply [or tlus projeq ia adequate
DiViSION OF BUILDINGS (456-3673) CONTAC'I%. TOM POSTLEVf/AIT
• Writtea oomments ae.re prapared 8t a cApy given to the applicaaL
• Rot iaformatio4 on the Amencaas with Disabdities Ad, call 1-800-435-7232
• 7he Drvisioa of Bwidings does not recogaize the truiler a: a tempomry or permanent strucxure.
SWREM9WRXFMWrRELEAWREQtJWKNM
. "w
r
PERMIT REI.EASE REQUIREIVF-NTS
~
Please su6oiY seven sets of rovised site, draiasge, and lanciscape plans plus three (3) oomplete sets ol oonstruction drawings to
the Depar6nenl ofBuildings 1'or ackaowldgement aad disUlbutron to a11 the appropriate agencies. In order for aff agencies
to eWdi&ou.slypnaQess yvur proje+c4 it is important that submittaLs inclucfe aU necxssary drawiogs aod documeots to iasure
that review of,your project is completed in the least amount of tune Documents sbould iacludr: bury&ng address and lega/
de.scriphon of ptnperty.
Spokane County's Project Review Coordinator will be Julie Shatto at the Div. of 6uiidings (456-9675).
~ PLINMNG I ENGINEEM HFni.IM IFM I ovuDUres
a
11 1 Building height in stories & feet M X
21 1 CLrbing around landscapin~ ~ X
31 1 Exierior refuge areas + screeaing ~ X
41 ( Landscapin of parking lot ~ X
51 120 feet 1Ve III landsca ft along Nora ~ X
61 1 L9ndscaPing (locatian, species, size) ~ X
71 1 Parking & traffic circulatioa iplan X
81 1 Parking stalls (number, striping, dimension, directionat anows) ~ X
91 1 Paving ~ X I
101 1 Setbacks ~ X I
11 ~ S (location, height, & squsre footage) ~ X
12 Draina e lan swales, elcalculations X
4...
,
131 e ate the par+ceLs into 1parcel M X
141 Irrigation system N X
151 1 Nursery estinate N X
161 1 Prontissory letter for landscape requirements ~ X
171 ment to pay fees & mi.nimum re4uirements list X
181 Road plans . N ~ X
191 r+QacL pecmit for access to Nora 3{
201 C~t estimate of iaprovements N x I I I I
21I ICAicical bater;ah ust I I I x I I x
221 1 Lock (Knox) box entry tem ~ X
231 1 Separation wall detafls M I I I I X
?A ~Acxessble parktq stalls 8c aocessble routa of travel X
25 ~ Barrier-Free Reqnirements (WAC 51-20) X
261 1 StructucaJ drawings with aet staanps & lculations X
.
'----Si re of Cootdinator
PROJECT NUMBER= 94004157 ( APPLICATION DA~- 05/10/94 PAGE= Ol
THIS IS N~T A , PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 12904 E NORA AVE PARCEL#/=~ 45103. 256
ADDRESS= SPOKANE WA 99206 C
~jF-~! l
PERMIT USE= 2-STORY OFFICE ADDITION
PLAT#= 000104 PLAT NAME= ASSESSOR'S PLAT#6
BLOCK= LOT= ZONE= UR-22 DIST#= F
AREA= 00000000 F/A= F RIDTH= DEPTH= . R/W=
# OF BLDGS= 1 # DWELLINGS= 1 WATER DIST =ed nSD~
~
OWNER= CLS MORTGAGE PHONE= 509 928 6545
STREET= 12904 E NORA AVE
ADDRESS= SPOKANE WA 99206
CONTACT NAME= DEAN ECK PHONE NUMBER= 509 928 9328
BIIILDING SETBACKS : FRONT= iJNKd LEFT= UNIQJ RIGHT= UNKN REA.R= UNIQJ
~~***~~r***~****~******~~**~*** REVIEW INFORMATION ******~***,t~*~**~rr~***~****~*
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - J SHP,TTO
COMMENTS:
BIIILDING PLAN REVIEW REQUZRED
.
CONMENTS :
op 1), Woop -r"ss ",)TJ i 'fflAAWltr65
ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE
CONIlKENTS :
ENGINEER DRAINAGE PLAN REQ'D
~
. -2 1 L
COMMENTS :
HEALTHDIST NEW OR ADDITIONAL WASTE WATER
COrMENTS :
.
, PLANNING SITE PLAN REVIEW REQUIRED %
C4NIlriENTS :
~uv
,
FIRE DISTR HYDRANTS REQUIRED
~
~
•
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4n~~~N~
C,
ACTION S SCREEAt COhiC USERID INQ CHANGE-REASuN
C 0 M M E Fc C I A,L B U I L D IN G C H fi R A C T E, R r S T x CS
'U= 1i R0= RE PARC= 4~i 03.0298 YR= 94 HLTKEY
DYFt= ST ATI,lS
BUIL DING ID= 41,, -LA~lD LINE
S1'RUCTURE 1 YF'E ~-CQNST CLASS NllM IDENI UN1TS
QUAL I TY GRADE COND I T I ON
ACT UAL YEAR BUIL.vT EFF YR/AC.E REMODELEI) YEAR
FUNCTIONAL qBS % ECOTlOMIC 0B5
CXTERIOR WAL.oL TYF'E Y. y
R E F I N EM E N T S
NUM OF UNT T5
AF'F'R BY ON NChT REV DATE
TNSF BY ON INSF' CODES
Nd---AA54E NQ UAIA FQR F'ARGEL
6
. 1 •
i
i
1 ~
r
ACT t CiN S SCREE°N ANFU USER I b I NQ
ASSESSOR' S 1NFORMATION DATA SCREEN
IURISDICTTON= i1 YR= 94 ROLL= RE F'ARCEL= 45103.0298
OWNER ~MAIN, WILLIAM W t4 Nt]RMA ~ FIEI_D E+OOK 00651 OF
S'TREET 1 12722 ENCIRA AVE I ACQ A5 93--1524
ADDRESS I SF'tIKANE WA 99216 I AC7V STAT • A
I I EXMF' EXMQ
STTUS 1 000000 VACANT LAPlD . I ADDO N SASS Y
ADDRESS I SF'U TAX DISTR I C:T TI>? 1?0 I F'RQF' 1070
LEGAL. ASSESSQRS FLAT 06
rPTN TRS 13 & 14 LYG S QF F'RIMARY ST HWY 02 EXC E 1 SBFT OF TR
~13 & EXC W 170FT OF TR 14 & EXC NORA ST
ASMT TOTAI_ MK T-LD CLS-LD bLDG-S OTHER 0/R METHOD
KC7E/SE+T A q
FINAL ASMT 40 , 000 40 , 000 0 0 0 N
$LXLMF'1 I ONS 0
TAXABLE 40,000
_ -_-________---------------------------________M_____-..__________-
SALE- 1% DATE INS7 TRAN F'RICE
SAl..E- i"/. DATE INST TRAN F'RICE
1
ULS. BANK
. EAST Wt1.SHINGTON BUSIIVESS BANK[NG
Wcuc 428 [tiverside Avenue
U S Hank Liuilding
Spol:ane WA 99301
September 7, 1994
Mr Ronald C Hormann, P E
Spokane Countq Engvaeer
North 811 Jefferson
Spokane, WA 99260
RE: DeveloperBorrower: Gene Brazington/CLS Mortgage, Dean Eck, General
Contractor
Loan No. 1064637627
Dear Sir
Funds m the amount of $17,300 aze beuig reserved on the construction loan in the name of
Hershel E(Gene) and Sbaron M Brazington (developer/borrawer), et ux, for the purpose of
assuruig completion of mstallation of madway surfacing, mcluchag grachng and gravel, storm
dravaage and monuments on the CLS Building Remodel Project (development) vn accordance with
the drawings and spec.~f'ications as submitted to and approved bq tb.e County of Spokane Engmeer's
Office on 119 These funds will not be dYSbursed from thus loan without the
prlor written authorizatwn of the Spokane County Engineer This set aside of funds will not be
revoked without the consent of the County Engineer
In the event that the completion and acceptance of the abave-named unprovements for
mauitenance by the County of Spokane are not accomphshed within a period of one year from the
date of thus agreement, all funds remauning unchsbursed and reserved an the loan will be forfeited
to the County of Spokane upon written request by tbe Spokane Countq Engmeer's Office to U S
Bank of Washuigton, N A. A 2nd Floor Commercial Bankuig, Attention Bruce K. Green, V P It is
understood and agreed that upon tbe forfelture of the reserve funds to the County of Spokane, that
the County of Spokane will then undertake completion of the subdivision to be accomplished within
twelve (12) months from the date of'the forfeiture of fundg It is further understood and agreed that
m the event of any shortage of funds to complete improvements, the County of Spokane may have
recourse against Hershel E(Gene) and Sharon M Brazington (borrowers) named above
It is specifically understood and agrPPd by the parties rhat m holdmg funds foar this
development, U S Bank of Washing►ton, N A. is not sexvmg as guarantar for any adchuwnal costs
incurred by the County of Spokane in the completion and acceptance of the above-named
unprovements
ACCEPTED AND APPROVED thus U S OF n GTO~t, N~.
day of , 19 Bq
BY Bruce K. Green
(DeveloperBorrower) Vice President
BY 609/353-5134
(Spouse)
OFFICE OF THE SPOKANE COUNTY ENGINEER
By
W
BOND ESTIMATE • •
PROJECT CLS Moctgage NAME pl DATE 06-Sep-94
DRAINAGE ITEMS UNITS QUANiTY PRICE COST
1) Drywell - Type A EA 1 1200.00 1200.00
2) Drywell - Type B EA 1600.00 0.00
3) Grate - Type 1 EA 300.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 4 EA 1 300.00 300.00
6) Backfill For DW CY 30 15.50 465.00
7) Concrete Inlet EA 700.00 0.00
8) C.M. Pipe 10" Dia. LF 22.00 0.00
9) C. M. Pipe 12" Dia. LF 25.50 0.00
10) C.M Pipe 15" Dia. LF 27.50 0.00
11) C. M. Pipe 18" Dia. LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation CY 10.00 0.00
15) Sod SF 0 70 0.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Veult Curb inlet EA 250.00 0.00
Z) 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 1965.00
16) Monuments EA 180.00 0.00
17) Banicade LF 30.00 0.00
18) Street Signs EA 60.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grede CY 275 10.00 2750.00
20) TOp CoUrSe CY 183 14.00 2562.00
21) Base Course CY 14.00 0.00
22) Asphait Concrete Tons 94 44.00 4136.00
23) Curb Type A LF 6.60 0.00
24) Curb Type 6 LF 313 7.90 2472.70
25) Curb Type R l.F 7 60 0.00
26) Sidewalk SQ YD 208 16.40 3411.20
NON-STANOARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 15331.90
GRAND TOTAL 17,296.90
17, 3a° o0
STREET QIIANTITIES
PROJECT NO.- 94082 DESIGNER- PL DATE- 8/31/94
PROJECT DESCRIPTION- CLS Motgage
STREET # 1
NAME- NORA AVE LENGTH- 312.48 FT. WIDTH- 18.00 FT.
BEGINNING STATION = 1000.00 ENDING STATION = 1312.48
ONE SIDE ONLY PWIDTH= 40.00 EWIDTH= 22.00 QWIDTIi= 0.00
TERM 1: TAPER TAPER LENGTH = 100.00
TERM 2: TAPER TAPER LENGTH = 100.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 7424.64 S.F.
ROADWAY EXCAVATION 1.00 FT. 275.0 C.Y.
CRUSHED SURFACING TOP COIIRSE 0.67 FT. 183.3 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 94.0 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 312.5 FT.
SIDEWALK EXISTIATG 0.00 S.Y. PROPOSED 208.3 S.Y.
TOTALS
ROADWAY EXCAVATION 275.0 C.Y.
CRUSHED SURFACING TOP COURSE 183.3 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 94.0 TONS
CURB TYPE B 312.5 FT.
SIDEWALK 208.3 S.Y.
.
BUILUING PEIiMIT CI-IECKLIST
PRE== PPI
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RIQHT OF WAY DEPAnYMENT DEED
EASEMENTS
R/W
RID
LE(3AL DESCRIPTION CI IECIC ,
LETTER FROM SCAPCA
pECIPROCAL USE AGREEMENT
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SCALE
BENCHMARIC ~ a
ROAD NAMES
R/W DIMENSIONS
PROPERTY LINES
SET-ASIDE
GRADES p
STAMP iroooow~
PAVINQ ~
TRAFFIC CIRCULATION PLAN
APPROACW PEfiMIT ~ o
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SPECfAL SOIL TES?S
ROOF CONSTRUCTION ~ Q
HVAC ON ROOF J Q
LANDSCAPE PLAN_(208 CONf-UCT)
DITCH CALULATIONS
BACKWATER CALCULATIONS
GRATE CALCULATIONS
PIPE CALCULATIONS
RETENTION/DETENTION CALCS
10J50/100 YEAR STORM
TR-55 ANALYS13
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ROAD Df3AlIVAGE (SWA[ES. STRUCl UnES,
"R" VALUE TESTS
NEW ROAD DEStGN j
BOND ~
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COUNTY STAMP
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BUSINESS NAME:
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DETAILED PROJECT DESCRIPTION:
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ACTION: R SCREEN: LEGL U..rRID: ~SHAT' CHANGE-REASON:
~H-
~ ~ -
LEGAL DESCRIPTION
JiJRI3DICTION= 11 ROLI= RE PARCEL= 45103.0256 YEAR= 94
PAGFa 1 ! - -
LINE DESCRIPTION
01- 1 10 AS'SESS4RS PLAT #6 E158FT OF TR 13 LYG S OF STATE HWY ,#2
02-
03-
04-
,05-
06-
07-
08- _
09-
10=
11-
12-
02-*L009 HEADER,CHANGE
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~
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ACTION: R SCREEN: LEGL U...rRID: SHAT' . CHANGE-REASOK: ~
~ H -
LEGAL DESCRIPTION
JURISDICTION= 11 ROLIr= RE PARCEL= 45103.02,57 YEAR= 94
PAGE= 1
LINE DESCRIPTION
01- 1 10 ASSESSORS PLAT #6 BLR 13 AND 14 S OF HWY EXC E158F T OF BLK
02- 1 20 13 '
03-
04-
05-
06-
07-
08-
09-
10-
11-
12-
03-*L009 HEADER CHANGE
.
ACTION : R SCREEN : LEGL SHAT - . ` CHANGE-REASOAT :
, .
H- ---------------------------------=-z--------------------------------------
LEGAL DESCRIPTION
JURISDICTION= 11 ROLL=,RE,PARCEL= 45103.0298 YE,AR= 94
PAGE= 1
I+INE DESCRIPTION
_
O1- 1 10 ASSESSORS PLAT ,#5
02- 1 20 PTN TRS 13 & 14 LYG S OF PRIMARY ST HWY 12 ElCC L 158FT OF TR
03- 1 30 13 & EXC W 170FT,OF TR 14 & EXC NORA ST
04-
05-
06-
07-
08- '
09- -
10-
11-
12-
04-*L009 IiEA.DER CHANGE -
~
~
S l~ O K A N L l C O U N"I' Y
l
A
OFFlCE OF TIiE COUNTY CNCINEER • A DIV[SIQN OFTlIE I'i181 IC WORKS DEPARTMBNT
Ronald C l lormann, P E, Caunly Engineer Dennis M Scott, I' E, Dtrector
AGRCEMCNT TO PAY TECS
ENCINEER'S AGREEMEN'i' NUMI3ER v
;
.
Tltis agreement between Spakane County and
wliose inierest in tlie project 11 C. owncy, agc;$ CIE)
,
is entered into tliis ~ day of 19 o~ . tis egreement is applicable to tlte project
~
known as:
.
r i
That tlte inclivictuals and pnriies narn cl h ?ein as having an interest in the above described prorerty or
rrojcct agrce to the following:
1. Reirnburse Srokane County for project review ancl insrection fces as specified in
Chahter 9.14 of tlte Srakane County Cocle. The fees will bc uaseci on actual salary
costs incurrcd by Srokane County for project reviews ancl / or insnections plus a ten
rercent edministrative cltargc, and will he bilied montlily as accruecl. Any flnnl
billing amounts, to inclucfe any Iate fees or any atlier expcnscs incurred in ille
collectian of an ovcrdue Account rnust be paicl prior to 11►e County's acceptance af
the project for filing.
2. The undersigned ugrees tlint tltese fees are clue and payabte upon receipl of tlle
billing as specified above.
3. Any invoices not paici williin 30 days af tiie invoice date will be subjecied to a late
fee ciiarge of l% per tnontli (12% per year) on tlte unpaid balance of the account
and any accnied late fee cliarges, ln aciclition, if any outstanding bAlance on tlle
account for tfiis project js not raid wilhin 30 cfays of the invoice date, no fiirther
reviews of tlie project dncui»ents will be oonducied until t1te eittire account balance
js paid. Any balancc on tlie account for this project not paid witiiin 65 eiays of ttie
invoice date may result in legal action or the initation of otlier collection rroceclures,
inelucfing referral to a collection ageney. 1'he Sponsot will be liable for any ancl all
exnenses incurrecl by 11ie County for llie collection of averdue accaunts.
4. The montlily billing sliotiid be sent to tlie altention of:
NAMC:
~ : .
ADDRESS:
~
~
CITY, STATE:
V i
ZIP CODE:
Pf IONE
N
I understand that failure to nay tliesc fees may result in detay in conirletian or approval of the project or
other nossible sanclions.
❑ if tliis fee ngrcerncnt is comrletecl by someone otlter tlian tlie Sponsor (i.e., the
pr0ject owner or aprjncinAi in tlie firtn sponsoring the rroject), sucli as tlle Ensineer
clesigning lltc rroject, tlien wrilten eutltorizatiou om tlie Sransar slseciflcnliy
a»lltortzliig tlie Ageiit lo execute lhi~s~ Agent Is attlclied ta lliis Fee
Agreement.
SIGNATURE Dy:
~ (PRINT NAME)
RE7'URN YELI.OW CnPY TO S["iOKANE COUNTY EIV(;INEERS
k1rVlMareemen fee 8110A3
W lA7h nrnnilwav Ave_ Snnk7ne. WA 00260.0170 (5091456-3600 i'AX (5091456•9715
NOTICE OF TRANSMITTAL
ADDRESS PROJECT
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BUSINESS NAME PARCEL NO./LEGAL
C-. L-_S n.1-1 (-a C~ DESCRIPTION:
PROPOSED USE
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CONTACT: PHONE:
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REASON FOR TRANSMITTAL
PREAPPLICATION CONFERENCE PRECONSTRUCTtON CONFERENCE OTHER ~
DATE: TIME:
DOCUMENTS CIRCULATED
' DISTRTBY3'TED TO: ~
kECo DESCRIFf[ON BUILDfNGS PLANNfNG ENGtyEEItS HEALTH SCAPCA FQtE D1ST x OTHER
, f Site Plan (new) (tevisecl) I I I I
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ILighting Plan
lDrainage Plan
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IDrainage Calculattons ~ :v ~
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lAgreement to Pay Fee.s
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Construction Drawinbs
IF1oor Plan
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Spoka,le Counry Dtvision of 8uitditrga + 1026 West Broaulway Avenua • Spaluuie, wA 99260 *(509)456-3675
T
4 ' •
REVIEW COMMENTS
SPOK;ANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B94082 REVIEWER: Bob Turner
PROJECT NAME: CLS Mortgage Add. DATE: 16 Jun 99
ADDRE38: 12904 E. Nora REVIEW 1
COmII++lENTS
Approach Permits are required on all new approaches as well as all
approaches that will be altered. Contact Sylvia Lightfoot at the
County Engineer's Department. Approach permits for county roads
will not be issued until a site plan is approved.
A benchmark is required for this project. A benchmark is a physical
mark ox object used as a reference for elevations. This point must
be left undisturbed by construction. Please indicate on Site Plan.
A landscape plan is required to ensure there is no conflict with
swale area.
The County requires a Spokane County Type 4 drywell lid for
drywells in 208 swales. Specify on the drawings this type of lid.
Provide a copy of roof detail sheet or state construction of roof.
Metal roofs do not have to go to a swale, while asphaltic or built-
up roofing is required to be handled by a swale. If HVAC equipment
is proposed to be located on the roof then the roof area needs to
be included in swale calculations unless the HVAC unit is sealed
and self contained.
Show atypical section of a swale. The swale ntust be sodded and
side slopes should not be steeper than 2:1 for up to 12" in depth.
For swales with qreater depths use 3:1. The top of the swale should
be a minimum 2 in. above the drywell lid.
Please use drywell detail attached.
DPJLZNAGE REPQRT:
Proper sizing of drywells isrequired. A Type "A" drywell will
handle 5,000 sf and a Type "B" drywell will handle 15,000 sf. Use
multiples of each to provide adequate drywell structures. Bowstring
calculations to prove that the drywell type selected is sufficient
1
l
~ .
will be required if these recommended values are exceeded.
Off site runoff is not allowed.
Use inlet structure if concentrated flow is utilized.
Provide contours or sufficient spot elevations to check site
grades. One-percent is the minimum requirement without special
construction requirements by a 1.icensed engineer.
Show calcs for transitory water from the southern portion of lot
and for water entering from lot to the south.
RQAD PI.ANS :
Road and Drainage plans for Nora Ave. street i.mprovements rnust be
submitted. These must be prepared by an engineer. Nora Ave. is a
typical Roadway Section No. 1, Access Standard.
2
• Page 1
OFBICE OB THE COIINTY BNGIN$SR
SPORANE COUN'1'Y, WASBINaTON
Project: CLS Mortgage-Addition Date 5-25-94
Address: E. 12904 Nora
Parcel No: 10543-0256+ Ref No. B94082
The County Engineerinq Department has campleted a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE-93-77C
c) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Nora Avenue, typical Roadway Section No. 1,
Access Standard
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a f inancial guaranty in an amount
estimated by the County Enqineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial quaranty or permit release.
* . Page 2
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Nora Avenue
D) Insufficient information wae subiaitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parkinq and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineerinq practices. Paving as
requ3xed by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Aqreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or his representative has been given a minimum
requi,rements list. This list is not inclusive of all the
requirements needed but should be used as a minimum guideline.
Without the "mfnimum" requirements the Engineers Department may
not be able to perform a complete review of the project and could
result in prolonging the period before permit issuance. Only
after all the information and requirements listed above are
supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Departinent is
Robert Turner, 456-3600.
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p O KN E C O U N T Y
Ak-i
OFFiCE OF TtIE COUNTY ENGINEER 0 A DMSION OF THE PUBLTC WORKS DEf'ARTwm
Ronald C Hormann, P E, County Enguteer Denius 1VI. Scott, P E, Duector
August 10, 1994
CLS Mortgage
Peter Kruse
467-5261
A review of the road, drainage, or site pian for the above-referenced building permit has
been accomplished Areas of concem to the Spokane County Engineering Department
are indicated in red on the attached plan set and calculations marked "ORIGINAL".
Please make the corrections and re submit them to the Buading Department in order that
the review process may proceed Highlight all changes to the resubmitted plans and
inciude the comment mark-up copy with them
Please note that the plan set and calculations marked "ORIGINAL" are official public
documents and must be returned with the revised plans and calculations Review of tfie
revised plans wiil not proceed until the '10RIGINAL" set is retumed tio the County.
If you have any questions about this review, please contact us at 456-3600 Thank you
Si ~ce e y
~
ami JL~,~
Paui Lennemann E I T
Pians Review Engineer
Ron Horman P E
County Engineer
1026 W Broadway At+e • Spokane, WA 99260-0170 •(509) r156-3600 FAX (509) 324-3478 TDD (509) 3243166
,e .
~
.
will be required if these recommended values ars exceeded.
Off site runoff is not allowed.
Use inlet structure if concentrated flow is utilized.
Provide contours or sufficient spot elevations to check site
grades. One-percent is the minimum requirement without special
construction requirements by a licensed engineer.
Show calcs for transitory water from the southern portion of lot
and for water entering from lot to the south.
RQAD PLANS:
Minimum gutter grade is 0.8%. You may submit a design deviation
for grades less than minimum.
Show minimum 100' tapers on plans.
Describe existing trees.
Senchmark for road plans zaust be on County Datum.
Use type 8 curb for grade sheet calculations.
2
Ass ciates Cons~uangC~~I,~EngBee &oLand Surve~rors LETT~~R~OF TRANSMITTAL
N. 10115 Newport Htghwap
Mailing Addresx P,0 Box 18719 DATE JOB NO c 2~~ Spokaee.~ Wasbingtan 99Z88-OT79
Phone (509) 467 5261 • FAX 467 5262 ATTEIVTION &N~CM~/~N
RE N o izA ~54.Lj"/Tr~OL'
TO
~
GENTLEMEN
WE ARE SENDING YOU 0 Attached Gl Shop drawings D Prints
0 Plans O Sampies ❑ Specjficahons ❑ Copy of letter
❑ Change order D
COPIES` ~ DATE ~ PAGES ~DEBCRIPTION
Zt% 46 'f¢
q4 I r' G/ ~2 ~ C AL GS
I I~'26 ~9~ ~L~.v ~ ~E~L•.~~ Go~z~~e~~S
,
~
THESE ARE TRANSMITTED as checked below
0, For approval C1 For your use O As requested
O For review and comment CI
REMARKS AP"F"leDAr_~ ~~e0Bu5L..~
:9~1 Mr &Y
~
sV10ttN:E COJ~u "IY WGtNEER '
- • - - - 1
COPY TO ~
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!I ertclasures are not 8a noted, kJndly naNly at once
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S P O K A N E C O L,T N T Y
oFRcE oF Tm courmr EivcnvEER • A DnrrscoN op THE Puauc woRcs DEPnRTmENT
Ronald C Hormann, P E, County Enguieer Denius M Scott, A B, Director
August 10, 1994
CLS Mortgage
Peter Kruse
467-5261
A review of the road, drainage, or site plan for the above-referenced buiiding permit has
been accomplished Areas of concem to the Spokane County Engineering Department
are indicated in red on the attached plan set and caiculations marked "ORIGINAL"
Please make the corrections and re submlt them to the BuUding Deparbnent in order that
the review process may proceed Highlight all changes to the resubmitted plans and
include the comment mark-up copy with them
Please note that the plan set and calculations marked "ORIGINAL" are official public
documents and must be retumed with the revised plans and calculations Review of the
mvised plans will not proceed until the "DRIGINAL" set b retumed fio the County.
If you have any questions about this review, please contact us at 456-3600 Thank you
Si ce e y
Paui Lennemann E I T
Plans Rewew Engineer
Ron Horman P E
County Engineer
1026 W Broaelway Ave • 5pokane, WA 99260-0170 •(509) 456-3600 FAX (509) 3243478 TDA (509) 324-3166
~
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P
l' • •
REVIEW CON++IENTS
S POK;ANE COUNTY ENG INEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B94082 REVIEWER: Bob Turner
PROJ'ECT NAME: CLS Mortgage Add. DATB: 16 Jun 94
ADDRE33: 12904 E. Nora REVIE1 2
C,OMMT3
-kpproach Permits are required on all new approaches as well as all
approaches that will be altered. Contact Sylvia l,ightfoot at the
County Engineer's Department. Approach permits for county roads
will not be issued wntil a site plan is approned.
A benchm.ark is required for this project. A benchmark is a physical
mark or object used as a reference for elevations. This point must
be left undisturbed by construction. Please indicate on Site Plan.
A landscape plan is required to ensure there is no conflict with
swale area.
The County requires a Spokane County Type 4 drywell lid for
drywells in 208 swales. Specify on the drawings this type of lid.
Proeide a copy of roof detail sheet or state construction of roof.
Metal roofs do not have to qo to a swale, while asphaltic or built-
up roofing is required to be handled by a swale. If HVAC equipment
is proposed to be located on the roof then the roof area needs to
be included in swale calculations unless the HVAC unit is sealed
and self contained.
Show a typical section of a swale. The swale must be sodded and
side slopes should not be steeper than 2:1 for up to 12" in depth.
For swales with greater depths use 3:1. The top of the swale should
be a minuaum 2 in. above the drywell lid.
Please use drywell detail attached.
DRAIffAGE REPORT:
Proper sizing of drywells is required. A Type "A" drywell will
handle 5,000 sf and a Type "B" drywell will handle 15,000 sf. Use
multiples of each to provide adequate drywell structures. Bowstring
calculations to prove that the drywell type selected is sufficient
1
r
I
. •
~ ~ . .
will be required if these recommended values are exceeded.
Off site runoff is not allowed.
Use inlet structure if concentrated flow is utilized.
Provide contours or sufficient spot elevations to check site
grades. One-percent is the minimum requirement without special
construction requirements by a licensed engineer.
Show calcs for transitory water from the southern portion of lot
and for water entering from lot to the south.
RQAD PLANS :
Minimum gutter grade is 0.8%. You may submit a design deviation ✓
for grades less than minimum.
Show minimum 100' tapers on plans. ✓
Describe existing trees.
Benchmark for road plans must be on County Datum.
Use type B curb for grade sheet calculations. ✓
2
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HOWSTRING MFTHOD (TEN YEAR STORM DSSIGN) PROJECT: 94271
DETENTION BASIN DESIGN HASIN: SWALS
DESIGNER: L. CARLSEN
NUMB$R OF DRYWELLS PROP4SED DATE: 23-Aug-94
1 Single (type A) 0 Double (type B)
Total Area (calc.) 0.19 (see following sheet)
Time of Conc. (calc.) 5.00 (see following sheet)
Composite "C" (calc.) 0.90 (see following sheet)
Time of Conc. (min) 5.00
Area (Acres) 0.19
C' Factor 0.90
Impervious Area (sq. ft.) 8325
Volume Provided 208: 630 storm: 630
Outflow ( cfs ) 0.3
Area * C" Factor 0.17
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#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc.
(min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
~~a~aa~s=~====~===_==_~====-=============~=~c-a=~aa~a~aao=~~aoa=~~a~aaoa
5.00 300.00 3.16 0.54 219 90.00 129
5 300 3.18 0.54 219 90 129
10 600 2.24 0.38 269 180 89
15 900 1.77 0.30 303 270 33
20 1200 1.45 0.25 323 360 -37
25 1500 1.21 0.21 331 450 -119
30 1800 1.04 0.18 338 540 -202
35 2100 0.91 0.16 343 630 -287
40 2400 0.82 0.14 351 720 -369
45 2700 0.74 0.13 355 810 -455
50 3000 0.68 0.12 361 900 -539
55 3300 0.64 0.11 372 990 -618
60 3600 0.61 0.10 386 1080 -694
65 3900 0.60 0.10 411 1170 -759
70 4200 0.58 0.10 427 1260 -833
75 4500 0.56 0.10 441 1350 -909
80 4800 0.53 0.09 444 1440 -996
85 5100 0.52 0.09 463 1530 -1067
90 5400 0.50 0.09 470 1620 -1150
95 5700 0.49 0.08 486 1710 -1224
100 6000 0.48 0.08 501 1800 -1299
- • L'
AUG 2 6 1994
~
~ SPaMIAiVE
~ C(3UNTY ENGINEER
,
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DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
a Impervious Area s.5 in./ 12 in./ft. = 347 cu. ft.
provided: 630 cu. ft.
DRYIodELL RSQUIRENlENTS - 10 YEAR DESIGN STORA+i
Maximum storage required by Howstring= 129 cu. ft.
provided: 630 cu. ft.
Depth of storage swale = 0.50 ft
Nwaber and type of Drywells Required = 1 Single
0 Double
TIMF OF CONCENTRATION (minutes)
Tc (overland) Tc (gutter)
Ct = 0.15 L2 = 25
Z1 = 4
Ll(A) = 0 Z2 = 4
N(A) = 0 H = 0
S(A) = 0.02 n = 0.016
s = 0.008
Tc (A) ~ 0.00 d= 0.26
Ll(8) = 24 Tc (gu) = 0.20
N(B) = 0 Tc(A+H) = 0.00
S(B) = 0
Tc(tat.) = 5.00
Tc (B) = 0.0 Intensity 3.18
AresB "C" A*C A = 0.2601
WP = 2.1028
0.19 0.90 0.171 R= 0.1237
0.00 0.00 0 V= 2.06
0.00 0.00 o Tc(gu) = 0.20
0.00 0.00 o a(ast) = 0.54
0.00 0.00 0
0.00 0.00 0 Holding a 0.89
0.00 0.00 0
TOtal A COmp "C"
0.19 0.90
Q=C*I*A= 0.54
Q(est.) = 0.54
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: 94271
DETENTION BASIN DESIGN HASIN: SWALE
DESIGNER: L. CARLSEN
NUHiBER OF DRYWELLS PROPOSED DATE: 23-Aug-94
1 Single (type A) 0 Double (type B)
Total Area (calc.) 0.19 (see following sheet)
Time of Conc. (calc.) 5.00 (see following sheet)
Composite "C" (calc.) 0.90 (see following sheet)
Time of Conc. (min) 5.00
Ares (ACres) 0.19
C' Factor 0.90
Impervious Area (sq. ft.) 8325
Volume Provided 208: 630 storm: 630
Outflow (cfs) 0.3
Area * C" Factor 0.17
~aaaaaaaa~aa~~~a~a~a=a=o~c~c~oaoo~~aaoaoaoaaa~~~~c~raaaaaaaca~o~~aooa=a
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc.
(min. ) ( sec. ) ( in. /hr. ) ( cfs ) (cu. ft. ) (cu. ft. ) (cu. ft. )
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
aa====°====~==a~aaaoaa~~oa~aoa~~aaaa~===~a~===~=~===_=====~=a~aaa~=~~==~
5.00 300.00 3.18 0.54 219 90.00 129
5 300 3.18 0.54 219 90 129 10 600 2.24 0.38 269 180 89
15 900 1.77 0.30 303 270 33
20 1200 1.45 0.25 323 360 -37
25 1500 1.21 0.21 331 450 -119
30 1800 1.04 0.18 338 540 -202
35 2100 0.91 0.16 343 630 -287
40 2400 0.82 0.14 351 720 -369
45 2700 0.74 0.13 355 810 -455
50 3000 0.68 0.12 361 900 -539
55 3300 0.64 0.11 372 990 -618
60 3600 0.61 0.10 386 1080 -694
65 3900 0.60 0.10 411 1170 -759
70 4200 0.58 0.10 427 1260 -833
75 4500 0.56 0.10 441 1350 -909
80 4800 0.53 0.09 444 1440 -996
85 5100 0.52 0.09 463 1530 -1067
90 5400 0.50 0.09 470 1620 -1150
95 5700 0.49 0.08 486 1710 -1224
100 6000 0.48 0.08 501 1800 -1299
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DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in./ 12 in./ft. = 347 cu. ft.
provided: 630 cu. ft.
DRYWELL REQUIREMBNTS - 10 YEAR DESIGN STORM
Maximum storage required by Bowstring= 129 cu. ft.
provided: 630 cu. ft.
Depth of storage swale = 0.50 ft
Number and type of Drywells Required = 1 Single
0 Double
TIME OF CONCENTRATION (minutes)
Tc (overland) Tc (gutter)
Ct ~ 0.15 L2 = 25
Z1 ~ 4
Ll(A) = 0 Z2 = 4
N(A) = 0 H = 0
S(A) = 0.02 n = 0.016
s = 0.008
Tc (A) = 0.00 d = 0.26
Ll(H) = 24 Tc (gu) = 0.20
N(B) = 0 Tc(A+H) = 0.00
s(s) = o
Tc(tot.) = 5.00
Tc (8) a 0.0 Intensity 3.18
Areas "C" A*C A = 0.2601
WP ~ 2.1028
0.19 0.90 0.171 R= 0.1237
0.00 0.00 0 V= 2.06
0.00 0.00 0 Tc(gu) = 0.20
0.00 0.00 0 Q(est) = 0.54
0.00 0.00 0
0.00 0.00 0 Holding = 0.89
0.00 0.00 0
Total A Comp "C"
0.19 0.90
QaC*I*A= 0.54
Q(est.) = 0.54
WA
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C4NTACT C'HONC~~~~~
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REASON FOR TRANSMITTAL
: E~~FO
PREAPAUCAT[ON CONFERENCE PRECONS'IRUCTtON CONFERENCE OTHrm'& JUN 1519W
DATE• TIME- '
DOCUMENTS CIRCULATED
~ DISTRiBUTED TO: ~
Rem DESCRiP'I'ION BUIL.DINGS PLJ►NNWG ENGtNEERS HEALTH SCAPCA FRE D1ST 0 1- OTHER• .
.
~Site Plan (new) (revised)
.
yr~~ f .S 'x ~3
Ccitical Materiats Ust
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'Y 1'~ 'f'r h
Parlciag Plan
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c Lightiog Plan . ,
, . ,
~ x
Drainage Plan
s
lDraiaage Caiculations
x t♦ +ww M11 •r 1wniov ~ iOi.MMw r#t~
Agreemeat to Pay Fees j~~
wt Y 4~ -M1, JJ VC 1
I N • ~ Y I~ I y~~ ~1
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Imgatioa Ptan
I.andscape Plan
N 1 , 4 ~ . ~ > , J .t•.
IPc+omissory Letter „`~~f;
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Traffic Cic+culation Plan fs~ • • Y
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~Construction Dcawings
Fioor Plaa 0,
-7 N R X I I { I
X. i x i I
• ~ ~ , ~
?he abom ttems /tave berat
rec+cr urd ~ -
Date of Transauttat:
~(J Review Coordinato
~
Circulated hy
S1104(ifir Cairulv Diarcu»r (If13utliltuqc * 1026 WC%, 13itwdwttv Arraur ~ Sp~tinne, Wi1 99260 (509)456-1675
J. Paul Remer & Associates, Inc. ~~~-TER OF 1'RANSAAI°°°i°AL
Consulting Ciwl Engrneers & Land Surveyors N. 10115 Rewpart Highway
Mailing AdAresr P 0 Box 18779- DATE Jos roo Spokane;' Wasibington 992084719 01~p'cl 57 412- 71
Phone J509) 461•5261 • iAX 461-5261 ATTEtvTIoN O~~
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GENTLEMEN.
WE ARE SE(VDING YOU n'Attached O,,Shop drawings 0 Prints
D1 Plans ❑ Samples ❑`Specificafions Cl Copy ofletter
~ 0 Change, order D
COPIES ~ DATE ~ PAGE8 ~ DESCiiIPTION
~ w 004
. _ .
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R - tj a •
I - ,
ii
SEP n 1 ~
~
THESE ARE TRANSMITTED as chec below
0 For approval ; For your use 0 As requested
,
❑ For review and comment C1 -
REMARKS
~ , - r - _
,*QKAiV'ECOUNTY ENGINEER'S OFFiCEi
- ~ .
r • -
PROJECT
bubm► i i A-L #
RETURN TO GOCA'V-TY ENGrINEER
COPY TO -
,
SIGNED
11 enclasures are,not es nated, klndly nQtlfy us` rtce
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