MCDONALD N 414 24 UNIT APARTMENT
I ~
I ~ I
I • •
r
.
- '1
ABLD(PERMIT # -or -FILE# " Related Filc # ( ) B920-07
Date to Review 02-03-92 Time 10:00 a.m. # PRE- APPLICATION
Date to AA & DR Time
Date Receiveci 1/92
Project Name APARTMENT 24-UNIT No. Lots No.Acres
~
-Section - Township - Range
~
SITV'ADDRESS --E13103 VAI.LEY WAY / E OF McDONALD PARCEL # 15544-0907
Applicant's Name PARAS CONST- ROY WYATT Phone # 92$-1860
Address N 2310 CHERRY ST - SPOKANE, WA 99216 Work #
Date Conditions mailed
Contact person Phone # ~
FLOOD ZONE Yes No ✓
Engineer / Surveyor's / ArchiteEt's Name
Water Address
Sewer - -
School
Planning Contact Person Phone 456-2205
Date Submittcd Description Initials
,
15/ QZAGREEMENT TO PAY FEES COMPLETED
FINAL PLAT FEES COMPLETED
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NOT NEEDED
NOTICE TO PUBLIC NEEDS TO BE SIGNED
.
Y~o,.~ ~.~..Q t2. ( (A)
t V w
t~,InA 'J M A-4A CA ~Gw t ,WJ
~ ~ - ~ -
4 - - 1~-
~
4-o
Z
~ ~ --61 -7,
~ ~ Z N►s. wc,~w'S CJ K g.2~ ~~T'1 z~ M' 24 1,6*&q.S (444-
4U c•/ Q►Q. e444.c (g a).r kI-a w (Av.t4 pUra4 1-1- F-Lo Rr v4d w w) L,c. I T" B F-
AS Posieo o ~ ~ ~ Gv
c`\p\t\review.tor
• , ~j _ , ~ ~ ,
. . • . ' -
NOT CE OF~TRANSM TTAL
~ - , ,
ADDRESS l Jf Co"', PARCEL # . C'D~~ ~
PROJ ECT IkJ t~ ~AF?i f4c-Lj I
.r. _
D.ESC . R:. =IP:~.:.~~.:
~ . - . : . -
~ _ . . . - . . . - _ -
. . : , . . . .
. .
. . . . . . . . . . . . ~ ~ ~ . . . ~ . . . _ - . - - ~
.
. . -
t.::.;
: : ~ . . .
. : . . ~
_ : _ ~ ~ ~ ~
AS VAIZ
. / J
. .
V
I
. . . . . < . .
: ..h'•:]::.-' '
. . .
-
. . . . ~
. . ..,ti., r-~nc•:~ : . ~ :r:::_:__-..: • ::;.:::.;-::::;~:.R'<.:::
''v.
. . 4....._.~_~-:1.••:...:...~.~~..~~. :.Y•:- ~%•1 ~
. ~ •
. . v. • . . . _.._..vna' . . -•.n:: . . . . :.2::
. . .JttT . . . .........1 1. . ':~l:•~•~i:~V~yL•~•.'.•
. . . . . . . . . X... . . . _ • _ . . . •i. ~ : ' . • .'.ti' j.:
. ~ . . . r..... ' ....v _ . . X
. . v r:.~. • •r: :.:r%"::::.},';:' . _
v . r .tik.""...Y... • .Lr.... . . . - ":y::~:;:~,` ~,e•..-
. . ~ : . n . . . • . • yv'r: i'i'- . . . . ~ . ....t .
CO.NTA. T . ..._<<.. . . . . - . .
. s . .......G ...4 . . ~ . . _ .
:
........r. r : . . . . . . r:
~ ._...s . . . . . . . . . . v~.:....
. . . . . . . ~ . ~ • : . , ti•x~.'•:~ . . •:fs:._.:::......:••:.~-~ ..';iri.-: :':::'i`•.'~ . . . .
. . .
. .t s . . . .
TYPE OF CONFERENCE
`/Pre-Application Pre-Construction Other: DATE:
TiME: L6' OD4l
DOCUMENTS CIRCULATED
DATED REVISED
APPLICATION
SITE PLAN
DRAINAGE PLAN
LANDSCAPE PLAN
Other: . ~
Other:
ADDITlONAL INFORMATION
0-7
CIRCULATEO TO CIRCULATED 6Y: DATE:
SCAPCA-M. Caine Utilities ~
Engineering / Fire District # ~
Heafth Oistrict ✓ Liberty Lake Sewer Questions? Contact Jeff Forry or:
Planning ✓ Other:
Spokane County
OIVISION OF BUILDINGS
WFSt 1303 Broadway Spokane, WA 99260
(509) 456-3675 (office) or (509) 456-4703 (fax)
INLAND PACIFIC ENGINEERING. TR.ANSMITTAL. `
South 25 Altamont .4 Spokane, WA 99202 (509)535 -1410 Ff1X(509) 5.15 -1942 •Lettet Fax F]
, _ • , .
. TO: ° DATE: GP • • ~
y o• LoU1!~`~~~1~:
.
ATTENTION: Wt>q"t~ FAX No.:
PROJECT: "~#11000 ~Mr? . IPE Proj. No.:
. We are sending ~4 enclosed O under separate cover copies of the following:
Description
Blueline Prints Copy of Letter
❑ ❑
. Original Drawing Contract Documents
^J Work Authorization Report ❑
No. Copies Descrip tion
, .
~t Requested Action Information Review & Comments ~ Distribution
~ Written Approval ~ Signature & Return ~
Remarks Ao .
.
~ ,
~ .
Sincerely, Note: If any of the copies are
illegible or you do not receive
1NlAND PACIFfC ENGINEERING COMPANY, INC. number of pages including
this page please contact us
immediately at (509) 535 1410.
By: ,
~
r
U B
IB I q ~ O p °
' ~ IB I~> 0 1
Id I o;' ~ p
IG I ~ ' II p
19 I c y ~ y
1R I r#S
Cr_
W 10 I 24 UNR aPnRT dENT HUILDINC ~ g a G
IG I ~ _j
0 3a. I pl I ~ ~ ~ ~ ~ ~ i Li i CL I'
cl: IU I r- n%LpHoNcc f Y ~
10 I arsu+ prv. a n) aosnNc p~ i~ i,59=
Z wAT[A UK
Y
u ,
~ , ~ . 6 G .
I ~V1 1 ty, . . . . . . , ,FU1UR[ MCHI OF W,T ,
2J1a1' . n~ g o
/ @ •
IWs,Au raw sop ' `.s . o -
SiGN Pill Y U 1.C0.
I I _ ; - - ' 2 .
A E7Ep J- --p ~
; EX
~
~ , ,
u,u, VALLEYWAY ROAD o - ~ .
N--- • , •
L
I Y - .
I . . . . . . , , . _ _ . . . _ . . . . . ~ .
iC
I I k Q RfLOCaTE EXISTINC U7RfTl£5
~ u ' 02 R;LOCRTE EXISTING F1RE HYDRAn'T
Id
Ig . -
iu
I a _ I A ►.-i/ i/ -1. ~
♦ ~
~ ~~fv~~= -*:a:.~13q40• _
.
In_ = Q.- x~.-ax..
► COUNTY DATUM iv
.
. 41.
, . .
_.2.0 ,
~ , .
T ~
•
i . . * t0 ,
r ~ a •~w~
~o~.t~o»+ o.a•
s rf ~r r~~ ~ ~y ~ou~arts• aoe~~~t~t 1.0
" ~~r~o~~~~tt TO +attR~ati '08 . .
. 10000 ~oTro,~ o. c rt .
OT .SQ
9000 ►O
8000 •~octta~ss .06 .70
Toao • ,
6000 r+~t ~sa. LOU~NOr IMf ~ 60
,0'~ . {
sooo LL'
p~iwtQ ►~r[tt ~00 ~
,Q4 .
• ExAMP4E tut ta .50
4000 . ao~ ily so
' ~ ~wer ~ • U.
U. ~
' ~ . t• a!^ . ~too s0 U. • ,40
" 3000 ~ . .o• V to . .Q,
00 ~~.o~ o . :.o c•s to
.3d
~ ~ Z ° Z
~
1r ~ 3 ~ -.02 V
1000 .20 '
0 .t ~ „ r •
. 900
804 ~ • ~ .r . , ,
v
~ 600 = O ti ~
.o
. r . • 2 500 ~ ~NSTaucr►oNs
4~ 0r W
_ ,p08~
~ rQ~~~ ~ ..,~o ,►.M .~o.~ _ .o~ Z .10
~
.007
..io+ ok.cs.~.< <o► .,.a .ot W
300 c,
~y .ro
T 1.0 ►'rts ~vs N .046i (L.
~i.. ot~tw l~t rtft
Q .a~ v
ZW Istl~flCT ai tY11Mir• ~
• so►vrioa. .005 W .07
COW6~t~
O . A . y •06
• ' t ~o~ ~~~~~o~ ~ ,004 it .
0 .05 ~
' IOQ •t sao~r -v~t
90 . • Z ~ .003 ~
+ gp ci: ,04 .
TO :D
60 ~ ~o oc*a~w•t 'j": i • ~
90 ascM*R~i ~ • .03 rp~~~C+l 0/ CM~rwi\ +_~~+i •
ts
40 ,002 1- ot~~N t~o~ roT.~ o,sc«.a~~ Q
. M~Yt~• IIO~~ fQ
• Ot1~11r1Mt rO~tQ~l~~•
~raw ust ~ _
30
~•n~s ucna■ ~w •ccna" • ro" ot~r~ ~
a oz
.
- tY~ . r•' . . . ,
20 ui . ~
.001 ' (3 ~
• ca~ros~tt tttT~o•~• s _ • .
~uat~o• a. ,
, IOLLQV
' 1~IM OIfCM1A~l ~M ~ •1 ~ ,
.
~ to TO Oi ItCT10M • ~t ~f6YYi0 .
oiPrM a% o~~•~a a. ~~tN twt~ o~ . o~ • o~ .a~
uor~ .at~o A■o ot .
FLow
NOMOGRApN ~~CHANNELS -
. , iN TRIANGULAR
~
6..42
~iGURE ~
< - „
. ~
t T j .
♦ ' , _ ■ . ' • . , i , ' .
! - `
GRATING IN PLANE OF PAVEMENT)
' WATER SURFACE ~
. ~
yVg x S
~dov~ 2 5
d` GRA~jNG
,
, Wg .
- W = WIDTH OF FLOW
• " 0 10 20 . 30 40 50 60 TO 80 90 100
" 100 - w9 : W WI OTH OF FLOW
90-
80- . '
~ .
TO• • .
; 60
N OTE :
The curve Is based on pavement with
50- uniform rate of rise from curb to crown.
.
. .
o-e
ao-
. ~ I
d~.2
30-
- Zo-
I .3Z
~
3L , 328 a~~
1o- - ~ , -1
o .
. EXAMPLE :
~ - - -
. Given : Q= 10 cfs d= 0.5 5x = 5% W- 0.5' • 0.05 - 10
. ' With Wg = W= 20 Grating 2' wide takes 44. 5% Q= 4.45 cfs
And Grating 4' wide takes 75 % Q= 7.50 cfs
~ •
~
; GRATE ON A CONTINUOUS GRADE.
FIGURE 15 .
► •
~
~ 6-37
. 7~ . • . .
SPOKA..c COUNTY DF-PARTfiAENT'OF BUIL' GS
W. 1303 BROADNIAY AVENUE
SPOKANE, WASHINGTON 99260 r
~ (509) 456-3675
I certify that I have examined this permit/application, state that the information contained in it and submitted by me or my agent to compile said permit/application is true
and correct, and authorize Spokane County to proceed with processing. In addltion, I have read and understand the INSPEGTION REOUIREMENTS/NOTICE
provisions included herein and agree to comply with same. All provisions of laws and ordinances governing this type of work will be complied with whether specified
herein 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 orcancel the provisions of any state or local law regulating construction, oras a warranty of conformance with the provisions of any state or local
laws regulating construction.
SIGNATURE OF APPLICATION
OWNER OR AGENT DATF
.
Pf,.lEC:T NlJMl{E;R= 92002358 AP'F'L..TCATTC1N DAi L:~ '04/09/92 Pr.atxE ~ 0-11
7' H'I: S 19 NO7 A F' ERM]' T ~ ~
f`'r: iVAl...7':I: E9 W:f.l...l... BE (',:i.S'E5SED 1= Clh C;OMMENC:f. NG WQRK W II'!aOIJT A f='ERM1: T
,
S:1;TF ~~~'Ftf•::~"T-= 414 i4 MCDC1Vr,l.,D ItiD 1='ARGf::i._; 15544--09v1
AI3DRESS'-= SPCIKAN[" WA 99216
PF:.F'tM:CT USC= 24 !JN.T.'r APr=1w'TMC=N"C
F~'l..F"1T~: 0 2 75 I"'G_ w~T N ~-1M 1`:=: V F.::f4A
B I...C1t:K ZONE-- t.1R._21:', D1:STO-•= F
f~tE:.'f~:"• ~ f~ !Fi°.. F' W:I I)1'F~17`:i ~~f:F~'T'H~~: 4 ~i %~f:
[ t.~~_ ~ { f. t D ( ~rk~ W Fa I` ~i 7 f_-= Ft r'~
'f! S~ f-_ l.Y w" ~ YC .l!p~~~~ .1~.'... .1.1~~ 7
0 41NR•~ r.:'~~RAS 1::ONu'7'(tiUt:;Y CiN f'HCJNE= a0~'i' 535 0%3rf1i'
9 'T' R 1:" E T 31 4 3 ft f= C, 04I.. S T A `I 6 f}
A.. 1•
A 1) D FZ F~; aPOKArv.G WFl ~'~5a'A..''? ~
CONTAr..T NFaMEr= GEORc;E PF1Rra.s ~'HnNE NUMKER::: 509 539 037-;,
.1-4 UI ti...DItIc SETBArkS: iwRON~~~ 25 LEr-T= 504• R:CGHT= 30 Rc~~ ~ i4
~x•~~~~~~,r~~~c~cxr~~x•~~a~~~~~~3~~~~~•r~~~~~~ REVIEW INFQRMA7']:C1N ~~~x~~~~~~ac~~~~~~•~~:~y~•~~~:~i~•~:
DC°.f='A1"1`i'M!':.NT ~'~h.b':CEW C:OMMf:`.N7S htPFFif_1VAL.. COMMF.:NT,.~
1-t t 1 T l.. D 1: N f:, f' i_. AN REV:C EW Ft F' O!J :C RET; _ w. a_ ~ .W .w
C.~I.S:RI..D:):N t:v SE.TRAf1K REVIEW REQUTRFD r..-~_~.~___...__._...__.~~._.._.....~.._...__...._--___..__.._~......
I:sg..)Tl..I71:N (x FNEFtGY (='LAN REVIEW REQUIRFD ~
• ~Z
, • - .
f : f Y i~ F4 DRE1:~ N t iV, f ~ F:.
~ ~ k? '°•.`_.'1. `-t. ~ ° ~ Z
k~ r`'~ l_ ' i` !•i 1:> T i~! l~. l~J ~.1 !~i ~'a 7: i. ~ r~ (-a i... ~~l r1; ~ F:. ~a r`t T 1~ ~'i _ . . _ . M.
• ~ ; ~ 3 : ~
~ , , . '
F~'(_.r•,N~l~:i~r .x~'E:: FI...F~N f~F' .vIE:.~~f f~C.C~,1.1:f~("D
tJ T:I: l... I'i" .T. E g W,' :C N F' R:C t:1 IT 1c' SEWEw R AR F' fi w _ _ _
F' R E: t) :C '!S'T R F F; E: F' L. W Y' n 1'~ I:. fti E:: V I E W E D r.. _ _
at yb ~ * * 3i• #i• * 5i• iE * 3i **3i 3i iE * N: * 36 )i * * yi * * * B U 3 L D 1 N G F~ ~ IR 11 I,r ~i ~ ic ~ ii ~i~ ~i ~i• # ~ k # k ~ ~'r ac ir # ~ # ~r # ~ 3N ~i i~. j;.
CONTRACTf.aFt-3. F'FtRAS CC3NSTI"tl.1C;T:f ClN :ZNC 1''HONF= 509 575 E1377
9 7fR E:h:'r= 3124 S RE(xAl.. ET 160
AIaDhES,S'= S'("'CJKANE WA 99223
NEW:.r h F'<EMClnEL.= ADDITSQN= rHr-1NGf: C?F lf.:.:E.=-.
nWF.-1..i... U N J: T,S:-: 24 CIL;CLJF'. L_A = BI..DG NC:T=t T(7RI E,S`--
Bl_DG', t,l k iU w' X .S'Q FY«' 11592 SF'hINl<1..EF~- N
F.FQ PARt<ING= 0HAND.r.c:Ai-,= CRa:TZCAL MAT= N
1JE,SCFiIF'TION C:ROUP T Y F'E Sn F1' `dALGlF1TTClN
f1PARYMENTRM iVNM` ~ 11592 507961.44
I'Y~ EM i? E, ,_'i:f R:[ i°'T.T. 0N QtJ AN"TITY f ° EC= A Mt:l Lj N'1'
COMM(E-RC:L AI_..~ VAt..UH'T' 1: t:tN_.~..__~_.. y 2063'. ;?t~j
1':' F1 ~V ~ti 1 F.:: I"' F~~ Y • i;.'~ 4 i . .C?8
S 1 A I E:~ U I ti~fI "I Hf-..'faE y 4,50
C':f.~+1~~'T`~` ,'t.If`ZC'F~IF^~i~rF:: 7' ! { 4 4 1
ENCr I.rti! E" ERE R i:: V 1: EGd ~ Y r:0 e 0 0
-
. . . . .
~ - - . - •
. . . , . -
" ' .
. ' R~CEl~lcfl' ' , ,
• FILED 0R RF"ORDED
920401oc7j"S
~F• ~ilL-
vc~ REOJ-
INTEROFFICE ;t
QPR 1 12 16 P ~ t ~i. .
McDonald Road - CRP 2344
WlLLIAM E. :::NA:i;lF portion of 45154.0907
`'u V-' 1 C'1Z Map No. 44 - RF No. 1201"F"
SPOKANE, COUNTY, WASH.
, HOY
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
STATUTORY WARRANTY DEED, y L 278 PQ GE 3 3 (S
THE GRANTORS James G. Paras, John G. Paras and Bessie Vrattos, each ae their
separate property, for and in consideration of Mutual Benefits, conveys and
warrants to Spokane County, a political eubdivision of the State of Washington, the
following described real eatate, situated in the County of Spokane, State of
Washington: .
Portion of Assessors Parcel No. 45154.0907
That portion of the South 185 feet of Tract 119 of VERA, according to plat
recorded in Volume "O" of Plats.. Page 30, in Spokane County, Washington
lying Southerly and Westerly of the following described line:
Beginning at a point 5 feet North and 33 feet East of the Southwest corner
of said tract; thence' -Northweeterly to a point 19.52 feet North and 18
feet East of said Southwest tract corner; thence Northerly parallel with
the West line `of said tract,,,a distance of 132.66 feet; thence
Northwesterly on.:a line terminating at a point 10 feet East and 415.91
North of said Southwest tract corner;
EXCEPT that portion of , said. Tract '119, previously dedicated to Spokane
County by Deeda recorded April 20, 197,1 under Auditors File Nos. 544544C
,
and 544528C. •
Located in the Southeast Quarter (SE 1/4) of Section 15, Township 25
North, Range 44 East, W.Mi;.,Spokane County, State of Washington*. This"instrument is given as a Correction Statutory Warranty Deed to correct an
erroneous descriptian contained in that certain Statutory Warranty Deed executed by
the Grantor herein which was filed for record as Document No. 9105130114 in Volume
1189, Page 1848, thereof and shall hereby render same null and void.
.~'..1•. ~7w> 1 IN WITNESS/ WHEREOF, I have hereunto set my= hand ancl seali t' f..~ day
of M/~ c c G , 1992. 9200404403
cXCtse fax NatC olk J e jGPara-s ~
Sale Arrrf. Pd..VtVo .
STATE OF WASHINGTON ) 01 "*SKV*' CHIL8ERG '
COUNTY OF SPOKANE )$s Sp+6 OuRty Traa*
On this day personally appeared F e ore me James G. Paras, personal.ly known to me to
be the indiviciual who executed tne foregoing instrument and acknowledged the said
instrument to be the free and voluritary act and deed of said individual(s), for the
uses and purposes therein mentioned.
Given under my hand and seal this day of kc , 1992.
--2j
. Ce2 OFFICIAL S~AL Notary Public
~ OINER W. ENTEL In and for the State of Washington,
tiOTAAY PL`Cl10 - 4Y.A°HlMip4
C=,i reaiding at Spokane. ,
k4y Cumm. Luri.: ; t'iy 18,1994
~
; - . ~n1
339
:d... . . . . . . . f.~ V Ol . ~
.
` • ii~!'. a,t ~~~~~V•` • "
R~+'j ~`tir~„_ ;P~.'~:4,~..i4t• i~vf ~ ~
F "
IN WITNESS WHEREQF, I have hereunto set my hand and seal this ~ day
(
of , 1992. .
/ A. W"., 'o.
Jo t.,G Paras
. . . _ , , r . . -
STATE OF WASHINGTON ) . .
COUNTY OF SPOKANE ) ss ,
. . . . ~ , . . . . .
On this day personally appeared before meJohn G. Paras, peraonally known to me to
be the individual who executed4the"'foregoing instrument and acknowledged the said
instrument to be the free and voluntary act and deed of said individual(s), for the
uses and purposea therein mentioned. •Given under my hand and seaf' t2iis ~~~~t day of 1992.
Y
Notary Public
In and for the State of Washington,
°FFl'"`~ E~
: i~. residing at Spokane.
'~~~l.Q~~i~dE l~.s CL1_E r
NflTNlY Pl.r~llC - S7ATi Gr..YAS}iE;(rTOM
~
COt3~f; Y OF ~-OtS.ZNE . .
! n1Y C0::.'~A!. EXrtRES 0Crir. 'r9,
' '`'~'`'~~`~:~~~~?~'a~c~y•s::~.:rY~:''~.:.,,~,'~7 '
( -
IN W T SS WHE OF, I.%jj4iv?o~4Veunto eet Q my,' hand and seal this day
of Ab
11
5~`.••o..,,~iQ 110
. = o`'''r\JS.Orq
Q ~ .Bessie Vrattos
~QTAf~~
,
00 ,
~ ~
STATE OF WASHINGTON 90
COUNTY OF SEATTLE
17 -
on this day personallyPN Bessie Vrattos, PersonallY known to me to
be the individual who. txec~~t~'~ fore o n instrument and a k
_~~~g~ g c nowledged the said
instrument to be the free an ary actd'deed,of said individual(s), for the
uses and purposes therein mentioned.
Given under m hand and seal this da of
Y y , , 1992.
,
`-'ll'o-tary Public
In and for the State of Washington, •
residing at Seattle. ;
• . . -W .
N , . .
. .
~ . . -
• ' F
1•
mcdonswd/sampleJoe/jp j;, - F1 ~ ~ ~ ~ ~ r ' •
: aJ . „ 1 ~ ' . ~ . '
• , . ' ' ~ - } • 1. , i ` i .
_ tili• , . .
V r. . . ' •
• , - . , . Page 1
,
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: 24 Unit Apartments Date 2-3-92
Address: E. 13103 Valley Way
Parcel No: 15544-0907 Ref No. B92007
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new 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:
, 1. Spokane County Zone Change No. ZE-43-91
2. Final Plat PE-1642-91
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. Valley Way, Typical Roadway Standard No. 2,
Collector Artieral 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 financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Enginee.r. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
• ; • , , ' Page 2
2. 5 feet of Right of Way dedication on Valley Way aaclz"
3. Please submit a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed.
4. Approach permits must be obtained from the County
Engineering Department for driveway approaches to
the following streets:
a. Valley Way
b. McDonald
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
l. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. The arterial road plan specifies a strip of
property 5 feet in width along Valley Way and
3 feet in width along McDonald to be set aside
in reserve.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
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 Department may
be contacted at 456-3600. Your contact person is Robert Turner.
' ' r ( : ' • ~ , . ( ~i~~~1V W •
,
• , / • ~ ~
SPOKANE COUNTY .
HEA.RXNG EXAMINER COlVI1VZZTTEE
FYNDYNCS nF FA(:`T. C:ON(;X,TTSInNS AND ORDER
XNTRODIJCTION
. This matter has come before the Hearing Examiner Committee on November 21,
1991. The members o:f the Commit-tee present are Lunell Haught, Chairperson, Jane
Myers and Phil Harris.
PROPOSAL
The s~-sa John Paras, requests approval of Paras Addirion, File No.'s PE-1642-91
,
an -43-91, eliminary Plat and Zone Reclassificatior~ from Urban Residential-3.5
(U =3 --arban Residenrial-22 (UR-22) to Urban Residential-22 (UR-22) and
Urban Residential-3.5 (UR-3.5).
FZNDINGS OF FACT AND CONCLUSIONS
1. The property is generally located Generally located at the northeast corner of Valley
Way and McUonald Road in the SE 1/4 0f Section J.S., Township 25 N., Range 44
EWIVI, Spokane County, Washington.
2. The committee adopts the Planning Department Report as a part of this record.
3. 'Z'he existing land use(s) in the area axe single family and multifamily residences.
4. The Comprehensive Plan designates this site as Urban. The Urban category is
intended to provide for development of a"city like" environment including residential
densities of 3.5 units per acre (1 unit for this propWsal within the pzoposed Urban
Residential-3.5 zone) and 22 units per acre (19 units for this proposal within the
proposed Urban ResidentiaJ.-22 zone). .
5. The Arterial Road Plan designates Valley Way as a Collector Arterial, with a
recommended right of way width of 70 feet and McDonald Road as a M,inor Arterial
with a proposed right of way width of 80 feet.
6. The existing zoning of the property described in the application is Urban Residential-
3.5 (UR-3.5) and Urban Residential-22 (U.R-22), previously established in 1.991.
7. The pxovisions of RCW 43.21C (The State Environmental Policy Act) have been
complied with and a Deternunation of Nonsignificance was issued.
8. The legal requirements for public notice have been fulfilled.
9. The owners of adjacent lailds were not pzesent at the public hearing.
10. The proposecl use is compatible with existing uses in the area.
11. The proposed zoning does implement and conform to the Comprehensive Plan.
' 11/91 IiEC Order P1ti- 342-91 , . Page 2
. , .
, .
12. The applicant has demonstrated that conditions have substantially changed since the
original zoning of this area and accordingly, the proposed zone reclassificarion is
justified.
,
13. The proposed use will not be detrimental to the public health, safety, morals or
welfare. .
14. The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public hea.lth, safety a.nd general welfare in
accordance with standards established by the state and Spokane County.
J.S. The Committee additionally finds/concludes: a. 7`he proposal is consistent with existing zonzng in the vicinity and is consistent
with adjacent land uses.
CONDITXONS OR CONTINGENCzES APPLIED TO THYS APPR0VAL
1. All Conditions imposed by the Hearing Exanuner Committee shall be binding on the
"Applicant," which term shall include the owner or owners of the property, heirs,
assigns, and successors-in-interest.
SPOKANE COtJNTY PLA.NNING DEPARTMENT
. The proposal shall comply with the Urban Residential-22 (UR-22) and Urban
Residential-3.5 (UR-3.5) zones as a.mended.
2. Upon filing the final plat, or a portion thereof, the zone reclassification of the final
plat area shall be fulalized, and the existing zone classification shall be changed to [
consistent with the pzoposed zoning approved ~iith the preliminary plat of record.
3. The final plat shall be designe u]:~,stantially in confo ance with the preliminazy
plat of record. No increase o density or number o ot' hall occur without a .
change of condition application wbmittal an approv .
4. The Planni.ng Director/designee shall review any proposed final plat to ensure
compliance with these Find.ings and Conditions of Appzoval.
5. A final plat/ name/number shall be indicated befoze the final plat is filed, such
name/number to be approved by the Planning Director/designee.
6. Appropriate road name(s) shall be indicated.
7. The final platmap shall indacate by a clear, dashed line the requized yard setbacks
from all private, "T'ract X" or public roads. The dedication shall contain the
following statement: "Side yard and rear yard setbacks shall be detenmined at the time bui.lding perrruts
are requested unless these setbacks axe specifically drafted on this final plat. The
setbacks indicated on this plat may be varied fronz if proper zoning approvals are
obtained."
, . 11/91 HEC Orde r i....., , 642-91 , • Page 3
. . •
8. The preliminary plat is given cond.itional approval for three (3) years, specifically to
December 1, 1994. The applicant may request an extension of time by,submitting a
written request approximately forty-five (45) days prior to the above expiration
date.
9. Appropriate utility easements shall be indacated on copies of the proposed final plat.
Written approval of urility easements by appropriate utzlity companies shall be
received with the subxnittal of the final plat.
10. Three (3) current certificates of title shall be furnished to the Planning Department
prior to filing the final plat. 11. Prior to fiiing of all or a portion of the final plat, the applicant's surveyor shall
. submit one or more maps outlined i.n zed of the area being finalized. The scal.e shall
match the appropriate assessor's znap scale. -
12. The. Spokane County Plannang Department shall pzepare and record with the
County Aud.itor a Title Notice specifying a future land acquisition area for road
right-of way and utilities. The reserved future acquisition area Title Notice shall be
xeleased, in full. or in part, by the Planni.ng Department. The notice should be
recorded within the same time frame as an appeal and shall provide the following:
a. At least 5 feet of reserved future acquisition area for road right-of-way' and
utilities, in addition to the existing and/or newly dedicated right-of-way along
Valley Way. NOTE: The County Engineer has required 5 feet of new .
ded.ication.
At least 3 feet of reserved future acquisition area for road right-of-way and
utiliries, in addition to the existing and/or newly dedicated right-of-way along
McDonald Road.
b. Future bu.i.lding and other setbacks required by the Spokane County Zoning
Code shall be measured from the xeserved future acquisition area.
c. No required landscaping, parki.ng, '208' areas, drainfield or allowed signs
should be located within the future acquisition area for road right-of-way and
utilities. If any of the above im.provements are made within this area, they
. shall be relocated at the applicant's expense when roadway improvements are
nriade. d. The future acquisition axea, until acquired, shall be private property and may
be used as allowed in the zone, except that any i.mprovements (such as
Iandscaping, parking, surface drainage, drainfield, signs or others) shall be
considered interim uses.
13. A plan for watez facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fue protection district, Counry
Building & Safety Deparbment and County Health District. The agencies will
certify on the Water Plan, prior to the filing of a final plat, that the plan is in
conformance with their respective needs and regulations. The Water Plan and
certification shall be drafted on a transparency suitable for reproduction and be
signed by the plat sponsor.
11/91 HEC Ordei : P.--y 642-91 Page 4
. , , •
14. No water plan is requized, and a simple tap is needed at the dme of building peimit
release. . ,
15. A survey is requized prior to the filing of a final plat.
16. Approval is required by the Planni.ng Director/designee of a specific lighting and
signing plan for the described property prior to the z-elease of any building pezmits.
17. A specific landscape plan, planting schedule and provisions for maintenance
acceptable to the Planning Du-ector/designee shall be submitted with a perfonnance
bond for the project prior to release of building permits. Landscaping shall be
i.nstalled and mainta.ined so that sight distance at access points is not obscured or
impaired.
18. Direct light from any exterior area lighting fixture shall not extend over the property .
boundary. .
SPOKA.NE COUN'I"Y DIVZSION OF ENGINEERING
Prior To Issuance Qf A BuildinLy Permit Qr Use Of The Prooertv As Proposed:
1. The conditional approval of the plat is given by the County Engineer subject to
dedicarion of right-of-way and approval of the road system as indicated in the
preliminary plat of record. 2. No construction work is to be pezformed within the existing or proposed public
right-of-way until a permit has been issued by the County Engineez. All work is
subject to inspection and approval by the County Engineer.
3. Individual dxiveway access permits are xequired ~rior to issuance of a building
pernnit for driveway approaches to the county road system.
4. Dedication of 5 feet of adclitional right-of-way along Valley Way is required.
5. Existing county roads providing dizect access to the p11t shall be paved andlor
cuzbed to Spokane County standards.
6. Sidewalks are required along the arterial(s) on Valley Way.
7. The word "applican.t" shall include the owner or owners of the property, his heirs,
assigns and successors.
8. To construct the road improvements stated herein, the applicant may, with the
approval of the County Engineer, join in and be a willing participant in any petition
or resolution which puzpose is the formation of a Road Inprovement District (RZD)
for said improvements, pursuant to RCW 36.88, as amended. At such time as an
- R7D is czeated or any Road Tmprovement Project is sanctioned by Spokane County,
the,improvements required (curb, sidewalk, drainage control and paving to exzsting
pavement) will be at the sole expense of the undersigned owner(s), their heirs,
grantees and assigns. This pxoviszon is applicable to Valley Way.
' • 11/91 HEC Orde; : P.= 642-91 Page 5
. . •
9. As an alternative method of consti-ucting the road iinpzovements stated herein, the
applicant may, with the approval of the County Fngineer, accomplish the road
uxiprovements stated herein by joinulg and parriciparing i.n a County Road Project
(CRP) to the extent of the required road improvements. At such time as an RID is
created or any Road Improvement Project is sanctioned by Spokane County, the
impzovements required (cwrb, sidewallc, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Valley Way.
10. The following statement shall be placed in the plat dedicati.on:
"The owner(s) or successor(s) in interest agzee to authorize the County to
place their name(s) on a peti.tion for the formaaon of a Road Improvement
District (RZD) by the petition method pursuant to Chapter 36.88 RCW, whi.ch
petition includes the owner(s)' property, and further not to object, by -the
signing of a ballot, to the formation of an RDD by the zesolution method
pursuant to Chapter 36.88 RCW, which resolurion includes the owner(s)'
property. If an RID is formed by either the petition or resolution method as
provided for in Chapter 36.88 RCW, the owner(s) or successor(s) furthez
agree: .
(a) that the improvement(s) or construction contemplated within the
proposed RDD is feasible;
(b) that the benefits to be derived from the formation of the RID by the
property included thezein, together with the amount of any Counry
participation, exceed the cost and expense of formation of the RID; and
(c) that the property within the proposed RID is sufficiently developed.
Provided further that the owner(s) or pccessor(s) shall retain the right,
. as authorized under RCW 36.88.090! to object to any assessment(s) on
the property as a result of the improvements called for in conjunction
with the fonmation of an RID by either petition or resolution method .
under Chapter 36.88 RCW, and to appeal to the Superior Court the
decision of the Board of County Comrnissioners affinning the final
assessment roll.
It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements requixed (curb, sideNualk, drainage control and paving)
will be at the sole expense of the undersigned owner(s), their heirs,
grantees and assigns without participation by Spokane County.
The RDD waiver contained i.n this agreement shall expire after ten (10)
years from the date of execution below. However, the owner(s) or
successor(s) agxee that if said RID waiver expires without construction of the required improvements, the owiler(s) or successor(s) agree to
construct the required improvements at theiz own expense, pay to
. Spokane County the then estimatzd cost of the required improvements to
enabie the County to complete the same, or furnish a bond or other
secuxe method suitable to the Counry (which may include the executi.on
• 11/91 HEC Qrde r F .642-91 , . Page 6
. , .
, .
of another RID waiver agreement) pxovid.ing for or securing to the
County the actual construction of the impzovements.
A.ll of the requirements of this agreement sha11 run with the fand and
shall be binding upon the owner(s), their successor(s) or assign(s)."
This provision is applicable to Valley Way:
11. The County Engineer has designated Typical. Roadway Section Number Two,
Collector Arterial standard for the improvement of Valley Way which is adjacent to
the proposed development. This will require the addition of approximately 10-12
feet of asphalt along the frontage of the development. The construction of curbing
and sidewalk is also required. 12. The proposed subd.ivision shall be i.mproved to the standards set forth in Spokane
County Board of Commissioners Resolution No. 80-1592, as amended, which
resolution establishes regulations for roads, approaches, drainage and fees in new ,
construction.
13. The County Engineer has examined this development proposal and has determined
that the impact of this proposal upon the existing county road system warrants the
dedication of additional right-of-way and the roadway improvements herein
specified.
14. This proposed subdivision or development proposal is located within a drainage
basin which has been identified by the Spokane County Engineer's office as having
stormwater runoff problems. Since this proposed subdivision or development
proposal is affected by or is a contributor to stormwater flows, pzoperty owners
should participate in the planning and implementation of a future basinwide
stormwater management system. The following statement shall be placed in the plat
dedication:
"The owner(s) or successor(s) in interest agree to join in any County-approved
stormwater management program and to pay su~ rates and charges as may be fixed
through public hearings for service or benefit obtained by the planning, design,
constructing, mainta.i.ning or operation of stormwater conrrol facilities." 15. The County Asterial Road Plan identifies Valley Way as a Collector arterial. The
existing right-of-way width of 45 feet is not consistent with that specified in the
Plan. In order to implement the Arterial Road Plan, in addition to the required
right-of-way dedication, a strip of property *5 feet in width along the Valley Way
frontage shall be set aside i.n reserve: This property may be acquired by Spokane
County at the time when arterial improvements are made to Valley Way.
16. The County Arterial Road Plan idenrifies McDonald Road as a Minor arterial. The
existing right-of-way width of 68 feet is not consistent with that specified in the
Plan. In order to implement the A.rterial Road Plan, in addition to the required
right-of-way dedicarion, a strip of property 2-3 feet in width along the McDonald
Road frontage shall be set aside in reserve. This property may be acquired by
Spokane County at the time when arterial improvements are made to McDonald
Road.
17. There may exist utilities, either underground or overhead, affecting the subject
property, including property to be dedicated or set aside for future acquisition.
11/91 HEC Ordei j P. • 042-91 . Page 7
. .
Spokane Counry assumes no financial obligation for adjustments or zelocation
regarding these utilities. Applicant(s) should check with the applicable utility
purveyor and the Spokane County Engineer co deternune whether applicant(s) or
the utility is responsible foz adjustment or relocation costs and to make
arrangements for any necessary wozk.
SDecial Conditions:
18. Prior [o issuance of aily building perin.it for any nluld-facluly srructure the applicant
shall provide road and drainage plans and construct Valley Way. If only a single
residence is constructed on each lot the R.I.D. provisions of these condirions are
applicable. . . SPOKANE COUNTY DIVISION OF UTZLZTXES
1. Applicant shall make connection to public sewer system. Sewer connecrion pennit
is required. Plans and specifications are to be reviewed and approved by the
tJtilities Department. SPOKANE COUN'I'Y HEAL'I'H DXSTRYCT
I . The final plat shall be designed as indicated on the preliminary plat of xecord and/or
any attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies,
Spokane County Engineer and the Spokane County Health District. Written
. approval of the easements by the utility companies must be received prior to the
submittal of the final plat.
3. Sewage disposal method shall be as authorized b~ the Director of Utilities, Spokane
County.
4. Water service shall be cooxdinated through the Director of Utilities, Spokane
County. - 5. Water service shall be by an existing public water supply when approved by the
Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall present evidence that the plat lies
within the recorded service area of the water systein proposed to serve the plat. .
7. A public sewer system will be made available for the plat/project, and individual
service will be provided to each lot prior to sale. Use of individual on-site sewage
d.isposal systems shall not be authorized. .
8. A statement shall be placed in the dedication to the effect that: "A public sewer
system will be made available for the [plat/project], and ind.ivzdual service will be
provided to each lot prior to sale. Use of individual on-site sewage disposal systems shall not be authorized."
` 11/91 HEC Qrde, c P. 642-91 ' Page 8
, _ •
9. The dedicatory language on the plat shall state: "Use of private wells and water
systems is prohibited."
10. The plat dedication will contain a statement to the effect that: "The public water
system, as approved by county and state health authoriries, the local fire distiict and
purveyor, will be installed within thi.s plat, and the subdivider will provide for
individual domestic water service as well as fire protection to each lot prior to sale .
of each lot." .
SPOKANE COUNTX DI,VISION QF BUILUINGS
. 1. Requirements of Fire District No. 1 need to be satisfied during the building pernut
process. -
~
11/9 1 HEC Ord( -)r 1. 1642-91 Page 9
. ,
. ,
nRDER
. The Hearing Exama:ner Committee, pursuant to the above Findings of Fact and
Conclusion, APPROVES the application of John Paras for the Preliminary Plat and
Zone Reclassif'~cation as described in the application PE-1642-91. known as Pazas
Addition. -
Motion by: Jane Myers Seconded by: Phil Harris
Vote: (3-0) tJNANIMOUS TO A.PPROVE T'HE PRELIlvIINARY PLAT AND
ZONE RECLASSIFICATION TO URBAN RESLDENTIAI.-22 (UR-22)
AND URBAN RESIDENTLA.L-3.5 (UR-3.5)'
. . HEARING EXAMINER GO E,
, HEREBY ATTEST TO THE ABOVE FXNDINGS, ORDER, AND V4TE
.
~
. h'
~
~
A,TTF-ST:
For WALLIS D. HUBBARD .
Planning Dizector ~
B~-4AUL F. JEI~ISEN
Senior Plannez
Date Pursuant to County regulations, any aggrieved party has the right to appeal this written
decision to the Spokane County Board of County Commissioners within ten (10) calendar .
days of the signing of this order. Upon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal, you must submit a written appeal,
preferably on forms designed fox such purpose, to the Board of County Commusszoners,
W. 1116 Bzoadway, Spokane, WA 99260, along with a$120 processing fee payable to the
Spokane County Treasurer. I£ you have any questions, please call the Planning Department at 456-2205.
FAX COVER S "T S W C3 K ^ N R , C A ll N T Y
aUeuc wowcs oErwRrMEvr
SPOK:ANE COUN'I'Y FAX #(509) 456-4715 DIVISION OF EiVGINEERING & ROADS '
N 811 JEFFERSON SPOK:ANE, WA 99260 - PHOIVE #(509) 456-3600 - NOR'iM all JEFFERSON
;SPOKANE WASKWCTON 992f,Odl70
DATE: FAX ~ I L . 3Z
TO:
COMPANY:
CTTY / STATE: '
NUMBER OF PAGES (INCLUDING COVER SHEE'I)• ~
FROIVI:
. ~ ' MESSAGE /SPEC INSTRUCTION:
v
~ .
1 .
,
~
S P O K A N E C O U N'T' Y
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER
This agreement between Spokane County and ,
knamc oi person)
whose interest in the project is ,
ki.e. owner, agent, ctc.)
is entered into this day of .19 . This agreernent is applicable to the project
known as: kprojecE aaaress or iiicname & iue numoer) That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Board of County Commissioner's Resolution 80-1592 attachment C, as arnended.
The fees will be based on actual salary costs incurred by Spokane County for project
reviews and / or inspections plus a ten percent administrative charge, and will be
billed monthly as accrued.
2. The undersigned agrees that these fees are due and payable upon receipt of the
billing as specified above. The monthly billing should be sent to the attention of:
NAME:
ADDRESS:
CITY, STATE:
ZIP CODE:
PHONE
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions. .
SIGNATURE By:
(PRINT NAME)
k\g%agreemen.fee A 811 JeEEerson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715
.
~ . .
~ F' c,-> K A N tF ~ O U N -i-~- .
, - .
OFF1C$ Of YHF CG[JN'TY ENGINEEK • A DtviStON, OF nHs i'vauc WoFtcS"DcPAR't`htUr'r
~
Ranaid C. Hormarn, P.E,, County Engineer Dennis i,A. Scatt, P.E''- , Dire5-ctor
: n' , , a • y,
`i
AGREEMENT TO PAY FEE5 '
~ mu 1 31992
ENGYNEER'S AGREEMEiV'X' hUMBER , U07
This agreement behween Spokatte COutlty and George Paras ,
(naR1C Ui P4rson).
whQse interegt in thc project is 1, uwner, $g~nq-fr,~./ is entered into this 12th day of May , 1992 , This agreement is applicable to the prQjcct
kttown as:
N. McDonald
•
MU , lir. AUMIX11
That the individuals and parties named hcrtin as having an intcrest in the above dcscribed property or
project agTCe. to the following:
1. Reimburse Spokane County for projeet review and inspection fees as spccificd in
Board of County Commissioner's Resalution 80-1592 attachment C, as amended.
The fees wili be based on Actual Salary costs incurred by Spokane County For proje,ct
revicws and J or inspections plus a ten percent administrative eharge, and wi11 he
hiiied monthly as accrued,
.Z. 'Y'he undersigned agrees that these f.ees are due and payablc upon receipt of the
billing as specified above. 'The monthiy biilin& should be sent to thc attention of:
NAME: Georee Paras - Paras Construction Ihc
ADDRFSS: S. 3124 Regal, #160
CITY, STATE: Spokane, WA 99223
ZrP GODE: 9 9 2 2 3
PHONE (509) 535-8377 V
I undetstand that failure to pay these, fees msy result in /in p1 on ar approval of the. projcct or
other possible sanctiunb.
SIGNAT'iJRE By: v .
. Ge Qe Paras, President
(PRINT NAME)
f -
~ kAg\Nagrtcnten.fc.4 34 811 jeEferson Spokane, WA 99260-0180 t509> 456-3600 fAX (S09) 456-4715
~
! .
L2~
~
~
~
~
. /
. ~
. INLAND PACIFIC ENGINEERING e PI'RANSIVIITTAL ~
South 25 Altamont .4 Spokane, WA 99202 .(509)535-1410 . FAX(509) 5345-1432 'I.etter M Fax F]
TO: DATE: •
. ~
ATTENTTON: FAX No.:
PROJECT: ~iiD~~ I I P E Pro'. No. :
A ~ 4W
We are sending ~ enclosed under separate cover copies of the following:
Description
{
J i
~ Blueline Prints ~ Copy of Letter E] ; ~
I a ~SO U u ~ o ~U v OVkf~ ~
i
❑ Original Drawing ~ Contract Documents F-I
i~
F-] Work Authorization F-] Report
~ - - -
IVo. Copies Descriptiorr
. ,
Requested Action F-] Information 9 Review & Comments F~ Distribution
F-] Written Approval F-] Signature & Return F-I
Remarks
• ~t'vrV 414 M2-1'~ ye Oin r~ t 4V",r0f--" . ww s
~o~n~, r° • .
.
Sincerely, Note: If any of the copies are
illegible or you do not receive
INLAND PACIFIC ENGINEERING COMPANY, INC. number of pages including
this page please contact us
immediately at (509) 535-1410.
By: .
. f
[
I •
S P O K A N E '~~C O U N T Y
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date: 14A-{ -1 , ( `i 9;-
R. ~ i KE
~
~NL tiN a PA-C L F~C ENI N~
SUBJECT: /UJ c, Do, A,,s Q m I
Gentlemen:
A review of the road, drainage, and parking plans for the above-referenced plat, short plat, binding site plans and/or building permit has been accomplished. Areas of concern to
us are indicated in red on the attached prints. Please make the conections and resubmit
them to this office in order that the review process may proceed. When the plans are
resubmitted, mark a11 chanEes on the revised print in color.
If you have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
Ronald C Hormann, P. E.
Spokane County Engineer .
~
William H. Hemmings . E.
Senior Review Engineer
.
i1
~C.UG e ~vJ~GO 1 15~u~3U Ub:SJY '
k\wVNr6~iQ.Tt}eEEerson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715
INLAND PACIFIC ENGINEERING. TRANSMITTAL
Fax ~
South 25 Altamont .4 Spolane, wA 99202 .(so9)s3s-1aio . rA?C(569) 535-1942 ' Letter Lx~
.
TO: SPOKANE COUNTY ENGINEERS DATE: 5/18/92
ATTENTION: BILL HEMMINGS FAX No.:
PROJECT: MCDONALDS APARTMENT IPE Proj. No.:
We are sending (X) enclosed O under separate cover copies of the following:
Description .
" Blueline Prints F-I Copy of Letter ❑ XD Original Drawing F-~ Contract Documents ~
" Work Authorization [j Report ~ .
No. Copies Description
1 MCDONALD APARTMENT SITE PLAN
1 MCDONALD APARTMENT STRFFT
Requested Action lnformation Review & Comments F] Distribution
Written Approval F-I Signature & Return .
Remarks
, r.
~ eo 1 ~A f~~~ II
i~
~ ' rfl - •-s-- - . ~r~~at~~gs,3 ~
- ~
Sincerely, Note: If any of the copies are
illegib{e or you do not receive
INLAND PACiFIC ENGINEERING COMPANY, INC. number of pages including
this page please contact us
immediately at (509) 535-1410.
By:_ MI KE YAKE, P_ F
r
~
PORTION oF Assessors Parcel No. 45154.0907
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokand County, Washington
R1GHT OF WAY DEED
IN THE 2/LATTER OF valleyway ~ RF NO. 1201 "F" ~
KivOSq ALL I4EN $Y THESE PRESENTS, that James G. Paras, john N. Paras, also
.I
known as John G. Paras, and Bessie Vrattos, each as their separate property,
For and in consideration of Mutual 8enefits, the receipt whereof is
hereby acknowledged, grants and conveys to Spokane County, the following
desc?-ibed land : .
That portion of the South 185 feet of Tract 119 of VERA, according to plat
recorded in Volume "O" of Plats, Page 30, situate in the County of Spokane,
State of Washington, described as follows:
The North 5 feet of the South 10 feet of said Tract 119; EXCEPT: the East 388
feet; AND ALSO EXCEPT: That portion,conveyed to Spokane County March 13, 1992
under Auditors File No. 9204010238:
L&ated'-in,the.Southeast Quarter of Section 15, Township 25 North, Range 44 E.W.M.
~ .
To HAVE AND To HOLD the same, unto the said Spokane County for the
purposes or a public road forever.
?'N WITNESS WHEREOF, tYe undersig d has caused this instrument to be
executed on this 3 [-C! day oP 1992
.
James G. Paras
l/ ,eG~•~ ~ -
SmA mE pF - - . - - . . - -
COUNTY OF S?/7 ) ss
i2 r,4,,-,. . . .
On this day personally appeared before me James G. Paras
personally known to me to be the
individual(r) who executed the foregoing instrument and acknowledged the
said instrument to be the free and voluntary act and deed of said
individual(z), for the uses and purposes therein mentioned.
G; ~ .~ven under my hand and seal this 30
• day of At/ , 19 92
.
/ • .
~
Nota'ry Public In ancf flor the State of
~
`~4,ec A
. rot..~~~(crmslrwdeedlkc
' -
IN SIITNESS IaHEREOF, ~~Iday undersigned has caused this instrument to be
executed on this ~ oP 3-14 ti6 1992
. l .
` ohn N. Paras
~
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss .
Ori thls day personally appeared bef o~:e Irie John N. Paras, also known as
John G. Paras personally known to me to be the
individual(a) who executedthe Poregoing instrument and acknowledged the
sai-d instrument to be the free and voluntary act and deed oP said
individual(s), for the uses and purposes therein mentioned.
O-U n,-=
.
G-ven under my hand and seal this ~ day of , 19 92
Notary Public In and for the State of
Washington, residing at Spokane.
...,r. - -,C;:.:-•r'.: v 1 ` /O/ ~ I
' _ . - • } ( ~ O 3
t,T .
!\tV'~1,f I IJ:LN' V~•` ,-~•!_1.. '.{•.i.I:
~;0;;'; i''; 4~~ : ;
~•yi.
• '~a~~...:~~'S%"•''~+`.' `%r"' s.':r'~D-:+a.:.r. .
IN jqYTNESS WHEREOF ' e unders..i~ ed has caused this instrument to be
e x e c u t e c~ o n t h i s •z~=~>2~ ~y~., ~ o P 1//./ 1992
-z> • . r ° ~
-a :`~`1 ;i•.'`:r'/;~~'aP
f!' i ~•+e*~1{1+.r •l ~ _ .
I 'vti, : Y ~ ' a("`a yy.~,~
Kr , .s, ~^Gr4-i'
"•:'.~f t ii j•J ,,9
. ti Bessie vrattos
;r► ~ ~ { i ,.t~ ~ .
P ,f ~.f L,M t,
F` " u > , Y Cy~`~3 Ry
(}~7 • ' t } : ~ rL
• j ~ r•°'.':.'+`='~+~ 1.~ =c~
SiATE OF WASHINGTOWt
COUNTY OF ) ss
On this day pe?-sonally appeared bePore me Bessie vrattos,
personally known to me to be the
individual(g) who executed the foregoing instrument and acknowledged the
said instrument to be the Pree and voluntary act and deed of said
J.ndividual(g), for the uses and purposes therein mentioned.
L~~
.
Given under mY hand and seal this. . daY of 5~ 19 9 2
_ • /
C~ .
btary Public In and Por the State of
,7ashington, residing at T~ rO~•.:y~I4mtlr,•dt ~d~Ec
~
t , • . .
, • . .
. . ~ ~
.
S P O K A N E n; C O U N T Y
DEPARTMENT OF BUILDINGS JAMES L. MANSON, C.B.O., DIRECTOR
TO: Jun Mascardo, Department of Buildings
Eric Olson, Fire District #1
Francine Shaw, Planning Department
Bob Turner, Division or Engineering & Roads
Daryl Way, Health District
~
FROM: om Davis, Code Compliance Coordinator
Department of Buildings
DATE: February 4, 1992
RE: February 3, 1992 Pre-Application Conference
North 414 McDonald
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information, please feel free to contact me.
TLD:ckb
cc: George Paras
Roy Wyatt
Mabel Caine, Air Pollution
Dennis Scott, Public Works Department
CODEENF0RCEM0,ff DIVISION
WEST 1303 BROADWAY • SPOKANE, WASHWGTON 99260-0050 •(509) 456-3675
FAX (509) 456-4703
~
• • ' - ,
~ . .
NUNUTES
PRE APPLICATION CONFERENCE
NORTH 414 McDONALD
24 UN1T APARTIVIENT COMPLEX
FEBRUARY 3, 1992
CALL TO ORDER: The meeting was called to order at approximately 10:00 a. m. by the
Department of Buildings Code Compliance Coordinator, Tom Davis, with the following in
attendance.
PERIVIIT REVIEW PARTICIPA►NTS:
Carol Bradburn, Department of Buildings
Faith Hintz, Department of Buildings
Jun Mascardo, Department of Buildings
Eric Olson, Fire District No. 1
Francine Shaw, Planning Department
Daryl Way, Health District
APPLICANTS:
George Paras, Builder, South 3124 Regal - Suite #160
Spokane, Washington 99223 (509) 535-8377
Roy Wyatt, Architect, North 2310 Cherry Street,
Spokane, Washington 99216 (509) 928-1860
SCOPFIPROJECr DESCRIP'TION.
I. General Overview - The owner is proposing to construct a new 24 unit apartment building
complex. Proposed will be constructed in 2 phases, with Phase 1 to consist of 12 units plus
the garages and Phase 2 consisting of the remaining 12 units, carports, and a proposed office.
The proposed office will not have a full-time caretaker. Proposed will be 2 stones in height .
with a basement. Proposed will not have a swimming pool or spa, and applicant noted that all groundskeeping will be contracted out. Phase 1 will be constructed on the portion of the
property that has been rezoned. The house currently located on the site of the proposed Phase 2 construction will be removed and demolished. Phase 2 will be rezoned from UR-3.5 to
UR-22 (during this process, the 2 parcels will be separated into A& B). When the rezone
process is completed the two parcels (A & B) will be aggregated back into one parcel. Prior
to occupancy, the proposed site will be one parcel.
N07'E: After discussion and upon recommendations from Fire District #1, the address for the
proposed shall be North 414 McDonald.
S Y OF DEPAR'TMENTAL REQ TS:
I. Planning Department (456-2205)
A. Discussion/Requirements
1. The proposed is presently located in UR-22 and UR-3.5 zones. The proposed
use is allowed in the UR-22 zone, but not the UR-3.5 zone.
2. The proposed is located on parcel number 15544-0907.
- 1 -
. . .
. . ~
' .
3. Proposecl is effected by Preliminary Plat PE-1642-91 and Zone Change
ZE-43-91.
4. Applicant was informed that the progosed building cannot be constructed over
property lines. The parcels will need to be aggregated into one parcel after the
completion of the rezone.
5. The number of parking stalls required cannot be determined at this time,
however, it will be based on 1-1/2 stalls per dwelling/unit. All parking is
required to be paved.
6. Please submit a lighting plan for review and approval identifying the location
and direction of illumination for any proposed lighting.
7. Please submit a signage plan for any proposed signs indicating the height and
dimensions of the signs.
8. A minimum of 10 % of the parking area is to be landscaped. All parlcing
stalls are to be located within 60 feet of a landscape feature consisting of 32
square feet in area. All landscaping shall be surrounded by a six (6) inch curb.
It was suggested to the applicant that this landscaping be placed behind the
required set aside. Please indicate existing landscaping on the revised site plan.
9. A six (6) foot fence OR a five (5) feet wide strip of Type I or 'Iype II
landscaping will be required along the north property line. A five (5) foot wide
strip of Type III landscaping will be required along the east property line. A
twenty (20) foot wide strip of landscaping will be required along Valleyway and
also along McDonald.
10. Please submit an estimate from a nursery including size, type, quantity of
landscaping, itemized cost of the irrigation system, and the cost of labor along
with a promissory letter from the owner stating the landscaping will be installed
shall be submitted.
11. Since the property is being accessed from McDonald, the rear yead setback
of fifteen (15) feet shall be from the east property line. Due to the placement of
the garages five (5) feet from the north property line, the redesignation of the
rear yard area would bring the proposed into compliance with setback require-
ments, provided minor adjustments are made in building- placement.
12. Please submit documentation requesting a higher density than is allowed for
review and approval. Only 21 units are allowed and 24 are proposed.
13. It was noted that all discussion and permit release requirements could change
with the rezone requirements.
B. Permit Release Requirements
1. Please submit an estimate from a nursery including size, type, quantity of
landscaping, itemizeti cost of the imgation system, and the cost of labor along
with a promissory letter from the owner stating the landscaping will be installed
shatll be submitted.
-2-
f,
J • ' •
• 1 I
2. Please submit a revised site plan illustrating the conect boundaries of the
parcel, documentation requesting higher density, building height, lighting,
fencing, parking, signage, landscaping, and setbacks for review and approval.
II. Division of Engineering & Roads (456-3600)
A. DiscussionlRequirements
1. Comments were given to the Department of Buildings presented at the
conference by Tom Davis.
2. Please submit a drainage plan for the site that is in compliance with Spokane
County Guidelines for Stormwater Management.
a. Drainage calculations for stormwater volumes generated on site.
b. Calculations for total impervious surfaces contained within the site.
c. Finished grade elevations for structures to be constructed on site.
d. Finished grade elevations at the top and bottom of the 208 swale.
e. A typical cross section of the 208 swale.
f. Calculations to justify the number and type of drywells progosed.
g. Elevation of drywell inlets where applicable.
h. Copy of the proposed landscape plan.
3. Please submit road and drainage plans prepared by an engineer for road
improvements to Valleyway. Valleyway shall be improved to Typical Roadway .
Standard No. 2, Collector Arterial Standard. All required road construction shall
be completed prior to permit issuance or a bond in an amount estimated by the
County Engineer to cover the cost of construction shall be submitted. The
applicant was advised to submit the road and drainage plans as soon as possible
so that permit issuance would not be delayed.
4. Approach permits shall be obtained for new driveway approaches atong
Valleyway and McDonald.
5. Five (5) feet of right of way along Valleyway and four (4) feet of right of
away along McDonald needs to be deziicated. Please submit a copy of the
recorded property deed so that the Division of Engineering & Roads can prepare
the right of way deed. Applicant noted that it was his understanding that only
three (3) feet of right of way dedication was needed aiong McDonald as required
by the Findings and Order. The applicant thought that this dedication may have
alre,ady occurred.
6. Please set aside five (5) feet of right of way along Valleyway and three (3)
feet of right of way along McDonald in reserve for the future arterial road plans.
7. An Agreement to Pay Fees was given to the applicant during the meeting.
The agreement is to be signed by the owner and returneti to the Division of .
Engineering & Roads. Plan review will not be completed until this document is
executed.
-3-
~
ti . • . .
, . . „
L r's . B. Permit Release Requirements-
1. Please submit a drainage plan as described above for review and approval.
2. Please submit road and drainage plans prepared by an engineer for road
improvements on Valleyway. .
3. Approach permits shall be obtained for driveway approaches along county-
right of way.
4. Five (5) feet of right of way along Valleyway and four (4) feet of right of
way along McDonald needs to be dedicated. Please submit a copy of the record-
ed property deed so that the Division of Engineering & Roads can prepare the
right of way deed.
5. Please submit a copy of the Agreement to Pay Fees signed by the owner.
III. Health District (456-6040)
A. Discussion/Requirements
1. The water purveyor for the proposed is Vera Water & Power (924-3800).
Please contact the water purveyor to review requirements for back flow prevent-
ers.
2. Proposed must connect to the available sewer. There is an old septic tank
located on the property. Please locate the tank and properly abandon it.
3. Please submit a criticai materials list to the Department of Buildings for
review.
4. Applicant noted that Valley Garbage has already been contacted regarding the
location of the refuse containers.
5. All construction debris shall be taken to a licensed landfill.
6. No on-site burning or burial of debris will be allowed.
B. Permit Release Requirements
1. The Health District is ready to release their portion of the building permit.
IV. Fire District No. 1(928-2462)
A. Discussion/Requirements
1. Fire flow for the proposed has been calculated for 2,250 G.P.M..
2. One (1) fire hydrant is presently located in the southeast corner of the site.
One (1) additional fire hydrant will be required to be installed in the northwest
corner of the property, preferably on the north side of the McDonald entrance
into the proposed. The fire hydrant shall be installed as per an approved water
plan. Prior to the preparation of the water plan, the applicant shall contact Vera
Water & Power at 924-3800 as soon as possible to obtain the purveyor
-4-
: • ' ' •
. . ' .
• ~ hydrant, hydrant assembly detail, and plumbing detail. The water plan shall be
submitted to the fire distnct and water purveyor for approval prior to installation.
The fi.re hydrant shall be installed prior to occupancy.
2. A lock (Knox) box entry system for fire department gersonnel access is
required to be installed. It was suggested that this be installed on the office
building or at the manager's apartment. A recessed lock box was recommended.
If fencing is constructed along the east property line (along the private road) or if
a chain is put across the access to the pnvate road, an additional (Knox) padlock
will be required to be used as an emergency exit from the site. Forms for
ordering was given to the applicant. The completed forms are to be returned to
the fire district prior to release of the building permit. The box shall be installed
prior to occupancy.
3. Please indicate building numbers on any and all signage.
4. No parking will be allowed on the south side of the garages. The fire district
has signs stating: "No Parking - Fire Lane". Please contact them regarding
these.
5. It was recommended that the property be re-addressed on McDonald since
access into the site will be from McDonald.
B. Permit Release Requirements
1. The order form for the lock (Knox) box entry system shall he submitted to the
Fire District prior to release of the building permit.
V. Department of Buildings (456-3675)
A. Discussion/Requirements
1. Plan review has been completed on the site plan only by Jun Mascardo.
2. The proposed shall meet the minimum requirement of the Regulations for
Bamer-Free Facilities. Proposed may also have additional responsibifities under
federal regulations. Phase 1 of the proposed must have one (1) handicap parking
stall and one (1) handicap apartment unit. The handicap apartment unit(s) must
located on the ground level. The proposed as illustrated does not comply with
this requirement. (It was also noted that one (1) addiaonal handicap parking stall
and one (1) additional handicap apartment unit will be required for Phase 2.)
3. Soil compaction tests will be required by an approved testing laboratory for
- Phase 2 of the proposed. As an alternative to soil compaction tests, proposed
could have a full basements with a minimum of two (2) exits (complying with
requirements for basements) or could have a crawl space below the existing
grade. Applicant indicated that there intention is to construct a crawl space
below the existing grade. Please submit verification of . this for review and
approval.
4. The front page (cover sheet) of the construction drawings shall contain, at a
minimum, the professional stamp with an orieinal dated signature. This cover
sheet shall include the building address, legal description and index of pages
being submitted under the professional stamp.
-5-
' ~ , • . '
• w
- i ~
B. Permit Release Requirements
1. Two complete revised sets of plans addressing the items discussed during the
meeting and other items from the plan review letter needs to be submitted for
review and approval.
APPLICANT'S CO S/ACKNOWLIDGEMENr:
The applicant acknowledged that all comments/requirements were understood and had no
further questions at this time regazding permit requirements.
CORRECI'IONS:
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 the
Department of Buildings who will then distribute accordingly to those departments.
AD70 ; There being no further business, Tom Davis thanked the applicant and the
departments for their parkicipation and reminded all that he should be contacted if there are
any unforeseen problems which may arise.
The meeting was adjourned at approximately 11:10 a.m.
Copies of Minutes to: All participants
File - x
24 Unit Apartment Complex
NOTE TO APPLICANT: Some time ago the County recognized the need to streamline the
building permit system and accordingly initiated these Pre-Construction Conferences. Com-
ments so far would indicate these conferences are successful and do enhance the permit
system. As a recent participant, we would appreciate any comments you might have to further
improve the process. Should you have any questions or concerns regarding your conference,
please contact me at 456-3675.
Sincerely,
James L. Manson, Director
-6-
I
~
~ •
•
Summary of Requirements - North 414 McDonald
February 3, 1992
For your convenience the following is a listing of the permit
release requirements found in the minutes and can be used as a
checklist while the proposal is in the application stage. If you
have any questions or concerns, please let us know.
PLANNING (456-2205)
n Please submit an estimate from a nursery including size, type,
u quantity of landscaping, itemized cost of the irrigation system,
and the cost of labor along with a promissory letter from
the owner stating that the landscaping will be installed.
n Please submit a revised site plan illustrating the correct
u boundaries of the parcel, documentation requesting higher
density, building height, parking, signage, fencing, lighting,
landscaping, and setbacks for review and
approval.
Notes : _ • _
_
DIVISION OF ENGINEERING & ROADS (456-3600)
n Please submit a drainage plan for the site for review and
u approval.
n Please submit road and drainage plans prepared by an engineer
u for road improvements to Valleyway.
n Please obtain approach permits for driveway approaches along
u county right of way.
n Please complete process for dedicating 5 feet of right of way
u along Valleyway and 4 feet of right of way alonq McDonald.
n Please submit a copy of the Agreement to Pay Fees signed by the
u owner.
Notes:
~ ~ _ . -
~
' • r • • '
. . , .
. _r
. .
HEALTH DISTRICT (456-6040),
n The Health District is ready to release their portion of the
u building permit.
Notes:
FIRE DISTRICT NO. 1 (924-2462).
n Please submit the lock (Knox) box order form. .
u
Notes:
BIIILDINGS (456-3675).
n Please submit two complete revised sets of plans addressing the
u items discussed during the meeting for review and approval.
Notes:
***REIKINDER*** Please submit all revised site plans to the Depart-
ment of Buildings for distribution.
t~7
~
. .
q~'~.'•~1 TO 426 , RECEtvEO
• FILED OR RECOR D ~
. . . . ~/2
REQUEST 'QF
~ROFFIC~..
`L 2 s Q~1 ~92 ~NT
PORTION OF ASS@SS4S" r ~el 10. 45154.0907
. W1LE.iAM E. DbAfAHUE
At)Q17aR
SPOKANE COUNTY -ENGINEERING SM1 ' jrA#y, WASN. l~-
spokane' County,. Washington RIGHT OF WAY, DEED YOt. 13 ~QGE 770
,
IN THE MATTER OF valleyway ~ RF No. 1201 "F" ~
KNOSq ALL MEN $Y 2'IiESE PRESENTS, that James G. Paras, John N. Paras, also
. I
known as John G. Paras, and Bessie Vrattos, each as their separate property,
For and in consideration oF Mutual 8enefits, the receipt whereof is
hereby acknowledged, grants and conveys to Spokane County, the following
described land: That portion of the South 185 feet of Tract 119 of VERA, according to plat
recorded in Volume "O" of Plats, Page 30, situate in the County of Spokane,
State of Washington, described as follows:
The North 5 feet of the South 10 feet of'said Tract-119;-EXCEPT: the East 388
feet; AND ALSO EXCEPT: That portioa conveyed to Spokane County March 13, 1992
under Auditors File No. 9204010238:
Lacated'-iri-the Southeast Quarter of Section 15, Township 25 North, Range 44 E.W.M.
.
:1 . TO HAVE AND TO HOLD the same, unto' the said Spokane County for the
purposes of a public road forever.
. .
IN iaITNESS WHEREOF, t4e undersig d has caused this instrument to be
executed on this day ot 1992
. ,
t. Excise lex [xe t
rtP Date ~,gJames G. Paras
Spoka~/* Covnfy Treet,
.
STATE OF . . ~ . ,
• • - _ - - COUNTY OF S ) SS : rlI
on this day personally appeared begox;e me ` James G: Paras
personally - known to me to be the
individual(.v) who executed the foregoing'instrument and acknowledged the
said instrument to be the free.and,_voluntary act and deed oP said
individual(z), for the uses and purposes°.therein mentfoned.
,
ri t~
,nc~er my hand and seal this ~ day of 014~1 , lg 92
~ ,
~ z ~ , . ~
.
~7 ;1^ c , ~ ~ ~ •
Not y Public In and~ r the State of
1+3y' n, j • 'y ¢ s h' ~ •
,ec!
Y.+rOf~'. • S14h~GTltl1 C' .
771. .e. .
IN WI?'NESS WHEREOF, t~h~e under.signed ~has caused this instrument to be
executed on this ~ day og 3-ttti6- 1992
L ohn N. Paras
\
SThTE OF WASHINGTON )
COUNTY OF SPOKA..NE ) ss
on this- day personally appeared befot*.e me John N. Paras, also known as
..,y John G. Paras ~ p2rSOrially kI'10Wri t0 IAe t0 be th2
i nd ividua 1(s) who executed the Poregoing instrument and acknowl edged the
sai-d instrument to be the free and voluntary act and deed oP said
individual(s), for the-uses a~nd purposes therein mentioned.
. . ~~i
G iven under my hand and seal this j day of ~ , 19 92 .
~
Notary Publ c In and for the State of
Washington, residing at Spokane.
, ~ f~ / .
'3:'~~`~c.:.~ . r: - - • • ~
93
s A~- ; • ~
~ }r•~.,•t3;,x:.SY.~;~;:: ,ti~~:::~~;:,..: h;
GO'.:"1's`3
IN W?'TNESS WHEREOF ' e undersi ed has caused this instrument to be
executed. on this ~2~b~y~,`QP \ 1992
' f • ~
~ ~ ~~,.r.~.,i q,,o,. Q ~ a ! o / • ,
4~•~l 0
: .~~'=•'~ti`~c,~t:iiJ ~%rA ~a~ (`~O .
q ( Y
rl/
Ci ~1~ ` s9 ' \ ~ ~ ~
r"~
y , Bessie Vrattos
~r~._.:~: ~a
r r ~ ~ i 1 .
1,,..~ "i .r~ .
~ i ~ ' ~ ~V .R
~n(.•. ~ ~ : , c7
i ` _ L°a•~•e°°'`- ~
~ 4 ~ • j ! ~-i~..+T' ' ~
STATE OF WASHTNGTOI11:.'
TlArkr- COUNTY OF - - ) ss
On th? s day personally appeared before me sessie vrattos,
personally, known :to ine, fto be, the
indiv- dual (fl who executed the foregoing instrument and' acknowledged the
sai-d instrument to be the,.free andvoluntary act and deed of said
individual(g), for the uses and purposes_..therein mentioned,
G,_ven under my hand and seal this o day of 19 92 .
~ •i
f-~' tary Public In and Por the State of
,Washington, re's.iding_ at T_=ft4-Ct/z&
~ . . . - - . ~ . ~ . , . ~ : ~ . ; ~ ~
.
.
~
rfl~.v:/~Ic~m~~radr ~d~kc
RFCE4YE- D
FtLED 0R Rrf'*
Z OROED
. . z'?_
920~0io"„38 RE4UF- r ~
INTEROFFICE ~
APR 16 P 0t .
McDonald Road - CRP 2344
WILL1AM L. Portion of 45154.0907
AUt:: TGR Map No. 44 - RF No. 1201"F'°
SPOKAKE, cauNYY, WAsH.
x„r~r~ HOY
~
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Waehington
STATUTORY WARRANTY DEED yOl. 1 2
78PAbE 338
THE GR.ANTORS James G. Paras, John G. Paras and Bessie Vrattos, each as their
separate property, for and in consideration of Mutual Benefits, conveyB and
warrants to Spokane County, a political subdivision of the State of Washington, the
following described real estate, situated in the County of Spokane, State of
Washington:
Portion of Assessors Parcel No. 45154.0907
That portion of the South 185 feet of Tract 119 of VERA, according to plat
recorded in Volume "O" of Plats, Page 30, in Spokane County, Washington
lying Southerly and Westerly of the following described line:
Beginning at a point 5 feet North and 33 feet East of the Southwest corner
of said tract; thence Northwesterly to a point 19.52 feet North and 18
feet East of said Southwest tract corner; thence Northerly parallel with
the West linet-' of said tract,,,a distance of 132.66 feet; thence
Northwesterly on•,a line terminating at a point 10 feet East and 415.91
North of said Southwest-tract corner; • " - '
EXCEPT that portion of -.said, Tract 119, previously dedicated to Spokane
County by Deeds recorded April 20,`1971 under Auditors File Nos. 544544C
and 544528C. ' .
Located in the Southeast Quarter (SE 1/4) of Section 15, Township 25
North, Range 44 East, W.M':; •,Spokane County, State of Washington.
This`instruinerit is given as a Correction Statutory Warranty Deed to correct an
erroneous despription contained in that certain Statutory Warranty Deed executed by .
the Grantor herein which was filed for record as Document No. 9105130114 in Volume
1189, Page 1848, thereof and $hall hereby render eame null and void.
, _ , ,
' - ,
IN WITNESS/ WHEREOF, I have hereunto set my hand and seal~ t' .,3 day
of M/~ c c 4 . 1992. ,
9200004403 ~
c.xcIse 1'ax Yaia oi, J e G Paras ;
Ssle ^mf. Pd.c.V40 ,
STATE OF WASHINGTON ) 01 "SKIP" CNllBEtG '
COUNTY OF SPOKANE ) Sg SY'+6 4utfry Trow
On this day peraonally appeared before me James G. Paras, personally known to me to
be the inciividual who executed the foregoing instrument and acxnowledged the said ;
instrument to be the free and voluntary act and deed of said individual(s), for the
uses and purposes therein mentioned.
Given under my hand and seal this day of A'l .4 /c- c A' , 1992.
1. ~ .
--2j
OFFIC{aI. SEAL Notary Public
OfNER W. ENTEL In and for the state of washington,
t~TAAY F4`L!1:: - YlA9fItNCiTnM
C=UY c< <?0icRNE res iding at Spokane.
My Comm. L"g.`,~° ~ f.'uy 18,1994 .
~ ,
, • . .
_ ~ ~`S~a~E 339
. . ...J v~t.
.
~ . t
• . - . ~r. .r•.!('
•~~7' rt~.~.Li•Tw.ll
~W:L'.'-~::•~.cf4'{ '~f J ~
IN WITNESS WHEREOF, I have hereunto set my hand and aeal this ~ day
of , 1992. .
~
Jo n G Paras
STATE OF WASHINGTON } . .
COUNTY OF SPOKANE ) ss ,
On this day personally appeared before meJohn G. Paras, personally known to me to
be the individual who executed4the,'foregoing instrument and acknowledged the said
instrument to be the free and voluntary act and deed of said individual(s), for the
uses and purposes therein mentioned.
i~~~'~.
Given under my hand and seal thii
" s day of 1992.
. . ~
Notary Public
In and for the State of Washington,
;,~;~y~ ~ A residing at Spokane.
F ~ %OTi•:~Y F*r3LIC - S7Ai;: Gr'iYAVF.'' ~y
t C0i1-V; Y GF S=pMNE
! MyG:=: !1'.. EXFt9£S 0G-1. i~, 5:33 Sr}
s.':;.~`~.~.,.•-'3~',,v;t. ~,~r: ,r.r,~~c"c_ . .v~
IN W{TNSS WHE Og, I kvc~oY~jreunto set my ' hand and seal this ~ O day
o f ~ ~ . ~ 9
s : •.A~~~,,- ~k,o~p~~+ d~ raQ.c.~
•FS~i~/ Bessie Vrattos
, ~ Y , d
STATE OF WASHINGTON 0)(f),
`0 J PUB` 1G d
IP •
COUNTY OF SEATTLE ^ ~'F = 'C~
e
it~ eS
' 17
-
On this day personally ` Ne,4
r Bessie, Vrattos, ,personally known to me to
be the individual who-..e ec f
~ o
rego4ng instrument and acknowledged the eaid .
instrument to be the free ; an~?ary ' act, .a d•.deed • of eaid individual ( s), for the
uses and purposes therein mentioned.
Given under my hand, and seal-thie ~ day 'of , 1992,
. . , ~ , Z_k .
"Mo-tary Public
In and for the State of Washington,
resfding at Seattle. ;
. . -
, . .
mcdonswd/sample/oe/jp
- , , ~ , , =0 i,L • f . I y' .
. .
1 ! . - .
v _
l
,
~ , .
~ . . ►
. ~ .
. • . . . Q
~ ' , _ . . _ _ . vv ~ , • - - -
. ~ .
I ~
i N
• . .
- r- . . . . . . . . . ........i . . • • ...r
k „ - -
N , .
~ • o
~ ~ . . , r~
o ~
+ o . , . .
~ .
° 23 24
• • • n • . . ~ ' ~ •
. . . . 'r1 , i
• ~ 1 p
• • . • • • ~ • . ' I 2026.2 • i;s„ , . , . ~
~ . ' . ~ . , , . . ' • ' „ ^ ~ , , - "•~'o'. ~ ~ . . , . , .
• ' ' ±i: - ' . ' ~ , ' . t'..~ . ' , • . . ' . . . . ~ ' , ~
• . ~ . „ ' . • ;M~' s1o~ . • ~,t7 . , .
, . . , t . , . ' •
. . . ' ~ . . . • . • „ • . . , , , , , • r , . , .
. ' • . , ~ ' " • " ~ 0
. . . . . ~ ~
~ . ~ ~ . ~ , ,1 r ~ , j Y ' ~ • . ' ~ w ~ r., ~ ' ~ ' , ~ •
O ~ ap
. . , , . p : pp . ' , • ~ • . .
_0 N
' ~ '
~
W t9-7
1
. . ~ . d r . , . , . ~ `t3 67 , I
~ . . •.~y f. ~ . t. . ~ `.4 ~ , N •4~'~:~•.l. . . . ~ • ' . • i . ~
. , . , . . . . . . . ~f , :j r;, . . , q',
• i _ ~ T 8T
T ,1iJ p•'.~,:~ ~ , . • - 1^- - ~ ~ ' ' • .<+ri ~
~ . ~1' 7 ~ , . •
• . . . ~ . x .~1 ~ . ~ ~ ~ a
. o
0) 101
~ . N . ~
~
~ / ~7 ~ ~ ,rw ( ~
~
1- W-0
~~t~. r~ ~ r _ ~i ' ►
~ r
• / . , . s - ~
-2.G i i , ~ ~ 1~ I ,,,;i ~ ~.r:'.'.._. r. . . .
. . ~ ~r \T .N, _ . -~'~~.i.~ ~f~l - ~ ~ ~ ~ n: • . .
E
' ` l ~ ri+ / , 1 1 ~ ,/~,^~~.~ia:n• ~(L7 .y ~ei+~~ e.n~~' .1 ,
~ • / . 1 . . . S i., . S~)C ~ .
' ~ c~ ! 1 . ~ • -r ' ' ~x' - T- ° t : (
~
, ` t M , , • , { w,j ' . ' . ' ~ .
~ . . ~ . V. . ~ ~
~ ~ ~ ~ ~ • ~ . . . •,1v~ "4, ,t, , .
~ ~ , • ~ ~
RIG T
. . , ~ -
S . + RT.
~ OF Y . .
~ ~ - ~ 1 ~ ♦ .
1 F ~ •
C T E 11BI/ CAST
CON PRE b .
o ~ , ~ .
.
• ~ ~ DRYWE L WI TYPE 2 ~
G ~ . .
, , • . ~
0 METAL FRAME GRATE
1;1o Vi . .
2 ,
. • , ~
17 ~ Denso Brush `
~ ~
~
' -
IT m EXiSTING IGHT
~
, OF WA STA. 23+50 RT. .
r ~ . .
BEGIN REMOVAL OF I:XISTIN U N ALK.
Awcux & Joi~ ,
8' 12' '1 , . .
~
, ~ ~ _ ~ 4.
1 , 1 RIGHT OF WAY OEED J's C/1 452$C YQL, 00 PAGE 4UU
,
i~ . • ~ ' - < McDONALD ROAll
. .F
.~~N THE ~-IA'I`TF'IZ, af the ----......................I~Ta._.1....__..................----
;
NO~-'~' AL.L. ~~FIT BY ''I-~ESr PRLSL•:I~~'`S, ''hat......... KA~~P..:NE...~'ARA.S,...a.~so...kn.awn__a.s............
~ Y,&'~ FL.RTNF-._PARASKFVOP.ULQS.,_..a..widmw *kxxx~ifb; af the Cout1ty of Spokane,
~ in thc State of \,Vashin~ton, in consideration of the benefits and other .•a uahlc considcrations, and the sum
~ Z - ,
' of----- ~ r ~ llollars paid.-~~ rL.......__ t)y thc County uf Spokanc,
~ ~
the receipt whcreof is hereby acknowledgcd, have granted, bargained, sold an(i conveyed, and by thesr
presents do grant, uargliii, srll and convey unto said Spokane Coaunty, the following describeci parcel of lancl,
situatcd in Spokanc County, in the Statc of \•\%ashington, to-x+lit :
-A~6L - 1............................ i.
A t- •r1, "r tl.r, ~r 411ca_nrrn.~1~~.
~
, . ~
. t • , ~
~ 1
r~r
~ The south five feet of Block 119.,. of Vera
E---•-xc--ept the east--2 8 feet thereof in the Southeast Quarter_..(SE.4~,..,....y._._.'...:._.-•-t
' ~ - ~ . •i ~ ~ :
of Section.l5_......... 'I'ownship..... 1_..__._North, Range_...44 ; E.W.M.
1'O HAVE AND TO HOLD the same, unto the said Spokane County for44e : t}rposetof a~ublic roaci
forever.
~ .
Tn witness whereof......... have hereunto set...... hand_.__ and seal.._. this
. ~ day of............ 19...1.~.. U , _ . - . . . Y ~is;j
Ilf IP&Z ---,►.%~al)
~
. ------------------------------------------------------------------------------------(sea>)
,
(NOTE: If married, must be signed by both husband and wife.)
~ f«m CR 655 . ,
. ~
ACTI C?Nn R SCREENK f__ECd_. LJSf~~ IDn.k NQ CF-1ANC E-REAfiON:
H_..
LEGAL_ DESC Ft fi=' T:b OI'J
,Y i i ' 7 SLa ICT ION= $ 1 R0I__ L. - RE: I'AR CjC: L. = 4-,.~"- 1 5 4 .0907 Y 17 A R ~ 3-
PAGE= :1
L. :r ~E DE~..;c:~~ IPTION
01 w_ I It:> °J ERA a 185Fl OF TR' 119 E: Xl.:.
02. W
04.__
0t--' T_ -
t.l6 -
(')7.....
08.__
i-r 9_
1 ~a~ .
:E 1~.
l.~ -
0 2..~.#.L.C->C>9 Fi f::d~~~.~r_•,R C, H 0-i N G E
aYSTEM AtJA71...
mwqam K7 , .{y"~. J~~Q, c1:` ;Y 1' I1` i '3~ _1'c
; ' l`,;F y`.~ . I , .I,.,,,.:J , , r~ y"" . ~
' ' r , - _ ' ` . . I I. • "i~
~ 3' ' • • ^ t E , t., ~ 1 ~ l. • " ~ ~~.y, .i v.~+ 1'I ~af1 ' " • • p '
"I' ' _ • i - t; . t~ , ' ~`~.r .t„ t . ~v, +ae;. ,•~:1. ,I , 1 . . ti, ,
'1 " Cf~~(`~ t~{~~' ~ , J~~i ~ r. `c. 'N'^I , v' ' _ .a.''~ ' 't~rr, aj~ t+^ '
W1. ~ ,~4.i j. i~-.t ,.~1✓~,F~, .,l ^6',n , tis,"~~• , „ , q`, ,i' ti s~ ~ x'. Q z. ;r ;q~1t,,:y'n 9:'~er, «:l
¢ ! , f,,,{~;-, y~-~1,rj..'C 4 ~ . \ ' : r. 'l,<" ~'-`~t0~ " •
, , : ,I
r ,~t~L': ~',~'~~+i. ~:-.Y_ . , , ~ ~i'. X~~ /e~`~'- ~ 4 .t`Y~.,. , .L 1 ~ , V.'; l,~ tt~'b~ ~'i.'~ ~
:a~~ .a.
`".~.k ~;r 'ti ,;,1. ~ :f~~Y+~bi'~~ Y. '1i4 i~`~'l,~. , • .•t~ iaL;,J~C^' ~ . ~ ' .,y . ~ r r ~t ~ ? ~3~ .t ~ ' "1
*~:~iv. _.~,Y~>."~~ , ~t_, _ . ; ,tiA,(t, ~ , ' ~€3i~ ~1~~"~U~~P~~iE'
~ ~ '~'t' ,,,.D~~~1•~ :`i,Y'. ~ ~~~'~~i ;~i M~ •~1' ..4~~ ~ ~ ~ ~ ~ .I► ~ , :~.`„r~,li. ~,,~li' 0,`1~
i, tx ~ s•~y~• , f_:". , - • ° a ti, . :ti_~. k~,o ~
:t•~ . ~s •ti , ~ ~ A"~''~~ ' ~ R , r, - . ~,i ~'t ~:,l.. .
,."I~ 14, 1~ `;.l'`t ~ , ~ . t~ ,v.T( y•;~5 ` 1' ,~a~ ~1;~.'' 4~j { „t ..V '~J
• -~~~,~,tii+.. ; ~ r,~~b:. ,q~F, . . ` 11 • t~ i.t.~.4`.X.,,' , '1~."-~I~~1 ,t:% 1 t~ , .y4t , ~r.. Sy .r-`41.- k~ ? s ~
~t~.• y5.,.r y~J u,~ , 1y~
~ w~,''r41~~ e.Y . ,•i } ~ ~ti ti; r; , f , ~I • „''~W~ ; f+. t 'i n e ~.l° Y. 4 ~ ,i~ . .7,
, i \
,
_ 1 ~ .~'a' . , ' ~ ~ t#..i~ k~'~ , . ~lJt, } + ,~i - ` J: ' ~ y '~1~ , i _ ~a r ~i T~~ ~ u 4 y tlb Y. a1 ~ V.
' -n " l Y 4 ' 4 , t~ z w I i , ` `
. . aQ~ n~,a. '•x+ . ~ . , ~ ' 4G, i t.. , ' , Yw.. c Y , 1" Q~"A l~~, ■ ~~Y,>,,:~ sao• 4 ~ o t , ~ ~f ~ r~• 't{•r ~:s y~ ~ ~ ~y~+. '~'v}
~ f" V '1.,~ .1 ( : a~^ .t; `c,: . ' ~i w i°~~y_ `i;~ y. ~TY. G7~M ~s ~;7t< ~ / ~ i i c 4 ,K e~ ~ "~t +I .
1, .p'n. k- l~ 1 ;v ,,:~<< t• .i
` 1i a , ' ' v . `~~i~ t .v ~ , ; ` ~ .N M ± * ' `
°
, 4 i ] 1• i' ~T c . ~ ,fii~~.~
y . 1, " + . 91 , " ' - .r
v', i` t `,t ~k ; . .kt.. , , , . "s F~ i ~ ~ s 7: " ~..t ~ , l .'1. A~ . :C + +jlr ~ ;1 •i , r{ ~
' ~RZ . ~ . ~i,' ~t*, . V oi+'~~~ l ,,j.~.y ~ ` ~ ~ t~~, x , I ♦ ,,~b~ ~ , 1 ' i ♦
~ ~J~,s ~ . 't. r., ~ I t ~ , !t ~ ; . ~ , . w 1 Ii L- ' a v'~ , ~
`t
i~. ~_);h ~ 't,A,Yn~,f~ ~ y' G" ..v..y .ti, • , 1 av ` t e s ' L 1' r1 ~Av ~~k~\'~'~'~~:;~ ~ ro~ ~r~' ~ +t~ , e , ~•I. +i~. ~ ~~~~'•~d
T, r,tr,,.,r,. 4 _4,c Y " , ;:1?' ' ; • L ~ ~'e~~~ L{Y ~ TES . •a•~ \`t~ ~ c` i n` ~ *t~ ~ , ~i.~, r`f1h 1
1R~:ti1~'~ ~ . ~j \~5~.~7 • ~ ~y~,'7 ~~.'.i, , -.y C~ ,tti •.'s~] (*``4i'1.~Tp ~J~~~,~?^Zj~~~~"i•"`7~~F~''rV
~
,~~~.:~-,n' ` • ' y I y ^ , ''t . y h~'• o. . .Ol I,♦ t V , 1 J i, w .'",y , n,'~r~~~.•~i • ~ ,2 <
11, ~.✓'7' .1~' ~ a 'y~. _ '~Y V ' I • ~ O: ~ ~n.~.~ AQ p• ~ ~ , . << ~ ~ ~ 0
~ ' " + ~..~~1~~:: pS. , ~ t r ~
, Y ,..i; y ' ^f~.~~~. y ~ : • ~i• ~V'~ ~4~~7.~: ~7M~, i~! + vC. \ , , ; .~1. ~C? . ~n . ~firF
@ , - ' , . ~ ~ ' ~ 't, , . ; c.. ' , ;'~`i.`tS '.r"~: ` ".f
,ti~: "1' 'r i .5 A~~` _ - Ro . ~ , . ~t, , 0• > ' " ! , ) ;`'~•'t' , I 'i r t I ~ C - s N4~;''` sa bM1 '
"t . '~.~1,`~1 `'i L r; l ~ '.1'~. ~ y ~1' y \w ; % .j1,, 4`Y,.' ' r'`1' 1♦ ` " 1., s iy.`; ~ 4 .5~' i t
a,,, ` • , J,..~, ; ip ~~w '~."J.,~-.: v ?i~'t"~Y~o~~~`.~ ' r "y •'v. , y~ vr~7i~~ j y 4' y~{~~ ,
d ~
, ~ ~ ` Y 4~ ~,~GIjATr. ~Yy~ + ~~Q yl~-~~.~.-~'~ Y,,`+:
~ V ' 'yl'~ f~R:~" iI . ~ ~4~~` f.~ ?>>,1i , ♦ " , tiv,~,:. ~
`k^,~`Z`..~.i~lyl~• ~h ~ L . y,'~;. ~~,~~j,w4 r .y'~ ~ . b} ~a: '~1~';`,.b~t~~f*~~~ ~~i'iia,j.r 1': .i ,.~'C.
~ <<'~~ " .i' ' , j~'~,~ ~ .'l~, : N:~'4 r ' ,I~. k `'C.~ ,
, " ` M~ d,~~i- j~4~, .%~,t,' -•,S'v'-< ~ `
. , " , ,.y c,.o~ ~ , i~1 , e ~ i ° ~.it ' s Q S~1', , :,iAI ` ~1L " : , ,a' ,Yl"Av:~` ~ ~ l,, a : ~
,
} w T 0k~ r.,,~ c'R.~~;i ;'~~,1~,.}•" •1•~,~ ~ --:1'"1{,~ ~'4 `!.-r~i'i,,~)~ 1 ~ ~ ,,~~~~ii s~ >l. . . , ~~.,~t, , ` ~F~ .
~ T~,!
~ ~ ~ ' 'i l~~ir _ i ,rt,
- y i,^.' t~ 1~,- ` . ~t~ > .a gY , . • >'~y
~ v":'v . ~.d: 1 ~!'~,t .h.s ~ . ,~`1~'~ ~ ~ Ii. ;5
N. ~ 'J
1 , ~
~ d ~a po 'c'g , . , ~
~ ~ , ti~~ , . C
t~~. P ~ :i.~`;~: 4.` • 44' t" ,'1_1~,•,,.~~r a; ; i~,. ;~'jJ n Tw ~Q , e ~ 'ix+~f~ ~•'n~~,~ ,~x-~,-r ` I • •'t„~4C,-- i~y.g \ ,iv ~
~`~.i..` L . , ` y~, ~ , ,+a~`Y" ~ ~1~8' Q!~`,ti~'ii, *~tty~.''.` . , Qa 1 ^ ,ts 3u ~~k .,3.',~l,'
~ ~ . 'kt`~'~j,~,vKa , , ' • i. l~ , „A .~t e j.''~k,`,{ p ^ ii i~ ~'~.4~ v~ f. ~x;
, ~ I ti ng ~ . . , . .,i:. 4 ~ aQU~~!'~'~8'~\7.g \ , * A
i:,*~` ~ .e~~ , `vli. kpARAS;~ \'~Q -~iy ~ ' ,r'- . ~^~i 'i'~.~ *hy " j,~ •~gl.~' ,i.1~ , i , '.,r4~ ~i}7, roc•`'~, ^ v I*1
; ~ \ _ . ~ , •e .Z•y~'~d;,h,~~ '.r~,~,;,_`~, r"~~~~=~ •~'~8i;1°i~~t,. s.,, ~.t - . .~~.,1 ~w-;~ -.,a". ~ v~,,~:~~~~ . '
. ; 3~ : ~ 8~~', ^ ' ~ ' " ' ~
~ ~ ~ , ' w,
C,, _i..t~ +~~i4=" - • ' ~ ~ ~ 1 ~;.~iM +y , CJ • , , . Z~~'~ ~ ~M ,uQaaV 7~', ~ 5" V i
'
- ~ .~a.~5. ,~1~
1 ; ~ ~ ~ ' ~O Y /~y~ due
. ~2 ~ .
i ~ ~ ''~ti S ~ Z ~Y, ran~~;~ ~~.~'~;f ~ { ~:~4'• s• ° c ud';~ , ,r`~5,1,,i \ .
` . t'..
`h`.;~ ~ .i .i~.~ , ~ i ~•.#x . ~,~,o,.. ~14~i)Ir~ ♦ Lt~ b~ , ` a' . c ,,t.
1 5 ,a,~ i, ~ `a: S ) `I 't `yh ^~'v,' aQ, ~ -,a . , ~ • ' , ' ~ ~ ` I I .
_ g , ~t. . ~
_~~w - .4;i r ',5,. ,a ' 1 ;~d ~~r , du~,,;,A,~~ i; ~ , , ~ ~a~' ~ea;?~~~ . ~ ~ I
' ~ . t ,~~~i`;3' ~t~y,ac t,3;rig~ . ,~~r~ : ~ , ~ J ~l~.e~ , ~,,.x ;~ti ~ , '
; . , . ~ ~ ~ . , , ' ' , . , ;
- , . ,a ; p : 4 ~
t,~T, ~ :~ti~ r'.~~ ,t,u ,t.. ~'l; 1~C ~%f,~~ ,s`~i ~ /1 '1L' " r° . ' ' , . 1 .~1'yt r. f. i 1 ' } '
; ~ -7i, , ~4 ~ ~ , ~ ~ . s. ` . • `D~M y• 1~ t11 + 'c `
5 C „~11~~.~ ♦ O ~1: . ~ .`t .,i"_ ~ ` ` ,~V~~~1r~~ ~ ~ t~ ~
.:~,~i 3'~." l, r;'s' .,r, ~
T .3`~~~ ~8va,.`~i. 1~,~ .11`~"
,_~r~~;,~ 9,0~ ax~y',,Pe, ~.Qs~.~I . - .gollc~i?, - i., , .,._:,-,~:~v;,-:;;. ,,',:h~.
'1 ~..t ~;,,~pry'..T ti "43I l~ L a • i~~,:~o~ . , " ` 41' ~ ~.M ~,'~~0.', ~"'~t_~ 1 ~`,'1n•`.,~~~ .i~•`~~.
I ~s,`i 1 4 Y\ `fAr ;~~+Y:. \ ~`'1 ~ C ` 4•,~,~, ~ ,1 ! Y r ~ ,~;..~=t; ; ; - ,y' ~ I
\ _ ; n 'i'' M a',; r t ,~'x ~'~M,,'it 12~ ,1~:. 1• ,1{` •4 .t1' ~~.~Ati' t~'41;R~, v \ i' {
} ~''`.•4 1 ~~;4~~ , .~~.lr~~~~-,,;~Bts.~~~~. . ,.,ti.~ ~~ij,r,~ ~~i: , , 4 s+ r . ` } z 4,, ...:i, ~ 'c s•
4 ArN., LS ~ J ~I " • ' rt 1 *'~~;4~'~,` ~ 'l~~ 't'~~ d'`, r '~~~lvl'' J 't ^ , ~ t~;'t•.~.~~~,d." i:` '
' ~l.~ •~.~1" i, , ~ , ` y~~ {t 4 ~ ~ V ~ ~ ' C~ '1 ~ ` ','M~ f
T ~ ;t ',;i '1~ . ;.''J, r . -c,` a~1" ,i; , t`, r ~ :~`~e''; 1•,~~•` . , • i ,.i ,ti`,<,,.*r ~i" ~ ~Z,~.i ,.,%"80 1~~('` U~ . V`,•
~ ' ~ .r- ~r ~ ; ' ~ b riQdawil~~t,` i..' . : ; . ~ ~t •4 ~ "
'
1 W. , 1 , ~ , t",-, ti` ,1 ,,i•* ~ " ) ; ",+t: yi. .5',: U_ a, e .ti; - .,Y; ° ; > ~:S 1 +.C`•~•y~ ~i,'1„ '1~,~'} 4,~ i.Jr'' * ^1,F.
`;t4~io.1`+ ~ `I I: ~ ' , ` t .y~ '.'Ly""J-.~~A~,.tf~ba-"yk~Y*~ U~'° I r,.l~y1,."I.L:~, io , ♦1/~~~~ . ~~vit.~~, ~''S/yi;iL' 'l~~1, l,k~.i.i. .
~ ,1"41 `t~ '5". ;x . I<< -;.h,~~' .~µ.~Z' #y) 1 ~ mn~ 8 .yq ~,'t 11',, ; + ~
11 ty,~k~,`;. k~,,<v° ~~ti+~,t:~~'1'~ . ,t:,~;~j~~ ''k',7` ; t ~ •'~~.0~+."Y:;t~ ~ k, , ,4 } ..:`~~~,•1~ "t - "f .
t-,i. ' i • ; ~ t,A ` .`iO~~~ , ~ . c~ti~t`',~'3 ~,~il~ . S~ A ~tr`lj~O''~~
~ q'' 1,. + , ~ i1~~..1 4 ~ : .y\ ~ , \ . ' 4 , 1 1 . . , ,e
",..'K,ty~,5;l,~u}~;`. • • ~uM t ~~nr~ ~~~1 1 L>'~+ •G ~•1~`,4` .~.,i,r~;, 1(`1 ~'~~~i~~~ ~b,~~}qc~'pQrr;~4~`1~,`" ti,~ :`r
R'~~ i .r~~ .~~~~~0' ` ~t A - \ ~.y . .O.~y~~a~ ,.tl "e , •,d~~ ~ t ~,1'~,3~~,'~c .1y,: ,r` 1, v
„F~,, ` ~,111\y . i ~t~ , eL.1'1tu ♦ 1 4 k, ; - ~,'i ~ y i;,`1 „~~y'~ii , ~,~4''~
1^,f'~ t) J" ~ . . t.~;S:- 1, - "-.;~~i~„•, sti.1 ~.1 't- i~.
; ~ ;S . ~ 1,a~~ r ~ ~ ,1..T :'c `~t~ y`'r .R~ _ i ' o~ .n„~ i. ~c ~~~i, • , ~~i ' I.r : Y' ~ ~ n~~~ i~u •,.4~k'. , ~10.- 1 b',,
~ ~ ~ r ~ A ~y t
, ,>1w~,H,.~' ~r . ^hnl. •S
'c.,~, ~'f• .11 r~A ~ ;4+'}..~}~. , ,C ~ . ' ~ ~ ?~r' ,y~..'~' - ti ~ ;/~til' ~j . ` ~1, l,'~~ ~~i711R '_;,1 . ~ ,y
ti ^ ~ ,'t~ ~~Y~ ~ , ,Q ~ Z, ,1r , , ~~OQi3 - • `t~'
t')!.. ~:~~~"1 ~ .
.
t. ; ' , ~.r ~:.~~QYB- e~p 4- . ; -,~'''..=r.- a ~;':";r ~'r , .
1; ~'g'.;d`:.:. - , ~,t ,
. . y . . ' ;;-'r ;.Vf~►.`.~MY~f': . ~ 1~.. t'1, 1 t S ? ~ aL~'e-,` ti., 'C;,, - y'
, 1 ~ ti`~',~!~~~"`'~' ~ , ;4 ~ t;` j~ ~,:',~iCll7► ~*r~wh „ yA ~ ~ t f ~•y^` 1"'~ iVYa yc~ K" ~ :{rr' ~ : .•~y.
~ a' ' '~,`Q~„1~iy ' ~l ~ 1- ` * e ~y` 'r"` . : ' 4j ~•,u `t ,
rt r ~.kl' wk I~: ;.~.1. y •n± i, ~a:a' S,~ " v"' t; ,do'b;tra~~, ~g . , , ui~?~('''745~;+:' S,~J`' • 'i a '
~ , t. ' ~ 7 , :1. _ . ~ _ !v!" e~~ i~A • y
~ 13u~ , ~.1. ~4 t 5 ~ ~ ~ 1. ~ ~ie=r^ l ~ yt.`. ~ ~ •f l~ X
~
~i~, " : ~~,v* ;,.:3~i' i~;.!' ~`~~+ci i y~`~' 4~ ,18~~1~ ~'~~71~+~..~~~+L~.~!+t~j- _ -r ;'t'~ '
:3.`~*'~-'~1;':,x -'~~~A~N' ~ , ,~,n~'''l;1'.~~.:~ ~ ; i ~ ,4i. ~e., ~1 1 ~F'',; ~
1~ ~ t y . a .J S i ' .Y^ , ; ,f~ . J
. : ~`.yi ' i,'~ i ~„C" • ti . '
k 4 • ~,v.,: 6a , l.»~==.►t~~. ~~~~V+I,~.~'~i- ~~S`.~t+,l ~ ),-k ♦~ia~, ky.~~Yit~F~ .t~.~.'1i't~ '~,~•~'~~r ^.Si~ `t~.\` atr +.l', `-~q. i~~~ ~1 11- ; ~r: : ~ ~I~ ~F,'"- 4 ,1y~ ~ , ~~t r y i i ~ <<S nyI ' ~ ' ~ ,~S` `'ti ' . ~v ,y y~,.,~ ` , ~ ( ` l Ci'i n „1 11 , ~ 1, ,
I r rl~ .^r * y~^ • ` ••a~. •r ht'1 [y{r` y~ ~
' '
'v c^ 'R ' ' ` , c~~ ; .%tt ,~~~"~y . ~ ?F~ { 1 ~ ,.~r~,f~ ; !~iy' ' '(71 ,t f~ , y~VM~~~ ~ ~q ,Y , ~ ~t
. ~ , ; : ; .i ~ , ' . r, ~ '~1 r i~., 4.;,. . t .1.;. .rL' ~`\A•l',~a~~8d~ ' ' • ?-~u `G~`'N- ..`}:~.1
k'.:. ;~`5", ~ .'1~t: ~1~~ , - ' ~'.C; i, .+`1'°~-~l`TC" ° ~'.~}}{~Ry-~ , r~ . ;t.-,.> '~r`,~~✓t~~~.t~ ;'~;~~r .~':~:K'".a=~.,i,
I * n ~ ;tP ` L . a ~ ~ . . ' l ~ ~ i ' ~ ~.~~Ylar~ `a , . , i~ .4~ J 5F ~ ~ ~ • ~ , ~ , i . V~~~' i .'ia
; 1 i ` 'ti ; ~`h bil n, ~ 4 . ~ - ~1:;, \ , ' ~ Y . ~.,4,
~ • e~M1,, h. t''C ~ ~ .,C t~ ? 5~ ~ ~ ti ~ ia ~;~r>y~L~~,'l~ L'G~ ~ ~ •:Vlt ~ ~1 . c~
~.r.
' :'14t. `}l"i .i +~r~-~"'[ ~ i, ,
~ , ti _,i ' t ~ ` c , f '~,~8i,~~~~► s,h,?.^t, ~c~ ,,pI ~ag. ~ohn~ N., . ,
- ~'`~-4 j~'`a ~~$ba~d,`4,,;nam~~.... ,,sl~ ,-t ,a- . '~,~:~.A~. ~,..-,~:~~,~~A' z:G;. g Y s , _ . .~.~,a
1
`ti~:~ ^'~9~~r..~~ ~ c~ , , ,r~, ,~`L, . ~5, + .1 '1:'Z, ~1~~ .i - ';a ~,wi' c •i , ~ '~~°~.t~~-~a4 <(+,r~~ • .FC' ,
yr~a~Q~i~ aa , ; p• t~`~ ti
0 .
F+i ` , ~
a s, i p~,';t5.: ! r~ i ~t ~ ~j~ `,~O ~.~x;;;~ i`4 l^C7,- f',. ; ' Fr.--,, ~?h . .4 ; s t ' ~Y + . ; )
4~}.~^~b~_15.^~.,''~~ ~'b0~~,`'i~C18~~,~~-f' ~ "T~.~4t.~',•+",`t {'y,~.'M ~ '~i ~~~'`,gl~.•~~,~_s"'`~+`.pr0p' 'aS.t < i Si; :I1 ,..r c " -,{?-''c
"
a:,'T' q•' ,t' ' ; +1.. +..t ' ~A~ ,~l1~1'fjd~iW , ! ~.i ,ri .;,~r_"y `i %1 ` A ;r' ' ~a". ,^,`"i,.~~,~ _.t'`y"
~ ~ . ' • . ? feY>~~att~~~' w ,•7d~"~= i r`~ ~ t $e1f,~rg 2.'' . , t' J ,•s~y,
~ ~ 1~ ~ ^ f +nd ge~8 S4.,, r, r, c:".~, " -t y ~ ; : , ~ `5;,, _ t ~
~ ~ a~AB,8 o , 'V ~ ` , y~Y peY ° - ~ _
f:>~ ~ ~ . . "k~~wf~~" S:; ,`~t~"P. , ~,w~~~'YF O_ - + ~ v~,~'-r','•A.'~- ~t~ jt; ' ~ ..i'y~,-„-
11 ' ~ ~l , i , , _ -+.f~y~~ . _ ~ ' I ' y~~ V .~.1 i.' ~ r. ~c . ~t .~4• f.' • „ • 3~ ,a {'~:l`':' . 7 ~ .i
_ ~ ' -h , _ ' y.~°08$@888d ~B~ tin . _ . . , . , , , , , _ y~ -
~inr~; `Y~ . . , " ~ . ~~;i,'~:~ ~
~ . l, ~,~u- 0` r~ ; ~'i1,". . ti ^^yV2S.A~-T~' ~ ~ - f`j ~~~,i~~, '~i' ' li, . ~ ~
~ o ~ - . ~ .u, ~>175:, "i • it` ~y i`r~`Y~ ~ ~ "'7~°. . ,~,`i i` 1S. d v~.`°,'.G' ^'K'~', .
. " , . ~ i e~ c3' ~M } 0 . , ~ ~r- a, y'~r; -12Lj...e" ' , t (F r ~'h, YS~ 4iti` - , 11
7 t~, •r ; ~ .L~~ ~ . _ M`~~r L`Y' , .`i~ \~S{~ 1~~~. 1t .:i~F`.'"t`.rj''~ ~ry s~ `~1~~~~ ~~,~t+
'1:" .v,,',,
~ j ht.. " Q' ~Y~, ~,r ~"t.~`y ,t'~,, , ~,~~1.'Y."^4` I '~:4.. 'tc„v~.}.~. .v'.i,~ .p.~~•r~~ 0, 0 ~
f ' ' . ~ ~i1i Mv ~ ~ ~.:~i.~ ~i..l- ri` t Tyv` . P•'•,~~.;~D~ e ; ,,~:"a, d~ ~y-0!,~ '~~4v ,~:.'1"h.~~~,l~~~^~~~~~~f
- t'' , . lt'' ~ ~-`f'OlYI yJ ~ ~ ^ /}`~vl~. +•`~11f:'~,e ii.~ '~~~.r^, ~F~.A'C1 1,5~ ~1'"~` ~`+f.t`'rv`~~hC4 p(S ~i.~~~.,i.
~'tf ' ~1~~ ~ 1 ~ ~ , jlQm~,,~,i, ~t~v: '•;a, . _ } i" .s ,1 £!''rY ~~v 1~e`'lf~ .l„~ ~e' . ~ 'a-±~I -'''ti.;~^r;':' ',j~~~`f.t~'ti~~•
,
, . i ' ' , 1~ • . ' t n .-4`
,;1.t • i'o i S . , , ' i.' . .i, _ ~`~^J~ ~1 i ,n~.~~^ t~, .b' ~ ~ a ~t7?: .~Y
z e~ . , ~ a ~ " y... n~, .Wyc v :>:,,C;,, r 11 ' .,~'`l`. ~ ~ .~`'`~'A" r . ti
' J4 y ` i , . . - d: husban ~ _ - Y o`8ion. : . ^,.u,:.~...,
: a- ; Y j l ~ i S • h~ .
I \~i~ °;i . Y~ :'e0.y. :sai,,`~. ` .:_„t . . : , , - - ' ` . f 'Y~" m~ce`~ =ti :~p F.~~:,,:.
♦ ~re~ > ~
•e "e . , ~S . , ' , ~r, 1 • v
1~ , ' 7 + A`y ~ ` ;_iti + >~•a,} 'Za ~t•t~~p .+:n
4~`~~~ .r. , , . 1?` ~'i. ~~.ll~:.~i6~.~-. Y7tt. - k~~•! ggqnr~ ' /1~~~-,-'~r'L. o1
t ~ ,.,F ~ ` ~~iY. ' S` ~ " ~~r ~ sc~~'.t r ~ C~ t ~.av ; i':r'Tr'~, Y~ ~ . i. ` . y. ~i z Q~~ ~~'17Y~ ~ ` _ "'(JS~~±f p'`:.°.~.;~'.'K' 1i i:Ai
~ :t ~ ~ ` n t M/~~ 1. h~~ ~ x ~ ~:,3~
: ~ ~ e~~ ~~ii~ , . •'':.)r 4' 1' Y~y,:+~4V•+~~1a~ 5 1 , ~+e~i :~~i` . 't.~- lt~ .wa. <
. , ' • ~ 1et . . ~ b . ` , ~9i ; y:~,:~
;.t~ d~` . ' ~ ;,6` ~ • o ~ * ~ , ' . Y i^ ~ Y.+~ ~1~\M,%.~: ~~f,' ~c 1, ,~s~ 4.~
. ~~1'~ ' . ~Q . '3.. ~ , ~ _ y, "'ti~' }'4 • `,i-~ ',w
. =i. . ` s- , ' ► ~ childteri~/;. _ r • n{~r ,,~~H . ~F ! 'ta ;1" - ~P''Tr ~~0 ti"'~~'_.~.u.='--...~"' : ,
, ~ .y~~ " . r~rt vi ~ , ~R .L.' ~ ~~e .~•r ~ ~j y N+"+i ` "~^r,~
' ~ ~ ~ • C~~~ •,,v . , , r•. • ~ e,~~pl, ~±~z.y~w,v.r FsA^~;"~':~yF2' i'~\ :in.
,•~y
for ~~~8; ~ ~ a A'..$ o~,:,~Dri . ~a~ 5~~~~ ~ . -r
.~t1 3~,,w,•~ •tbG,. ~ t'', lv.~ ~t~.:.l..-~j~-e-y. ~i'~Z~~, 1„`;t` „~~J"•1J.~1+~1,.~i~; 1t'y~r
\ `f+5 I ` .
E 1~ ' •r', , ,~t!~! . `..a_LI-i:',•, 'V~Aa~~' tir~"~~~rt`ti;,.y'~ ~b- tY.~ T.,t.t'1.~. ~1,.,~.~: "~~15'L~,~cC t~;
. , ~t_ a' 4.~uLY}~ ~ ~~~i~,=~^?~ ; .,i .f.,~'.:~`s..t~ ~t~n.t~ilr '~t`', ;i~ v i+t'~`F~~,i~.tip•5R<
, -
r t;;'~tiii`.t't a ~1•~ J
' t`Y'\,1 4; ,t^"' '~~0`~~ t c'^ '~''..sJ.•.:,„.L, _ ~n+?..\,,. .'~.'~,i~~~,, {~i` ~il.'-: '
~ 'i ..r 4~~~ _ - i ~ - ~ F~, 'tti, ,k`~' ° : y .:i"n'~.r ~t.
; y~~ ' • <
~ p ,t4' r~ , . ch t-,+ ..i `"h1%,. `~Is''-c_.'iV.~±rR ~ . s' r " 1 r • i,4,~ tIF r4'f ' < f~,~+f' ~,,Y iff.f.Y-:-~ `'~i^-y~Y ~~l~ ~t
1: ~ ~ h: Il' " J': , , v~: " y l~~.l" J'i S~~ ~`VY.T..M+ !!t
, c 1~ ; ~i .~,L.~ t. S `k; c.~ ~ • ~l ' , , ~7.y~; . 1~.. b4, . j ~ , f 3,) i ~~~~~~,.~L~^-"~O, ltiiyy~~ ~i ~ y"a ` 2
y f ' A ~i ~ ~ ~ ~ i~~~ ~ - a~.~ " ~ , = k ~ 1 f., `i.~~,•~" ti r ; r"l ,i } ~ 'rr~u..,us~~ I~ cP u ~
_ 1, : CV '~i i~ ~ tt.. n t, Z`( ,'I:.~• `.,ta. r~° ~?~,:11 ~3irA~:~ }Z ~,v~ `t~ ~JV~',~FL~yf~; ,.~pi~ i
y
Sit+- -y .,v .t= 'K, ,1': Jr" r _ ~ ` '4'~. ' i,i i
_N{_Y '~t,. • r ~ti •.e : ~(!.P~ ' iK • ' 1~. t ~ 4~~ ` ',~P~~ ~~~US ie'*',' ` ~~t,r'•r ~ z'M^=' .i -
~ ^~y , 'r,t. . ~a5' ~ ~.f,s' . . ,n t ' .Y`i't ~ ,r .v ° -s ' . 1 1► ~ ~eP~\
i 11~j~'~.f ~.~j• ~y°. •n~'i1l . 'i, 4. '.1:~T ~ t.4''. i.r, -I,1~ ~\''ti.,i; f•: ;l7j R .;y~~!'d+.Y3j;r1 r 611
`4~~~ir+~j ~`''i~:'~~'~!~~
t, ai`'l,~'y f Rt '14~~ " ,t ti.~:;.Y~.- .1 SI'.~. • t, li1. :i.,,:~/:.;r1?..ISy , ' `l~! ,a~, ~~l.d{~~ry+lZq,'~ Y s~..~ ~ t,. r•~. zi;
- rOt~'~~=~~ .`,2' . 1.. 't~.' . .z. r ~ny'I . ~
~ \r~ ~ , ~L ~ ~.~r.t-i~~ ~~r ::•'t ~i .1 ~ . ~ i r,~) j L~
~Y~ . ' -YI,~ . n( ~ A41~. ~~~iwy!^~ f~^i_ ^.~ST' X..• ,:~~.e .4.tf ' % ~ jVr{~
~jii.~ J v < . y , . ~ i .yy ~ t~ ~,R- 't~ d yl
~}i . ''~b
;r,`' ~ •'•y~ a e . . ~ ~ : ` -.y;,r; { y . 't'~ ' e T' ~P A 'M~ 4
, . . i i - 4 , 1" , ~~*~i' . :.in , d, } ~rt ~,~,-'I s- "lF;. ~'I~ o ;c
- , ~ ~ ' - r~`1 -r , ` _ „ . +..t'. .7, r it a1c'rX;~ Yy'
. t SR . t 1 T ~~,r ~ ~"f ~ t'•;.~tG~ !_St. ~ ~ 7 ' ' ,'4
L~' • ^ '1~ If" ~ ~ P`b+.'b y~ ~~X .t~~,.~';~yf ~",,`s~ ;L~a_"}1,4 dS n~a~+ y.,r.r„ r ~ ,tia.rj 3. 'H
t S_ , , ~ 'l ~r• . . r i' ~ • "'T , S `'t,.(.3~4 • ; ,,v ~ .i ~ 'Y•• ; C ; • ;o• , S,, `f~~, :)'4 ~"n:c Y--s+~ ~'1 f. . J ~~1 ,~'~•,•~rK(,r•~`
ti .1'0 ' r ` • 1 ~ 'i~.. ~r . } t~,:"~,~ y ..r~ _ 1~~~ ~ t.~ wi: '~r :,i~Ry, ;t'c /y~t~{lu tl~• '1 •y,
^
t\1~[ .
*,r° ~;~•Y ~ ~ ~ '+a t> ~ .:~d.. i M`t ~i~' '~i~, n~}~ 1~ _ `'1,'~`~ ~ '+iC~:~ a=J.P♦i~.v,'~~~..,,~ :4~~.~~ ~ 't^f~~~~~~~~AS`~`~✓Lry.itd,l~~~1'{,' ,i ~`"~~i i
a I. +
~ ~ . , t ~ ~ a~ f.ai, ~ ' ' i~. r, -t'rl_y'a~, . t' ,i .r~`
. , ~t, n ^~i.,~
. ~'S ,:~r . " ~ ~ ,~~ti i
t Y r { ~ol° ;r~ '~..i• ..~15~r t}?n``st~
~ . ' : i"~ ~ •s-.~ C
F ~ ,s t J1. r-~' . ~~'•b; ~ : " , t i + • ~j~°v4~', ~
~ " ~C'` .y : .S ~ , ;I,.l ,4y" '
~ `.~th,s '~",~rr`' ~ ~~h v, ' r~~:;.'' j~ t ~'l~r,i Y i - .
<<~ r'(.'~~d, 7},i4°.~'; , < ~ l,? qy7,.s5`c ~r~~~~~ ~~"S~`qr:4,~~.1.c
' •tiyf r.i4 - - 1', , ~r .Y:~'. ' ""~r~' :1+•`I ' n,_ ~ 1.5,{t+'^~t tJL tr~ Y
~ys, ' ~y` <i' t:',~, "
,
` t . -1. ' ~ • ,t C _ . C,7; S~Lr + :
5, eE n~: ; ~i " ~`:a; ~ . :.~`~~~a~:'~~' (~n';, LT. ,:F" ' ^ ..i.c~2?^ pyF~,~ a~t ~4^,~ o~t~/_~~. ~ `>'p•°~.1~ - Y^''''
1.1 ~
1 ; ~ ~",,ti:~y ? c•~ ~ , ` '-rt ~f,.t y r ~t.[~(~ ~ . 4 r'w 1'n~ 1`w' ~ n
~ r~~~:t.l.,' •+4j; .~,r~ , a'~""„t'h,~~. .v f,`~'`i,, l ~r~'7J21 t~ 1 'a: .n, j i{;.`L 4,~i'i l'~..~i.,.~}: ~ •
`ti~, rii .~:i ~'4 '~y • " .'1~.4 -i. ,'a ♦;~,.5~ µ~a . ~l',' ~~o t~~' es~~1 M~'R~~U'~: ~ Vo' "1 L~ fG , ~r~ ~ 1 ;,~yE,'a?.!.. ri •'v'~~y`r..i..~ V. f ,.~a,l~ •
4 ~:'a~~rr• q •f~,f .]~n ~ys-~j . i~ ~~~Y.N~,` `1~...~ 't.'~Y 1~~B W+fi-~!~'.~ -'C"r;r'-'i`~S C~ C f..I' - i ,3., i, ~~4., r, ~ ~p-~.' a ,T~.i u:,.. .i".~ .Ss7. "T i ~h:~' t I,•I
j ..i. . .p,y .~,r, •4 1~1~. I+",i il ~'Id4,4 1 •'r R- `A: ~~'t t j~~,`a t~r .~~7
~ ~ : ~ ti>. i, , ; i, . ;.~.,.1;-: ~ . . 2J~ , :~s~ . , . . ~ti~. . ~ , ~ ~ n q L- t.. ~
' ~ [ ; ..~'4 ' . . '~'j` .p ~~a~~~} ~ ,e~ltyk= ~e`+-1••
li~.t5;<.~ ~ ~~..~.`.c~ p• .I~ h
I•.C; r, . , ~ ^e'`':~.'ti 'l'li~!;~~✓ ~.yy'fy;, ~ .~ttiu t,Mi~'}'t'4 ~'J~ra•;`. ;ii,~~,i~'.S , ~f. :
w~~yb` ' ~ '~;y1, 4.;~ . . .✓~.lay.1 ~a';~._.,~';' ~r,: i. 1 rF'~~. ~l•'~ ~'"~~bo y~~~~~, ~ y X i
d , ~ i". ~i.*~"~ i.: `0,~. . . `"'~I 19~, -..v+,ia~t,~y~ .i J L • Z D
~ } `rr` ,)~';,~•,J'•r; ~ y``' '~-~1 4~S?;~• 1 ~ ~ ~ ~,yp . `a.t.,''-~', ~ ~l~.Y`.~r"t.. .rw M .
` ♦ ~ ~y . . Fr •:w 1 ~i•i I. ' ~1 ~ ,.~~i ) ~ . r. r '
` , 'auA a ~ ,{,i • , • - y„ ' ~,rr ~ , l j ~ i < ,t t
T;'. ~1 !4l .
`r i ' _ ~ •.vi. .7t ,SY. ~1' x .'i%,Y ,'r'~ t`~~ i•` ~.ts' . '
` f ' ~ r . v...
~,'v 4 • ' ` ~'\4, 1- +r S'j~~ ~ . .
`•~t~, ~ ~ - " ~
11 . _-:~y lNRP"ww,"'7-,' , - .
~
~
* - ~ ~ ~ ~
>r~',~ ~r ` _ - ~
o _z.~..•~.. ~ .
, "4~. ~ ~ ~ .9", . ' . .
ilV .l''.•l,~/f'l^ •r1~~-- . , i '
Yr ,7 J, ~ . J V ; .t'c i' t. , • " -~'~;`a~
, Y~ , ' c.~,• s : ) ~5.i \ , i. , ~ ' , * ' ,e; ' . _.y 1,v'n` . ~ 1'~ic 1~ i
X. : i '.f~.~,+~~ F.{~?•<A'~ ' T4 ~~~~Jf+~ r~~~~y' ,'1^,'~y4' ; ~.4;~ `'ti 1 ~FS ,~~1 ,~t~,~~,L^.+~~' 4h+`~' q ~.y r ~ t
2'~ , , r i 1 r~, \j ~
~n y'~.,y.~` f .1 ~ +~~F~~1':ra: ~ t`~a - '-_"f;~.e ~ .~«S ' ,~t yr,,~ ^G'_''~•t~ tit2 ~ J`~I!'~ b~',.r, `i ` ~.tt~Sl~~;
± ~~i~ i~.7.,w'~ ~w~~~:i ~~i ~ ';~~~~d, ~`i.~~i~,1~i." i . . •~'i , v.^ `r .T t S ,rr~~n~{~i M 1•, 4(•'~~ jT 1 ~~V~~\°x~~a~~ , ~ z~;%
, . ~ '``~"L'Y , ~ ~ '1 +~}:t`+ ' ~i ~ : - ~ ~J` ^ - yn 'lPI.G~..', .4 ; ~ -
'-LT.~,~El:~ B% "1•..'~ ~i 1"> "y C ~ ~ ~.s , Y' u~ ~j JN ~~~rr t ~t~ SL 1`~+~ .~yt .i.~ 1 : ~ ~ M. A~i; 3
~ yµcV~~~.~'i+ Vy,.`'~~h.aAL` ~~y.~~;y~~~ e. ~l~,~'~~~r~~~v~ . ~ P~, 1s1. , , t~` ~~i '~l't' `,,,'v,' 1 ':'V` ~ ~C n"~
~ ~ ,ti'.,,~_~2';~ s, 1 i~n~~~:' :1s°,',~w ;t,~ L~ `''`~~Z; . ,1y ; , a`>,~__ , ~ - ° b^~ ,"~~'''~e, ~`c7~,~7.~i,'i~~ ~4e4,~~~~ ~ :
lr ~ ~ ~ f7 t.~~:::,'1 . t ~ • \1 t', . , ~ L.V 't ~ 4 , , !`~k L~ 4 `y.
~~~.y~k :~L` +'4 '?..~~i. 'oi~. ~~1 s~r'Z? rF `~un d, . ~ ..i•' p + f..~~~ ~~j~ ~p~ at.~~~~~• ' 4l, ` r ~'.i W 31~ '~^~[c7Y `1~' \
} , N`~~ ~r ' ~~'~i~, S~C. ~i p ii:.v • .y.~.~ yit.l~ +`.y ~ S'!~ ti ii.C✓\~•.y" ~ ~
1`r ~s~'' ~1 .v l~?t.~~ ~r i ,yS u: . ~ F.~}~ t•~ '.~'1 4~, _ ' .,~L •,~T ~r.,T ~I~`•G, 1S 't~~.C~ ~ ~ v r. i.-
'`~~~u ia ' 1o-:~ ~"-'4~k-f~ ,l~c~ J, j~. • 1~+; :.2 ^',c ~~r~' r'^; ,i d„~;'i... . ~:-R!`~;',,{,~ cY~ ~ 'T ~i,~„~, h. •.`k1~,~ S~~c~y~.: ~~r ~~r.`~ ~*,.d~:
`~7 ~r.M~ c.,t ~ r`{..,i~; Y '•~a 'f~Y "t s ~.`'1~ :x~ ~P~" . ;11~ ` „ i'' A`yT N ti~, ~ k~.,,' ~v',~.`i~• ~ . G'1,,
~y 4W,. '1~, ~L, r 1 li~,~. ~b~ ~,~'R, ~~i v fL~ir,.~!~~ : , ~ ~1 ,{S~ , ~i A ~t A l
~..~+~r `v.Y~t~~~y ~~z _ n..x i~ ~ iA a `~r-``~ `t+.' ~ \ L 1:, ' y,'~~ y' a,~ ^
i.'+~' ,1 ' J~ ~a," ,s~ '4'•i olY~+t i"t''Q:a'.f•;~~~' ~U~j~'u ~k'~ : t.A4 ~S , ,.t.Y - `ci'~`, ` `t l~ `:S.`~~ 'j`_R
i~; 1 , ~ ,,1, _ • .T~ ~ ~l ~ ~ .~~_~Y: ' ~4~ v ~e. 1` ~ 4~ i' + ~y ~ Y~ ~ 'f
~y1' ~i9 Jy 'M` ~ M~ F~ `~r' l:!`„~^~ l 'r~ ~ ~i~'•o,• 'W~'; h~'~• y '~Z`~;
> Cy i \ t i 1 "i~;Il~~ 1.,•
~ i,~( 4:'d`.'~', ~ ~>i ~`,l+~, i ~?,tit~""~~ "i ~ G~L~,v~ `511~~# -~`+•a f' - ~'~~,.,`~i. ~;a,, '.1~ M~, , 7~ p c. ;1 ~ ` ~~1M1.C`,rifi~ 4~ '~4
?~1'~~.;r:,~'',OA ~~i. •.~ot;~ 'r\ !Y '~'>!i~:~`•.: ~~~~;ti* +~r:+~'v^.y,~ <~`r '41 ~i ``4 ~ k ~ ~ ~~'~r~{ `~,~.,Y~~e ~'~`,1 ^q~"`'' c`.,`` , £
i~et~i y. 'o~'~~ ~.a ~,v :4r~ ~~~~~~.T`~a-_r.~_ ~iC'v,` o~,,,~``~~ ~ ..`r~~a`Y,h C14~ .~C~~. •+t,?~Z~ '4 ~y,l ~,~i~~~~~, .w;0~"~~+•~r~t"' ;i~. ~
a' ^ r, r , I,. ` , ' ~ „le.R. ~t .~}I t ' te ,i ; u~
.~~;.j~~;; _~.E 'A~ ryy~~ ~.r„ r~, .~~~~Y^y ,rr~^~4~~ \r?Y ~~4 V~ c ~ • CE , `a ~~o~•.~ k ,~~t~ 01;~ ~ t ` ';.~?~iy'' 1n' ,
~ , '`~~.~~'i~~y, `~~~a ~Ve~+t~..P~ ♦ A~;; ~,ti~~;'~1~~'\ _~1~~•, ;~~H ,re~~~d°r~'~~~V~ ~"i,.'` ~ ^~,nj .1~.Ty1 1 ~t~~F.1•;~`~
`k''~ ~
~1'4t:,~ ~~?l tl~"S-~`•~.7~~ + ~,1:,~ t~F'~~ ~~~•g~~`~ L.~•-~ ..~1~~~ HY~~,~~f~r.C,~~~3ti ~~~ibPf+y~lµd,'~il►M~~ny~~ ~ .t '
r. ~ i ♦ ~rc ~;r^ , 6 ry~8 Zi~ ~ ♦ . ~`:y ~~7~Q ~/~a .r ' T . ~ ~1~i. '
.:S~14 i,:,F,~t~ Y'~ ,or. ~,j ,~~V~ ti~ ~ i y~''i' ~ - ~ t~1 ~'y~ t t" , l~ . rL~ , l' , :~ti '
a~,i;~~ ~.A11~ of~, - . Y~ si,..~A 8lr ,~t. , ~r, t~'r*., .~+y ,i.
IS`tr'F,I~J~.~ +.~~'Zlis-.1~~~~~~y ' ~~C•'^M•~~•'"~v i~~~ii~`+~ ~~pN-~~i~ 'l -1;~,',~',:~~±\. .tr -~S!~~' ``~~~al ~ " , ~ a y~ F~^J'•
t' , I\ Yt~' ~i~ ~c.~, P ti` ' ' ~ Ly0 Y' ?:;~',ti~ ,1 " 'e {[~~t~\3 WJ ~ : ',\~'~;',rt1~ 4 _ ti;~ ~4~~~
t , . ^ A~L` S~ , ..{`F~• S. ~ ' ~y'►~~~~y x8~: ~ ~'`~~z~e~ ,1 ~ " S,~ ~ ~ C~, 1 . .
~.~i)o~3~'~.4F1~~~"~, Y .~1 t~~~ ~+3~~~yM d~beq~A~~''~ ~ n ~~(~re,iti4~" ~ f:. ~.T•~ 1 ~n .1~~ r.r `,i
' , ' tf j ~ . .
; ~ ~>Z!-It"y~` er,~ ~ vM' ` -t''~" 'r i ~ ,a' ,i ,ti_.a ~ ~ R• ~
~ x v;' .r 5,. 'y ~ vp r aC:4 ( f ,,.~cf~~ ~`y y ' _~•1 } aQ~ V~1' ~i►~ ~.~`_ti . ~y`~", .:a `Ct'~' ~ , a~~' 'i; c'1'~ l * ' `t ~~at., •
~ ~~'r'~^ ~ 'R,~~\ ~ ~~~L ~ ~iT~~ - -:a ~'S;'~~`~~~,Yii~c ~ _ ^I a~'i, .6` ~j, 1`C~--t~+ ~tL' ~~1 ~1 i~y, {<`~N~.
' •S` .~"a' }y1'`~~ .r~`~`i>'i .t;, mV ji~aQa~~ ~ "~e5 ~l~ ~ ~ti, ~ l~°'~ , 'R 'h,~! a~,' ~ ~
~o,'t ~ V~~'~1/. +,•n`, ~5.,, 'i- ~ ts<~ , `L.`, Zti ~t 4 v'~ \+i 'a, 1.~-'~ 'l:
< t° ` ~l i"~y .,,~r,.~ - . , ti~ . ~ 1 ` ~ . r>~'t' ~
'R. r. •l+`o:>,~~~~~ ~ `w~r . y,..',~.'~C., "i„ 5•~; „a.. ' ~~~b,'~t~ 'i , ~ i.~, ~
~ ~ h.~:, 4 s, ~`i~ i~ . . , ~ , ~ ~ y ,~a~` y. l, ~,~,n~~,\ ~t~~,~✓'",~'
,~a.~\i*~~ ak fl. b' .b~ 'iv a; ~ ,'t~ ~ ,.y ~ 1 i ' , 3'~I'~ a~' '.~.r~i . r~
t 0',1\ '•a~l,y~ ~~4y~/~{~~ ~/j~ D ~ _ ' ~ , r r , Jv . , ' `
~~i'~+~~ r~~~^;~iM) ~hi~ ~.\.1v.: ~~i~/V~M~`\_a~ ~`h' `y;'~~ ~ti~ 1 aCt! ~-1+4N~~1) 1~ Z~1.S V 4,'j~`~~,. Ml.r~(;~`Lf~
~ Q N/~ i•~ "t`r' : , " ~ , ~1 ~
~W;~'vti<3 ~ i~~` ~,Vvc'1.~~~uy~'~~'±ti/l~~J, ,:,~..r.:~ q`~~;;~j~`,'`:'1,~'•~, ~vZ~~'~ti~~.v~ ~~y\ S~ ~.~R,, .V,' 'T:r `~~r`~a~ ;t.~~Yy~. ~h. .awtf~ ~ stv..
~a~' ~ ° ~t ~ t\s~ ~H•k , ~T ~ ~ .y t i ~ • ~ ~'1.~ ,ri"~~t~ L~~~ ~ `i~? `~Li ~ Q~r~~V~a,1►iV r~ ~ . ~ ,
.1.e . ~ a.. ' t v' ~~v'.r; } ~S • ~ ~ +.l d~ ~ ~ ~1~~ ~ ~ . ~ ~ ; , ~ ~ . ~ 1:-~. J ,P ` ~ ~ Y~ . t+ .,i ~ ~ ~ ~ ~ ~ ~
a~ %,'X L.' ,y~ ~v~~,~ i ~ ,jy ; ~ '~.tiir r•~ . `z~',r,'..'L; r ~.i..~ ~~~~p~~► A1 ' l~~OM ~S~ti.(~t~ ~~r i~'a, ~l^~y,~1`~t'~1~=ti
r J. . y , • +1f•~ ~\\•M~.,~ c - R,Y ' ~ ; .
~tz> > ! ~5•L~ F~ti , ~M.~~ .ti` ii~J 'l~ ,i~ie.14".t 1'
~ ~ ♦ s ; w ` ~ . ~ \ ,y t 4e~a~~ ~ ~ ~~r Y B } , ti~ .s ~~i 1~ ~ ~ t ~ ~ ~ ~e h ~ ~ ~ ~ ~
' i4 ti t i♦ ~•/.3~ 1 ~ t`~~V i" r ` h. ~ ~ i~ . ~
~r5 t, ~ , - , l\ C~~~+ , '1 1 1 ~ '\`X,~ 4~ ~ ~A y~~y t ~ ~'1~~`~ ; ~ti4`~•` ,,.~~,`2~1+."1r i.~~.~t4~'•,
+~i,.~l: i'';' t 4~ , ~ - v"~' r • ~ . ~ T 5. ~Q~ '•Y, ~ V~ M4` 0..~ ' d, j", '1 t~ '1
i t ' rr)yy~~,~ ~ t~ ~ ♦ , 1 ..e'~., , ~ ~ '~.~i.. 1
N`° 34~~' tin Zt~~"1j ty y,:' iJ`~ `tp , /'I ,i~~'}: ~'l' ~ `:h ~a~ 1\.~ `vr " `~t~ ~ h4:aJ~~'.
~}''~~~':1 };t, , ~ ;e ~:`d. ~ e = Md•~bQ~~V~~~t ~ ~ J ~ Q `~p ~l C~~' ~ -+~~•1 ~ ~l` ,r".
_ ;',~'`2a`~~1~'.; t' ,d`'t~.~~,~ d~~ ~~;~►a it , ~i~ y.~~~1~`d,blf' {iK°-°~, ~p' ~n,'MW,."~1 = ~'°61~ j:wr!'~' .
I;vi{~1,~;~`~±11~1{•~`ky`'~f~~-'~~1~r~e~~e~`~~~-*:".~~'~.,~~ •I~ e~w- ~~/~y~~M` ~~~~~Q'f~~v~~~l ''1~i. ,l~' ~,~t~~y~~~~~ S:a.~~~i~~~'t-~~MA r`ytil'~`~ ~~~~.f''S~
~ ,1~ "~.'~~v~t ',~~1 , ~.~~4• R`~ ' ~~\i~v.V~` `;~j,: t' :}C4 ~~`~'~~~,'w°i' ~.11~`~'•~V~~~~',~u~~.~.1 ~:,;•t\ ~.L. •~,v
~ ` Y}~F~.i...~ . ~ _ ~ ~x~~' '`j. ~i;' , t;~ti ~.y~.k~~~ T*i.~~, K~~, . ',F~+.`~,c 4, ~ . .~h ~'S{„~~ ~v
' .t, t ~ ; a,~ g~~ T•l• G. { t~,nlGd: . ~:,,•~L :,.,,,:~k,, ~i
; ~~z~ , .~~~8on~il~.~ ~i~ ~~Z~-~abov~~ n .~o.~~ ,~c~iil~~~~ , x``., > .~z,
1 wy~ y►a e,
~ytt : ~ l-t~ .f ` 4~1~, =.r, 1' ' ~ \<i t v~~..\' ~'~,'~•"f,~ l~.ow ~`~~`~J~. ~A~' Y ~~~T~i~p ~4v.,: \ `~L~S~';Yn ~w e~` ,
q, a
` ~ ,ti~ r -ar
~ ~c, ~ ~ d~~ ~~r i~1,.~4..~ V.~i •i:"~'~~V~~~,'v os° .~1~'t ~ , t.t. -
{ i ~ M ~ ~MJt a"C~', ,~`~a't r t- ~ ' ~ ~ e`S 4~. ` i~ •`t~ . ,;.,q s ` ;
~ ~ ° ~ ~i ~;nd. ~ . . , h~ a;~ ~ ~~~~na ~ ;a a:.:Y- :w.~
n ~.'1~,1 y'r ~l'. ,~.1~~` . t ` ~1~ l ~•'n, ~ , , , ~ ~ ~ 4 T ; • Y~ , I~ ~•~G Q~~~ . a_ ' ~ ~ . , ~s 1 ?,3
i~,~~"~\}A ri ~ ti , • y~ x' Q~d,. ~ s. '~t~` ..,y; ~~t E~," „ ~L.s` ~~►Qc,s~ ~ ' , A;F~ s e'"'~~ 1`~ y, ~t F~
, w:~~I~ ~ .l 9C ~'t ; ~ v$\A~[Z, •4:r Y`' t..,~t ~t , ",':r"'
~ ~~'``t .r'~~' ~ ~ ~ ~:~'Al1a~ , , \'~T~~,,'~' ~a \~i; ~~"gonA;.~j.~-' • ~ ~3 ~M,. , ti~`~,~,,~r:. ,:t~~ v ~r' ~`,;~,•,~~`~ya,9`~°^~t~~':~
` , e ~.Z ;.t3~ a~~' ' ; ~ ,i•,' ;1 w~ „~~~~a 4 ' 1 L~t ~r i . : ~~~1 ~ ~•~~y - .~h>> ' ~v: ~T;'? `,e i '~~~°•niL ` ~,~h:
i . ,~J3~a~ „K'~~~, s$C:~4}, ~r1 011~~ M~~v~1,1 :a. ~`t.. ~,'',~a~ `{y -,~~"n~,..+~'~' ~ ~i•;~•~{'~~yj~~ `F'~;-,'c4.~~i .;ti".,• 'ri'.~~'`~'` ` ~
y, , ~t~ ~~a,~ ~ i •~Li~~ i~ , ~ ' ~ ,v•R^'-tt:+ ,...~i•..i a - , ~ .nt` ax.t ~ ;•Y, ~~1~+ ; a~ , r - j- ' i'~~{. 'ti~ ~ :
~ ' , ,_',l~ 1,51: „j. .l~' :Q~~i?w' r , S ~ . i w ~ a~< <i~; ; ~\F;i *r~y~~~p~il'~: 4~~~ Y~`~0.9~'
51Yr~ t.7„'1;' rw~,~ ,t}o~~ ~~i_.'`o" ` ...a. . i , . ~J'~ ♦4~~; `,~,~.~:-a' c: .9•= ~:~wij °yx.~ 4 ~CS'•,av'
y~ 1.' r, ~ ' , vl ,i~ ~,1~~~M ~ , i`'~,{~ ',)'V M 3•;~ tr♦ ~ •rt \ ' ,ti V~ ~6 .~A;~ ~ " ~~t~~:.11 ~4 ~t, ` ,
~ 'a' ~ ' ` i v , - . ' ~'1': , v , - ~ ' t'., ~
K.t "i o'~s •.Y. . ~•nc+ r~' 'y,~ ~'d r . „ ~~:.e;' • C+ ••3 :ri~:.. _~..~,y~. i, ,3~+ ,ro 'Ii
~.-S° , • ,y v c ' . ' ;4R P~ w. ~ f i , , _ ~i ~i ' ~ ' w ~y • ~ „1
• ~ „ r 4 ~ t ~,`4; ` :'~,r'
~4 ro .*i.~" `'~c'~ r~'J",` ~.i 0.\''` ~,i . t ~ ~S'^ l~ay~~._.~M1~~ ~rl~ 'F`~
.~t~,-" , •s°: •gOYtt~Y . ~Y'~;
~ , y, i eE'~ \ ^ ~ • ~ ~ . , t c' ~ ~r+ i'.'' z : ' . ~ e
~'i ~'~tiy~'` ~`t` y~ u`~~,~~`'~1~,~`",,~,L~ l~i~'' : [~"~~A,~, J'~~>, ~y ~n ~ ` v~r`~AA~,~:p e7'~~ ,ni4` r~~,,N,~ `•j~` ,t, ~~Ap~."}, `
~ ~ • ~ ~ 9 ` ~~~1, ~ ~~VF , . , t,~ ~ ~ ~ ^ {-K`p'„~ ~ . ,~~rg$., ~ Ll 1i~. 4 ~ ~ . i , y ♦ S ~~l`,;`
~ ,,111~.' ~'iR~~~. ,N+~ 'I k+ ' ifi{., ~~'~~aa ,YF,' .iy~t5~~+'Y, if' L~ yy~B~L' • ~.-..i: 7~+ ~ ~ cYtJ.~ ~0'...1;' i:~~'~. Z,:
. t , ~ ; .i+tii. ~ ~`i . ♦ - y± ~~..,a'`.,'~b aa• t~ ~g''d. ~O ~ •i' sE,..~ ~ .3f ~,x~ ; ♦ ` ~ ,~~,e=,~
~ ~ 4 ` ~ • y+ ~ ' t ~ : ~ . . ~ . >
ti s~,,,,T,~~ y~•~1;.Y' .e fv,~~,rt.i-11\' 4 i1i s 'i~ r~,'~~: s ywO`~l y. '`t l:s=:: y._` `tAI.~Q~1,, t ` >>s + wJ'~~~~ n~.~_f:j
~ ~ ~ ~~'s:{' ~ { ~ ~~+~n,~,n~iC+~~~'~~d;+~apt~ , • ~ N:~~A~~~ =~~s,,,.. ~ ~:~~~~:.~rowl.ded~`~ , ~ ~ W~ : ;.=~~1.
~ ~ ~a~+ ~ ~ ~ ~ , '4 ~ ~'-S ti , ~ . ,~L .1;, s ; ~ • : , ~ ~ ~ - . .r`" . ; r~
. ~t,,; d' ' ~ .~'N„y~ `
y u't K . ' a . rn~ , 11,4~ A^' + y~. ~ `7'~~
t~~~v+~ N ~ ~ 'A` py~fi`y~a` y \~'a~^,~,Ki\~~~~~~~ j ~'~S~ lS Y ^ ~ +,Z1~ r '~~y' ~ ` i~A/f~'~ ~ O~~ 4 v~~ ~'~!-"P(~+ , S ~1 hi '
~ _~tF. , .B ~n~. , , ~ ~_~L.li n ~+O 1K~5 . ~`rrQE.,.,e.~R~ .5.~,'~ , .
t r~°q ~~lf 'ri' '~.r h~ti. " ~ ~i ~ ~ ti.~ tC - ~'~.1:,~''
~ ,y4ti+y.~:,~~ y.~ ~,~,1` Y'. ~ ~ ..•,.t'n4Fi~ ~ '~a:' 1 - `r ' ~P~~~~ ~~`L ~ ~e ti .4 v. c~~x '~,lr' ~ ~h~.. a .4 ~ °i~
_ t , ,,.i ~ ~a ~a,ti ~ , ~~~'V -$~ia•:,, gpYlB' , 'i. .y~,, ~y,,~'~ , tb,~.:~Ct; : ~t ~yf~, . S ~ ~ r v ~~tll` ~y,,,+
`,i~; ~t "t'+'4' 'iW~^^~~0~~~ `~i+•~ ` `jn` ti~ ~i ~,r' +p/L`~•~~c~~~~`! ,i,~s,. ~~.Ji~;[;~;~t`~iv~s~ ;~{r.e: r
~l J `~W~ t . . , t . . ~ h, `4`• l~ •U: 4, •.f~~
~D+ ; ;y~ ` ^ ' 1 a~~v~~CVi ~ •ti„ ;ti: .,`~~r ro~^'~~~Ci~~:1 . .nr.--, e., Y ~y~:1w~~, ,~';tiri~ ~A•i', ~ : ti ,y..
. 1 ` S t-a . : ~ ~ ~ ' ~ ~t rti ' : ~ `•'~r ^ ~T ~l~ 4` .u^
~ y v~'~~ : 4 •~.i: ~ , J~ti2 ~ ~ i M~} r,'~~~ 1~J!1? ~ ~ ~ t~ ti•' ~A w_ ~~IeQM~ ~ t ~`y ''o; ~ +..+,':'.1' r , 1 tii ,
t .~.;~,.rt _ ~~y ` Q~`~!g`y. , ~ c ~ t a '~e e` ~ ~`,p ~ .
R,p~,~,, ' ~ Y, , . . ~ ~ii ~ > f~ . , ~~y ' ~~.~y~4 :g,B.'~, o t y ,~Rnr~ ~ ~ Y> ti•:'J°.~'1
.~w '~,\,,i` ' ~t~*,^~ QO-• f~~~;~ ^':'}~rl~ ~ y~'•, r`~~T~~~~~` t1 '•Zi-~ .<'yr- • •~r~;_~tiw a~ i`1~ir~
~
1 `.e t ' " ' \1 , .y LL. ' l~ . $is ~ i1 t . 1:~ I,,-, r '~e, • ' ~ * . y ` . ;
v • 1~`' t 1 , yt - o'~' " ~ `~~i ) ~~Q 1.) ~ c 'i~iF . .
' Y%'1Y~~4' ~ ~Y'~ i.. ~iti~~n~ v~` ~ X}~ ,f,1•S •,,'i.' 'i~' ,r]~ f ay~1 ~ ~~g~: r•~ ~~.~yj Y`._trt,' ' '~;y'` t Cn ~Y . ~
,i~ u~V ~ .r . ~ '7': ~.~,lf~ . , b{"'~!~~SiiP} i'4L~•~ -jo1 rT'~~ ',y, ~ ,'~~~1 ~
, . ~ ~ . exe . ~ ,j,: . ~ t. v ~ ~ ~tti~r~; ,.~r,-;<~ '~y 1~.ing~~, ~ U~r~.
, ' ~ r1 . ~ 2` ~ ~j~ i~~ ~ . , ty~Cn~~~' \ ''7 ~ ~ ` ~ • M v~~ , ~ j'..
' : C.. L'fi~ ; . M-i- ~~y~ g{~ ,^Cy 7~tt'A. " v ~~1G;~~~r~.:)~ . a= ~ti ,4, i~.j ~~~'1'1 t
.y + r' i.l? , :e+ + i~' _ . • 1 , 4."F , .,r'~, • _ , t C .i ~i. ,~A'~~ ~ i , . r~,: n'ri' ; . ~ . ; ,L,.
. aea`.`~u -~z 1,r- c, _ ~ ~ ~`r@~~ti'~'t G4 ' . . 4,1w'`'`.1L~~ 'P .
{;~r' y~. ± ~pU r ` . ~ ~ ' ~ t~ Ty. M S . . `~j ~ , t t J7
F41`~~t~~ y '4 ~v<'S ~t~li'. O 1':`1:v~~.n~l~i¢'~j~ ~v~ ~A~glfj,'~,~J~~~..~~~y~~~ ti~ L ~;?t,i CpO~IV~^`-'i~,. ~4'~ ~~r y~~.ti.
.~Y ~ n,'i~,~ t~ .+~'tG~ l'~" p p ~l ~.t , Q r V . - v-~ ` p r
.~~~1• . ~~,~„r ~ ~ 'c~. 5'~~ : .x j•' . . ~.~d~~ • MOi~~, ± , y. , ~?N,, ~ ,~'r;Ci `:1~~ ~~;`~y ,"L
~ ; r S Y~. 1
; ~ 4~~~~~t~ gY~•, ,a~ • ..'fi" ~ -.S„', r'.. ~ ~ t~~~~'~~ • p,;`r` ~a~K;, y.1 .'ry\
, ' 4; ? ` , ~ti . , a ~ , .
, ~ ~I~ O C~ .~~i..+f=::' ,~1~ T•a ~ ,~Y„ .~oininA~ . ~(.~.w.'~)~ ~•t ~:~•a,y,~ t~~`~~.~t'~ .1. +~l~~yu~rt~~ ~s
~•5`^~ 'c ^r'»`r"r+JM ~ ~ ~3 ~y~~~', . . ~l~ ,~tt'~~ ~ ~i~~~j + r'~'r~ okane,~`: ' Z' ~~Z} ..~U:yl.!J,•
~t•~.,~'~;;i11'( t' `a\'.' 'ti. ,~l'.~,A y„'A pvMV~ ~~:,}p~w' :r .o~ 'Y•~'~'}~I c ~~t~.~~~pryRJ~'~.~ c1r,~ ~..L:~`tj:~+~'t.~.L"~'•~ :Y ~+5~r.,~~i
' r /Cr~ L~ Q}► pj~l \G~v 'r -5 -1 ~4 lf~f ~t~ Ol~~. Vcsa 'i)`~, :r ~ ~'~~'4' ~ ' -.~-';,~n:1.'~'.- °t
t ~ '~0;~ ~ V rz r,~'^k ~ _w t'FIRSTG t • . •.d1`'t;° f~'~,a i~i' eL~ ~~n~S~~~'..._.~.... J ,~v~,~ 'y~ . .
y,a 'i,~~1 e~~~~. ~k'~l~y`~~~.h v~kp ~i. 1~~~ ~p117'~i.K , ~ -i. Y~ : ~ y *.f ~ ~54~.~;4u ~Z'A t -~'p~~sf•~~Jl.l'•~~~~ ~~v`~,`f' a~{ `~'i~4~+
i1' ~ ' ,L: ' `.i ~x` '~.~++~L+rw. na~~t;` r ~ri' ~ *'.1ti',.~w~~ s~f_ ~ t ~ J •,r .r ~ -
'Tf P ~.b~ ~ , ti~'~ '
~ '~'t ~Q M ~L~ , i r' r•;.x'ss C~1~ r_.'s~'ti'~. ~ v. 't' d7J~+ ~ '1!. . ~ -'=w''• ~ ` ~ t~.~ :
s=.., Y°• ~ ~ : ;i, ' '~'3 v~. z t~- .a,; ~
t ; ~ .1 ''.~y~ ° ~,r. ~~S~ji~ „ ~-.,-1•..`` _1•. ~i~ -4~:'k'_"•, `41.: S ; ~ f o' . . •r r . ,a` '
. ~ i~~~ ~ ~ .4 o x'~" Y A", 4.r . t' : t~e., .l ~ ~~-zr~.. ~ ~~a
' ~y ~ ~'n~~ t~iis=~~Y•~, , a,,,~;~:,~.,'~-,.~~t ~ _t r,.to,~aet Qr:,.~;.~~~.~~~~"-> ~~',~-~'~.f
,1 ~y~' 'Q~~,~ ~ ik : ' . ' , y t~~~C~r.'... ~ a , - ~F`~ . ~ ~ r ? ~ ' ~ I' ~eriu ~ . ~,o t . .b,F~i ti( :'~~~`',N';.;,-~ e..4 +
~ti ,~r' , T, ~ , ~ ' :n.-'~~ .i` i•J.'..~':. y ~d.t,l.y'~o~1i'-+ ~ {.+4~tt3;%r.ts `fi
. o'r►` ~ . : ' Y oiae ~ j C. 4 ' ~ F'
, s,~ h~ ~ r, ..i~t 1 . i ~ ~ , a~~ e~ , . ~A~ dit.sa r.~:, . s'~,;s'ti,.;:~ `ti7~ri`j ~~.1t#~~5' ~ 1~„~.•„~.j
.J h1, ~,t z'1~~ ~ ~r"'> . ~V rii ~J,~~Y _r ~t,, ~ . rs~ ~~~i t"~;; , ~"Y L c~ r'
`i~'~y~.~y,`~;;;1'R. ±.•j ~ ~x.f+. •,LerQ+'V~ •8u~ O;.R.u~ . . h~4~S~~ " L~'~+~,X.~fMt1„~~'q~,/~R$~i "•14".~~~'.,yi;~~`~lr;~i.y~~~tc"~~r.~,~,,.~+~
r . 1,~ „ ' ~ ~~,r~:'~. Ll P , " ; ~9;;~ .r" ~ ~it.[l W~ t t ~ r.'~ ~--<<,. t~!~.ct ~ a
~ ~ ; e ~ • y yf. ''7" N.~' '1 - ` 1
.1..~, ~ ~'~~ay~ i"~,~, ~ a ~OMt •~~r~y» . ,~{i~(~,!• MT~ ~ ~ i~ ~~:\,4~i:~,~L
~i' j, ~ ~ '„Y p w,>>~r~~~ . ,`},!f ~'e' ~.T:` x r~~~..,~~_~ e ~.,;i~f4 _..~~i' ~~,tx'w .~v:"itr'~ yr .2~:~, ~ , ~;y':
,s~ `tt rr~ . i . ~M , ' ~.A~ 1j.•,A:~y-`.~ f4~~pGd ,yr..~' .`~i.Q`y L f il~' S~•
I Y~S I' C~ ~1~~ ~ 1 I
V ,4,- : ~ ~ C,~ _.~e. w,~nn ~l ~ j_:,r~.-~4.:.~--.,~ M ~r be~;rot b, K~,~: r~ : ~ ,,~`~;;?,'~~.:ti,
Y' , L . y` * n* r' t.. ~.y.i~ ~~~;"s ~1y~ /~'+~Qi~• r~ i~~r:K'' .~Z;)j`sp "!~~Ia ,r,4~
~~~~.,~~r`~~_~c ` ~t ~{r~`8~. a~ -t ~av'+;""=v,-s:~` (~'~L1A~VM ~ra 11~ :r~•ya~:{ ~,.+V~j°•'+~;i r.`yI~Y.K~'~ :~~,~~'tS',:
2, •'r 1 dt~ ~ ~ . ~ , ; . 'I., :..1y:~~L-'-,-.'"'""'•r-~'e ♦ .•r~y ' ~ r' 1 e. j j ~ v~ '~Ia .^4-~ ti% TA4,~,`{`~:),~:i~ RF~'}5~ ~ C~' r+ ~~t
' ~ :--w i + j. ~1.` • . `!)~~1'tz ~Y,ri,4~ia--~\ M" ~ ■`y~- . 1; ~ t r. rw~i.' i,..e 'j . `j : ~1%~i~t1
y ~ ~n,. w . _ ~ V ~g Y;~i'~"I','~l ~ `y~t , .i:~' ya l'_ f Fi , ~ "~1 1 !i K "..~a--'`_..----."
+y ` 1 j~" '.Y ~ F ~ v, s,/:,1r~ t,r ff,.' ti 4
~ ~ ` , N ° r f. t.,~ ~ > r . pti ' j~~it ti`
~ i M . v: • ' r ~ ~ s. ~t r . ~ , ~
r,,~ ~r~,h• , `'a `Y - • ~`+t:~y'vS y~• l~r _ i ,~,ir.,9~,~ Y`, . .}'l,c~'~f~~ i,, `~jtit~..i 2~ iw~~~::~ ~:~',7i31t.--n.lt~t.'~sc ,•.`"'~+4~i' 'i~3.il~:y'1
,esi.. , Y~ g~BmBn~~_~ ~<~Sf' r.j°"., - .i3: ^.~~~a ,S Jy},} ( ~ ru t ti ' .~,~..,~rt ~ 5~~,°~~ttitl- ~~~0 l~a~;~.,R ti,
.-i' 1'~ '.L-y~! l . 't. v~, ~'~.i at~1 )
~i.i ~ t~t ~ . . -~Ai . _j. ~ : - •c' ~ 'CN .,~`;,`L`. ~?.c....:.-. ;;.;~:-.i..~- ''i'~' G ',Lt'~'~ , ~ u f,
,~~y.J. ,t~ t ~ ,ie.~ ~,tih .5..,~r. „L ;y~? ~i`:a:..~1~.= ti- :•~`?.X`~ ,1.~2~.i, .,~1, ,.r ~"'w:5~+,";~~'`w !~~,~''j;:,, ~,~;1,-r';`* ~sr ~
t f .a ,a, ~ , ' . : , A ~.r; '^i.,, ` a~~g . .
~ ~~.,d.c •r,,`~' ~,d; ,~.r-~.J»_. _a wiv,.(`'.'`,C~`i~.L\~ l1 .r'~ i~~IT'w:V+n~ -~fi~: t ~+.~.~4 t"
' -a'~~! 'r~ ,ya. _ •N . ."'~~.a...];.:`.~_ ~'~t^ ~ - 1'•ac~~.'q~~~;~~i G~~.r4h - i''; r :~i~.tr h ~ ~j.~?7ro~ . <<~
~t. S' Ze •'.t,.' ^ 2k"' ~.'v` ' ^ 'o~. ~`:ti: ~ .`l k ~ ~ ~ ~ 'Z i H.
~ Ip r,~ ~ • ~d' _ ".5.~' : r ~ ~ ~~..4 > ~ '.°~y y L Y ~ i o' ~ . ~ 4'':. i,'-+Ll ~r ,1 . ` rt'r , ti., ti . Q!,~?~!`Ij,
~2''~ _ c.' . ;'b`'"ti 1tt~ ~1` „~1 Va,~. . -t' - ri: i •1~~~~~4,.~ .l•1' t'.~~` lti Z ^'F ~,a~.u~ 'r,,. ' .
~a~ ~.+w. 7!. ~ ' J ' .,r~ ~ ~f~~ t ~~1: , y ` ~ ♦~rr s ~r`' ~ 1~ r`e4 .r.~,~_ i..~~, ~i.P,.•~\~~ .~~'~5~~.,TF " ~+j~ . Qi ~ ~
t.lt` ~ - '0 1rA ' i ~ _ ,'Y fc" , ' i, ~ ~ ~ • : I ~ , ~.~i 1 a~': ~ i t
~~yv~ ~ ~ r^ , f, . `i t • ~ • j,; ~7{i . , Ti~`A~, ~l S ' ~ i ~..SL . - x,~ ~ ~ " 4• ~ f~''ii ^`l"rt; _ Z ),y~~ p,
M~' ai, 1,t~ t•~,e~ ~T. ~a~~ Dl~yv~~:^~,t. ' ~,i' ~.i'. '~i ~ 3,{ ;e.E~~ `~~.;f'1;•'f`D'E;'Yk `•~a'~~ ,t2ti~ll~'-S~~~fiptf*~ ;~~~i.N~{~~~4' r'~.~i
.c,~, ' '`L'~ t>'~' ~s: i~:.J i~ ~ ~°i, r..2 e'~A 4n Z ~'r~ {~''~'~i ~ 4'~f1 r ''f F t^ b
~y,~ if,'t i~. ' 1• e ~ .^,~c,,..~ `}S;}^ ~r` t ' .t y . 'j•','. ,{i' , _j„~~?'~S ~~5.~ rJ 'iIl" t
; r, n' : r, ?k . , ~ 1• , ;y ~v r a;~ ~ . ~ 'a. vz-,' . i+ i~',b ~i~
{m. .4 i'. ~t : t• ~ i. lr a~ t~,, F.b" e,,^Z ti.' 1 µ`,.t• l~ ~ ~y cf Y~
+ " . ` ~ `e ~ d J ~ t~'t, ;P. • •L ` ? ~ p . , r~y y r~v.:°.~ a 's i `
fy., ~..i :yt~.~~, r e~~ i _ ,rf~ ~ .J „w ~'1'~~ - ~ct~`l. ,4~. ~~?-±'~-'F' . a'X i! Si dY ~~„!jy'-~',~ ~Y:.~,nl~ry~
i. ;~y<, , , =r. • , j ~~,:.a,: f ~',,:.,-:,R..:•' ,L, ~r'. ~ • ~l' Y . d, i
. , , ' _ t, '~i- '~to~ xtt•~ ,~r~~
. ~ ~ i , . . . t .:;5 ~;cl ~ ~ Sic ~ • yro^t~.~~ ~ i ~ ~ .6, ' ~ Lti:a~'~'i~ ; L^17~y}~' r'.~~ ~d Y . ..-r ~.v~~~ ' ~ 1 •.t ~~1;``isc~,,,°j'~ i~~/:~
~ ,I , , i ' , f „I` ~ : ~ P[` r ~ . • , ~ ~ Y S , ,,j'!,•:~, ~.3,~,1~
~ . ^ s~' . ~ VY , ; r ~`i l•', .i ~ t~F ! ♦1' 1 ~ '''f~ a ' r 1 ♦ : kvo-~
. L 1.~ ~ r ' i~'a: C' ~i K' ~ ~ ',A ~,J" ~y' 9i -!i p~ ~~n
~•IS r~ i ,~t'A• 44 ~ rtr.~~.~ `1,~;5~~' ,lt.^ n.pf.~'k~ ~ pA•1)~~v e,~~~~ •y~3i,.rAi"1~ L,~,•~i•}~~r+~•`'~ ~l" .s~p.:~.f;•Cri.1?v,t.~y,,y~'~j3~y~~ ~~;.1~.!1~ Y,~~~t~~~d"F.
a~ Y~'~ li n~l { ~ ~.~r`1 i '4 +2~', C +•Jr4`, ~y~~ti~ etn •+'I •:~4~?• ya.,~ Y .r .~i 7~' i~ tY~ «tJ°G`Q.e't.Y•j.•S•'~'.~'4T" ~ f~,'S`d1Y(~•~~j'"y'li~ ~ )
1'!, r,r , t ` • ~,;r,~ ~'ti,~ , .r~ ' ~:1 ~ t~ y i•1'~ rirl ,~•~tZ7t ~f,r'A: ' f ~n~ ~ t~:'!j '~~J:wF~ 1.''Y'~,~~"~
r~ ,,:~1` ;+.\$t~ ~,S.k. fa..~ ,.r~,'' ~ •,q~ 'c.'•r " ;rF"~ L~1`~~{'a ~ `.1,~~ ' ~ - '1 y',i~4,: ~
' ~ ~ 1 , ~ . .}+~z ~1 -,6 S •,.'Y ~4 o Y:~' : ti ~s t. y S, . ~^ty ^ ~i~ ~ ~~r-
' ~ ~i~ ti . .,i''~'„1 k ,5,..: 1 `~`..y ~ ,r ~ ' 11.~~~ $.'t• yi• ~Y .','~n y ~ r d~~ itiSr,
`ti~ ' ' ` y ~ , ; ;c ` ~l.t ~~~Z~{ y, n~.~~v, ~,w .`t;. yt~`';~`"~ii,•4~`k•~ IS','
~ ,t~ { `yr~ ~r~~•' . " ,t, „ •y,` . . y r ~ < 1,,' -'t C - ~ ~ ~ aw ti ~`y
`tV :_~13., rt `t, 'cyC'• ~ , `t,alti~;?''. .r~~~, h~.1.~_ 5~~,,, Y~` p.+,:~„tit*~~ ~ ,l- ."i"r
" ~ , c: . 1 , r ri - ' . ~ r ~ . t 4 w 1 ~'s ; s } ' ~ i ~ 1M i - • ~ ~ ~ r & G~. ~.,..y i7 2 .~~thu j ~ d
' , ti~ y.~',. ~ 1 ~ t; \ ' ` ~c . ' , ~ ' !'r'G~ sl. ty~~, '.~t,`'s~'r3 Y' t . ~~~•a' 'i"';~,~Nr a~a' ,i $'r • j.
g `{i ,~;r' i ..d . ~ ' ;'r,;, . r, : „ r Y'"` ',-1~~~~,+Y. :~~'SS t ; .i.~ ~1' ~Ys•, 1`~ ' 1 PS~*' lt~"~~3'
/ l~i., a.>~~1r~~~ Fwa• '~Y•~' ♦ 47`•~~♦ . j~~~J, ' ~c~~. r,' ,~:/y~~iyL~ ryLtf ~~`lil.l~r 1.
,,P, • . ~ . ` r, ~ , ~ h, ,t r L~ 'r'~~ ~2~;''~" ~ ti%~ ~.J 4+/'V < ~"~'~~,e.c.~ ~
~ SPS ; ~ : ~ r s.. , y'~ ' • ' ~.~t:l, r2~~~:.'_~ 1" ~f-` •t~~'f, _
~e~ Y~ ' t, .PY-SJ'•Y~<'•'.F ~t~~,~ °•1`~~~.• ~ ~'<'~';.,,;.'r t~'ti~ i~ ~hiT , ~ ~ '
~ ~`.~S• , S~~ ~ ~ ~ ~ - 4':~.?~9r~ `~v ~~~t ~~'z.~ .t ~ •.U ~.~1~,•~ y's~^"-' ~ r-+ . , _
;l i~ ~ ~',r?'.ti~C4~. e~"~ lAh..t;S.•~.^~1',y~ i *y,t',''l~< f✓"
' ~ ~ ,v• • ~ ' ' t • h ^V,~~~'~y ~ , r
'4; '4:~ t$_,~.N~',"'
ir~y.~l~~ , i'~ i~ 7''~1•~~o~`i,n~~••~ s~~:. T...•a~' ,.Y - _ n. "
~1 - .r '~~~:c, ' ~ . - -
y n'
"
. T. _ y i,;;
j . i d~~? ' ;
~ I 11 ".ta ; , ' ' ,r I y•~~"C~
j , " ' - ' > . '2. r Fr``i'~,{`." t, ~'4-. ,~~e,
. t • ' i. i, , y , 11~, •_1 " . L , f ~ ,
. " r . ,i . , ra -
y
Y t ,~,yi . r', . . ' . ' , ~
, . , , t ~ =R- , i~ s. 11 r.. ~ _ ~.,~1 ~ a N. ` . ~ „c4„ S ~ , ~ ~ :
Q1 ; ^ n!
^ Y I:y~+`,t r`, 4 " , hK~~ ~ i~ , • '
' y C , ,.yQ C. 1, , , M{v1 r~~,`, •t~ • ' •.,~r ~n
y . ~ «,~;r •1`".hT~ . •+,4 r. , tlWµ-+ vf • DY.~r •~fl~/~ ~ .
t; ! X~~ .Y 'C ^ -0 y, .~t.`` , , , ~ i~. I ~ ~ , tM` t /iv^~ti ~ ' ~ , ~4+.~.
~ " ~;~lX, ~ r+~ a~.~\ai?r~3 j' ~i13; a l.? -}.v 4.i~.' y, ~ r4 ~ ~ Y~, ' tS, .1 ~ 's 'I ~ ~~;'~Yl• C • ~i, --A~ J ' ,
•},~,,~t j~f~{11 a~ 1 ? ~i•~~ Y'~'S: ; . , ~~'.l~a• ~ . 1, b • > i. ~a~Jt~„ ~`4; ` '(J , .y
~•l~ fY~7~ ° ,.2 ~'l~K~t;~f, :1~,~ ~ ~ . rve ~~?,F~ L . ,,I t iai , ~ ~ ier~ ` ~ ~ ~ I ° 4~' ~ 1.,4 Y ~ c~ ~ ' ' `I ~ ; ; V Y ^ ' ' li `T-~~ . f ~ t ~ ~s ~
' y+'L .,''j~~ 4'i~i -rvf-'efl,.' ~ty ~:'~?{L'4~yC~~'~:"y,~ ~ ~ _ c.~~ i . r`.~ p'1' ~i Z _ .1r~y , r ,e~ ~ Ci`.;'~ ,
t jYa+ ~ ~ ~'Si'.iV`t~ r , 9 % ~ ~''t, r ~ ;i ,ti . . ` , :~c' .
! ` . ,,~y !'4.,,.`~'4ti - : ~ : , , ^A~~., . ' , v.. ! . , I , _ '~4~~~~ = _~S` ' `~'l~i'.~ t
.'t ` ~„ti?{, e~.;~~.,`~~y,'jt A~ `}st , 4 , - ~t" . ~.4' , ~.'.tiy 1" - ~,j~\. 'q• 4~ < ' .r
~sa. f 'i '~*,`k+t;;=~:~`' l•~ii;. ?a.i. a e'-• i,} ~~1 ' ~ x% . i~';).~ " ~,~t" ..1" '
~ y . - y / - , J, '•y ~ i. ~•1 '~~T•>~ ~ r ~ t
. .
;J~i L 1• ~ ~',%a;''" r ~ .;'F~,~ ;~•.2:': yY:~ ','`i i 4 , '1 ;a N , k; ':1 'f: , + 8~ 'f orr~p --e
:~~~Tf`°, ..dr•``.~.~ "t,:°`i~,~.• -ti;;~ ' ♦ •~'''a .~ZC~::' ..a~~,*~',p'r=',.r - ~y,` .i, `M48e~ tr 1 . , n t , 3 +"'~ld.I! ' ~.~~~i
1 , '4-\; . . „r\ti, ~ -^,t~ ^ ;~^~ty .+'a~'`41t,~ n~: _ . . ~ ~~w ,~y4 ~,r' , t y ~ . ' ,1
~ `u l`{ ~ .P.": 'y I ' v ~i• • r i. ~ t • .•'•~V ~2 5~ ~ ? Y.
;S^ ti ,
, ~,,'be.~n° ~~,a
: j~~ 3 A:~~~ - •.~..~y4 4~I E ~~j„"s Wi~.l ~~`Y:~~>~~ ~ ~y~< ~y <,r~a~
l ,;%~r k+,;i t~` } r',~~ .7+t. ~-R .hfl1.` •'.C..-.,~j.~ . ^M~V~~. • ti"' '`"t { •1;
5; ~4A ~ ~`f' ' 1:•=,'~., 4: ~ ~ . M • • va.+ V : .,e 4'. ' ' ` ~ ~v .c , . + .
N'`', t
1 ~o 'N'Ly. }:•i Aj.ie a ~ ~ ` i ~ be ; f a aC~ • 4.w . ' S •~uQ~ , h.~ ~r,~ , ~ a':3+~1, I° s~, ,
t,r ; y'.CC;,urt'; ; k,. , ~ ;~,-o~iefi, , _ r,..,;ti ~ gut~~,, ` ~ . ~,~y,
F5'j~.)yy' ~9~.~.'{ ~r'J ,,,,LF 1L~~~ U~~ •ti~t~Jlti`~~~~ ~i~ i~ y~~' ~ v. O~S~~.f.?~&~sO`i,, ( fi~ .A.~•~ ' M.~:,~~:~~~!c`1• `v`~n~~'~S ~5~.+`,~1ia`~F'~i,', '
L~t~ ; `':~~i`' :t; '•C~."~~ ~ ~P~"✓ ` 7f ' ~ Y~ r'~,•Ci•„ +n \ ~ \4"~~ ~ ti '``'t~ ,
1 0. 1- •'~I.K,Y.1 ~~J J ~ ~ ~ R~ i~ ~ 'l^ - ^ •r~ Y~ ~ 1 ?n ~ ` ` ' i►0 e ~,4: ~":1' `i:
~r.` `:'ba~s'tO, ~ -
p, yia~agtata;,in~;~~.: ; ~,~1"` ,ia~„b4,~..t~.~~~.~;' ` ! k, qt.~
„t,A~~.ub- ~y~ -~Yti,,• ~ ~.l~.},`~4 ~ `1 , ,1 1^, , ~ d.~~~~Z,~~ ^v ~ i''~! Lt ~A ' Q6,, ~ `ii4. : ~~•i L : , , ~G.~ . 1,~~~ ti: , ' +i`t,'^ , :1'`~ • • ,
' ~ , .
se ~ v ^ d,=.da8
~~r` ~ - . . , .ls~:~;g , ' ~
,~,~Q.~,Y;;B .d ~ tio.;: "'t~'°"~ .t i 8~,~3,Ori~:BYt c~,1'<.•~ , A•.'`.~,~~de~.' , ~ \ . . `
qV +
. c'~~ 4~` :0.~' ~{.~+_~w" i`~ ~~Y ~.i, , ~ y','~" ~ ~''nt, 't'~ ~ ' ~ ~ - Qi ~ ~ ' ~P' :T . ~ 'I ' ` ~ ~ a ~~~~G~
_ , e ~ , . , r~~~ ~ ~ ~ } idoa`,g. . ._t ~ : ,1~, :
~o~~`, 1 J ~ t , ~ yy. vl ~ ~ 1 `..7,\ ~ t ...ii I . r ~•i. • c ^ ti4;
L 4,, ~ . < ,.b, .:i~',b , , a,:~ ~ is 'Px° ~ , - ~te
~ k~l'~ . ~i ~.t.'lpi i E . < ".r'- a? 4. . ,1,~ .
.a., . . , ;r ,">Cpti17GCi' ,F~-t . , . ~1 gg ~ • ,t, ~ ~;:pY , ` , ,a .
4,~±~ .\in' x..5'i~ ?"k'O~r 1` ~'`n~ ~ ~}Fe.~' - ♦ 1' /~~'~i :y-~..,- - • ~-l` + . ♦ ~ ~ y` ~~~M,`~O C~' ~ v+ r I . • , ";'<<i'.w~K
~ 4i~ \'f~ y~e M~w~~ N. ~ ff G . ~ ; _ ,
•`;l`'';~`
1`.~;~"1. '~,*•YM~!.ji~~ „ ~ .,~~~'`.',,S~~ \e'k_~Ys ¢S ~.t8 ' ~ C ~ Y r ~ ~ \ ,~F •8Ol~~ ' • ~`u.
,1.x: ti'" ~3 ~ `+I..,:G~'L~8 ;~~tt~ a.l : ~t :n r ~`R~8 ~\'1~~ i'^~~~ ~ 04 %t ~ C O~„`a1 ~ ei~ 'V . ` •
+e^, .-3~ r ' \ r t` ~ ♦ ~ ♦ ~ i~t ~`rq. ± W ,v ~ •I . A : : .t .ti Vutd i 14 ` \ 1 ~ - a . y.
~ } b•~ ~ l<I ~ il.. ,t`ri" Y`l 1 l'~iS '6~~W~e~i~ n P~ . V . ~1'n • ` ^ -~8a~ 11t1 ~ " - ~X 0~~~ ~L, t
{ 'b .~t~ ;ti, , \h-.vf + ` ' w,FS~,~M , i . \ ~ ♦MiS~ , ~ `r ~'.N, t' ~ 1~ ~~~`~U ~ ~1a,;yq.a~ i>,.
ti~ ~ g, ~ie~~ . , . „ ti ~nvV ~ vl~ ~ I.~~ r` ~ ~ , ~ a 8~j ~ 'y z . ~ ~5 ~4 ,
, `
~ ~ 1~ '~-1~, . _ L~ t' l' v ~Qy~ " ~ a 4 , - -
> •F~ ~ti, . ~ l N"e a,• •0 (1Ka ~V7~•_ . ~ ' ~ 1R~~ ~ , ~S~
+ " ; ~ v_ p j _ ,
bc4~ ~1` ~ a T:~~ c.~"l , 4 '~`"'Jv.~n Vt'- ~ ,~~V~„_._~~°:"~ . ~ d ~ ~ a.'~~ , l , ~v,w `^`~~,',,i
v ~ ~ . ~ ~ i"',' z~ ~1~g~te. Y~:: 4~, , . ~;~y. . ~ , k,,,~ n~,, ~ ~~6S ~ . 4, -z: F ~ , r. : o y,►~ ,a .I .
f
I
~ r ' ZA.u, - a": ~ " s •o. ; i"'y~~,.s~it;, ~ ~ f' ` ~1y t t,, t . , t Z« ; ' ~ ~ 1 ~ ' , ,
, t.,,,a,.r t"". ..~~«,7,`li.. •~~,.~C d,~ \ L , j'". A f~ V'',\~Qlf:` ~~~gt~ ` ~~atQ~~~;...,t 7 ~~,T 6 " t,+~v` , ~~,1~
, `%a,~,s4~`. r " ~ . , { F ` ` s hi; • ytf?~, t~.~ „ . • , v Q ~ . ~ , ~ . ; . v; , ~ 'e:. `
„ ,.~h t~' ~.t tle~e 8;s: , . x ~'~tt~: ~ ejrr-_ A?~, , " , t~i'~g,.~ 'L1~~: , . . ri..ri..
s ,*~~.4 . ;l \ ~ ,p,1 fw~yyry ~ yv.rt' ''~C ♦ „ + ~ ~ 1 < ~ ~ i t!. , • tA•,
~ ~j:`w~ h~}~.t~ .~~,Va,`-,,. ~L ~ r,, wt.; S~~?.f'd G~;;~, ws> ~ , oy6h - _ , ` ~ ~ e, - H:, ,
„ +"3..c' r, ;~4.~ . t• . . ! ' rQ~'ev . ~t• ~ ~b , ~4`Tf`"L'~,c L ~ ` Y ~ ~ x
, r :.,~:V~~~ ,.a ; ~~~r , ~~h ~ ~;pF ~~,:~t~. ~w~~, ,~ae~tt~~` * ' ' y:~; ,,~•i' . L' . ` ~ .~p y
~ ~ , ~ Q~~ , o~ ~ _ ~ate , o;`i~y~,, ~ . ~ ~ ~ , ~,-r►,~;X:,," e ~ . ~ Y~ , > ~ • ~ ~ ' w ~
p ' ~i f 1 _ 1 ~ F, , t . Y ~,..~,t^Y t . .•5,
1_. B, ~ ~ . v' y ~ a ~ .,j. '1',. (`.~s t, ' a~ 4 ♦ #.i~~' ~ i.
1. A , , • i,t t 1 t ~ a~' , a'i, i .iJ 4 : ' Yb i\'; \*4~.~, ~ rv. V. ~~p4 ~{~•9 % • a
~ f ` r « .Y r'a, y`~a `4 S.~ ~ ~l , #~t~~ -y - y`~ i ~88~r y . ' . ~
a?. 1~1,.*` t~- ~ (~`~j.: ,jS~M~4o~ ~ ~.110,~ 1 iN~"4, ' " ; \d 1= •t
~4 •`~~r...~_ + . ~ `.~~ya~~ 4_j. _ a ~~:7.~~ ~ ~;Z<..'•. t,~~OA~. .opo ti, ~~a~ h g. ~ > 'p Y'} ~ ~ w,~4 . 1~,~ ~ i ~ }~ft ~a
~t `'~J;;'~ - 'Q ~i ` ~ ° . . ~ ' ~ ~ p~y : ,l.
1N`: ~ ? , .:v~-^ A~ ~ .y'-F"+i ' ~ '~y y ~ ~~i' ~ ~ r r~y~ O • ~ t ~ cx.i •U.~?. ~
' ~ ~Fr,~~ ,`„~r; ;.i " ~ ° y ~~y'~Y w-~ E,~e~ t ~
;~W1~ ~+~h. s 3 'e ~5'~ 7 r* a^-h *`:c~ 'z''~:'D1 ;i~ ;
` ~ ~ 3,. , v,y~,t ~~ti".,r •hvti'{^JYeyy, ..`s;" . `,i. ' ~
bP _ iy- "'~':`CY'xu.ti~6_;; ,p~ r `~C~~'~i ,%~N • - ~b, ,e J~~; ri..
``p ~iti ~ ,
i ~i : ~ ~;r``~' ~ A; ..,-v , .i ~p.j'~ V ist .i `
e ' ~ . ti . 7. \ C~ : :Y„ I, c ~ ~ y~y S lYj i r` . 1 " ~ ~'l ^ . ~ I1 . ' ~ ;t`' ~ • ` . , o'. ~t ' 'A,
1 ~,C~r~ ti. ~,r' , ~.`0 - ,}4` y►~,~•• ~~',w , t ,t' ;n Q~,+~?.`,~~~ , i ~ . ~Skt`v~v.a.ti
i'f:4'1 ` ~ }1' S!' 1: . t''.•~` " ~ ~ { ' , 'lti~~ , ' ~'`i ,~i~~'4r±`._- 4<J .':ti " ` ~ ~ + ~i~ ' , ' ~
',lr < , ~.`~~'.b!!`,~. * ~~"~e~~'~' •~,~'t-1~t` ~•~Y~' N
l~' i ! r , ' ~ 't % . ~ 'rr ~ ' ~ ti
, , t ~ ~ , y. y` ~ i, ` * c4 5 1~ h..
~ , d' a ~ ~ J~
r ti`~ ~i` '9 ~;l l~r ~5~ ~'15' t ; ~ pv~•~~ !,l t ~h N,♦~ O~ f c•, 1,,M-^ ; ' ~ ' Y r. y, c' Y' ."~a7~ Y ~ ~ ,V .t 11 • 'J~ I t' : J.
~ .u`' . ~ +iZ~ W~Y , n 1 S' C' Q' _ a.; • C
v ~.'~y.•:~;~;~p„~j,• '~.'t i~~E~FC>i Ra:•. r va i
±%f&~~.,~•~~i~r R ...~Y,~..~}y41~. ~ r't ~"u~~x~• ,\~jt~~l ~t,.ta< `•~!~it~'~,~..4t~ '1~ ^
.r,'a.~ _A•t ~„t` l s ' ' ,'.~:.1 tarri I.~ , j•`.~, ^l \~i,` l , ~ 1~' y jtitidli `1':a✓6 Y .~.i ~d~` ~ j ; ~
F ~,r '•C. 1i. `tp,. i ~ '4`§ -
. ~
_
, 1~ . ~ ' Y 9 ~'U, - ` ' ~y.' 5'1.';,' ,1 d ,y. , •
! r Y 1.~. : '
t 't~i' ' ~t' F,* ~ ~ 1 x '>~,t{~ • ;~1 h4 4i`_ ~ l\ ; ' ' '`L,.' , ~,4 i ~y'• , ~ , "
~ Y V~ . v ~ ,1 ~~y
.F~h,~ . ; „ , ~ V~~.;~ • C :
r~~^i~` ' ~.~t '~74t 9~s8~" ~ "~`.i, `~1'~ i , , •4i(^ C -1' ~ t~ y 11 • ' . '•9 ` 'M . ` ~ t~ • ~x: , i
' + I . ^ ` ~ ~ ~ . , ' ,
, - I+; .
~ , ,
'A "1~ t ~>Y•~ y,~~ ~ ~ ~ ; 1 ' ~ kA~''~~` ~ ' j • o" ~ 9 `'~Y'.y >r. ~,ir ' . . ~ '1•.1 ' r
?4 ' • ,;c y~ 'k ~t` J~} ,e n - ~\~~S'. ~4 5 ~ ~,(~f ,Z 1' ~ ' ' ; ~ , ' i, e .,/N3.. _ f )
~ ,R < %'ir-<1'•;y~y-.y ~j} ~'~'~9 ,-,~'$J~~`~~' ~ , • ~•t' -~fC r„°- ~.'t~L` 1:~~+ '7 ~+<1'•~4G,.ti~~G.`i„1 1
~ ~ . ~ . ~ " ~ . = , ~~ra.
k `y S~ . y~ Y'^',: iY. .~Q'~5 v~~':i ~ h'~ •~1 ~.ti,~ :.,a ~ ~ ' a . •4 c~ ~ i~,~. ~:T, i:~~, ~ 1 , YF1 ~ 1~• •
,~~~..~5^~ i ~~~~,~C~~ v~F-~ 'I' -p~"~' .e+ ~l`.~ ~ 4 p~~ , ,..~~~1 :4t ~ ~•of~i ' "i•~1. ~ ri ~ ^ti~'•~~ '~r°`v
~ 4, }t°~;;~r~ * t ~t ~f~~'y~~ -r. 1~~~~ !t'~~' 't _ `i.. , ~."~origieti~c!.,,~, ~`r~,+,' . 1`,~~~ id` :~v•
k, v •.,1 ~ i +,A t. : 'r~ ~ 'li% # r , , ° ' ~ ' r t. A y(~ ~ . d1 - ,`w ti•
{r.44~~(,',r4'.,~' .t~`f~'j4~.:....,.--3u~~~~.l,~R~4~y,:,~`Sk.t~d„~4 ~ h \ - .~~.t M~Q~ ~:aA,~ ~~•4.1`'"f•, l st Y`O~yi b~'l~~ << t a .i~, R t.p,'il~' qv
H,~~- ` w.~, ,"rR . `V., , - 4 {4i\~ 4~ ,i i j ~tr ~,i ,4:~ ~tl c - ~{~y' 'Y ~.n~Re~ j .11 , ~
. ,
1T •,'S1 4 t ~
~ .y c'~ , ~ K1 ,.v :t~ . ~ ~4~,'~.~" ~1,.+~M~gQM`~~~.A i i.titi . aay~~,[~ , . ~i~~e . 4,. , *0" ) r, • •
.r+ F`~+
• • ~A~'~ r o ~y"~"" Y ~ ^
~ YM`~`• 1 'tl, ~ t l i ' , ♦ " b~ r ~i V „~L, i 5 .v '~t, ~ ~ L~ . r~' p ` `r , ~
~M { rt'- ` t , I 'Lr" y'1;T: ~1 i ~ 'y ~ 1 Nas r~~ y alY: ~ y . . v `d``,t0. iA C t " * `t~~J~
:;~,Y~'~,9`;~<.,~~i;~`,~y p•; ,.i,}~ ~ V' ~A`": Y~ ~I ~aso 8t`v`; + " r ,kt" a i-"~' i.?~Q~r~g~.. 4 ti vG 'Yd3i.,,$t~`:• ' ~js
~ .:~i'' ~,v,-~,;,. ' ~ e ~ 1 ~~Vi~~+ ~ ; . ~~Q(~~~~,~ Q~~ r~ ° ;re~y:e , • Y :ti
~
~ 't `;,to; ~~Z~ _ . ~ ~ ~ ~ ubli .,~~c~ ~ ~~;t~ y~er~ u + s~: i ~ °
~t~~ a ti _
: \ :~G~rt t~ b .'T , '~k' ~ ~'•'u~$•'- °'M1 6. ~li►., C . ,o _ i'~"' 1~. " .
% , i~ ~ ~ ;p~,s~ , 4°, y~~ :s ~ , ~ . ~ ~ .
n a; e`~..e .a;:
,
1• '.,r:~,;~.' S: i .T ~~Vff r .7l ~`.,J^
, << _'4'~ 1~Y'QRIL ~p, y'~,.'L~ ~8en_ a. t r•ti ti t4, rir►~ ~QY~ L~ ~ . .
;P, , ry • ; ~ ~ , . ,1 . ; . ~'.:iY►:``rre' ,p, - _ '.ti, . . egCh,~ ol r , 11 , ~
; ..:t ~ . „ . ~ 1 6.~ g~~~n~~~ ~ , , ~ i-
~ ~ • 1' . ~Kr• .`w y• ~ e 0 of~ ~ , , ~ ' ;;~n::~ 1:` . ~ :
• ,
nc : , .
_ A' . ~ ~ ; ~
14 ~
~ .t - ' ; y'l} _ •-wy~w,. }r~, h a~ , L` ~
~T e ~ ~ t~.*'.4 ~ . ; ~ ~ ~Y,.i ' f. ~ Y' .
r'. . ' :g;" . .
t
~ 'f '',W~~~',`;+~s~~~/ ~ ~i~Y.,~: ,,1: :5~, d' {rh. M• _ ,,t 'x,~,C ,•c' .-t~~- t~t " t aI
a,tir.~ , . `y':;~.. ^Jk~t,„ • " ~~t,_••h:. A•'My~ ~ .~'nd i„ ~ ; . . I }~1'1`w ~~~s~•` ' " . ' :
I . ~ t. i.~1:~, .i , r~+..'t- r r^.' '4Jpy►~~`l`v . 'o~.• .~y~~~'~~,~~ i ~ j~~,, ',1. .J~ ~1~ ~ ' ~-~y ~
Y ; , "P :b;~ d` ~ ~ e : I. : ~
.T; ' :i`'+~=;~ c li r ~~'~t1 s. ' > , ~ ~ 9~~ n O ~ L •ettt; , ~:k, .t'~ iti;~At:',~ ~3' ar", * .v' y,`.,
} , i'S~4 `an y' ~t~ , °"'c%~.~ '..n~L a ',~h~as''W . , ~~t~~•~ ~~"l~• i.~y,'•1.`~.n~• .1•'
'J` ' v~'. :.ti i'~. "l.I I } A~. , . 'i : . ti1a ar ? " ~ V'~i.'<"•.:..+'l,''y ' I
~ ` r,. 1„ o ~'i 4` ~ R ~ ,w I ~ Qt. , p ~ 'Y`r, '
' 'i'~ ' ~ q, ~
,~o " ,
"~•~~S'~ ik+'. ' , ~Y.~~~~~1 , ~t - . ' - `4 ,1~ ,y- d`~ ' ~ .3 + ~ ~
. - • aub.~ ~ ` . ' . . ,L
I~ i~ ~ - ~ .,4~~~n'4'.~~~,'i~~`i~;tti ; • '`ti'ir^4^`,' " ^ ~ ,u- ti`\7~ Y ^~.~~ri~ • '
~ . . ~ ~ ~ r 1, " ♦ .Y\ Y.' 1 i~ 1 '1 1' r ~ , Ls~7.{-•t - .
.<;,ra~
' ~ f . ',f`',. • r^i3:'i~'„r.•5i ~'~:•"4N ~d. ` ~ , . i~,~' ` ~nQ ~ a•al:~, r~4 1 ' ` '.ti•;
` ''_t .
~ p , ; ' ~ y ' , ul~ ~ `i,
' , C ) t . , , ~ . '
.F - ;t
~ : tr ~'~r. ,i 1+,.~ ~.5. " ! i.'` ~ . 7, 1, . 'a+, ~c•,. 4 , 1 po . ~ 4 ~ } ' •~~.~.~'t, ~~t ~
; i,
t i~ ±i, ~ti . ~ ~t`/5, ~ t, ~~."4~~`1. , YR,. ^ . : . . A f~l f f-, i {e ~ M 6 I'I ~1 ` Jl' %4`~1:t N~l' . ',f t. I ~~F,J~` i,♦ 'fy__~l 'i. ,t.1',
, ~ ~ n' . ~ , ~~'~1~~. ~s ~Y', ,'Y ,'i. ~J~e '.ly~ti.i4}~• ~l.'Y.. .5~~ 'r ~,'1 I ' : ,'..~,y~'' n .~A'~~ '^,..~r.` ~jA:i:~~•. t~'1,^'Y~, . ~~`~;\%.tt ,
t:;,
t,. 'x. ~ ~`\t~s' ~P~'~~y~ av6;~ 11~%.=rti. .,c.fr~~l o. ~Ok~a~t"i'i~a , t I•~~ " _ N •r• ~„•1•~4;Y'i~A.)`rs ^i,"t~~.,, ~ i.~ •t,
~.4 ` ' T. , % i ~ t .~o\'r y! ' r ~ ~':•{~r' ~A~. `
1- ~
- ` ' i'. ~ .r ' J . Y ~ ~ ) • t..S~ ~
• f: , , ~ ~ ~ . ~J.;'~:~y"it: r~ -'~i , ;i ' ~ , ' ~
~,~..~fti' s
y ; ' ^~~F ,i + C ~i 1rr ~
.
, ~11 ; , ' ~ Q a`~n 1
~~•S . ~:{i. ~%~'~J`.~ ~ y • ' ~fK ; 4~ t. ~ ^ _•'`L 'rt~ Vi+ ~ c . '!~r}} ~•'h.»+'.•/,,
'Y ~A.~ .ti _ : ' it~s , _^~S , ~`i ~ - :`,a.\.~~ "G' :w , ~1 ~'r f, ~ ~~.~!,_F~~ ~i.+, ` i,-` ('.Y
~ - .'pV ~I t , ~7, , t•~ . , ~i'~.. .7' ~V ~.~.~.+p ~ i. ~
, ' .
' , ` „ ry , .r ~ . , - t a}vJ' ' =t,4 t' : ~ ~~'1-f~ 'i~ ` `11 ~J :ti
, i .
~.f„r . , ~t,~ ' a~,rli'' • Ji'-~~r~.:R• , . 1. ! .S `^s'., I r.'~ `~.~...X ~ ~7' °c'' k '3 : "r~.
. ' v ' . ' y~ `a" ' , *+;t~,' ~,T+., ..y,, ~ 11, 1'~~.,'.~ji r;~y, y~.,,:•'~,r~T* C.; . - ,;;~y
~ 14`Li' »nvj`'.,1 4 .•i•~ ~ ,t`1" . M ,>-!::..,Y~ ` "1.`, , T,'A- '-1 - ` • '3 ;~-c='at~'I, :,~°#ffi?':~M ^
1 1 " i ` .:'ii, '^Sj+'1K,i t..~?•,• 3
` Sc•~ - S V~ ' r r•
~ - , ~t t ' ' . ; !t' - ` ' ,a.`.\'.~ ,T; ~ • - y;;:ti~ ^ 1 " v:
"v{ , ~ 1` ~
' ' ! ` ' ~t.~ p~ ~•V ' `J. •i1.,r~ . ``~.'r• 9 . ~~r ~ ~ ti~o' 1.:`". i ~ '~i~•~ { ~ ~j~".~ y: y }#~.;.,~~2 `:~it~ ~.A 1~
1 ,y 1• , l^~ .~F ~ 11 y ~ 'Y'+t yf. ~ A'Y ' ~1 S: r.A~+`IC .1,~.i : ✓.n+~t
F 11 ~ •a .~;~Y'' y ' •.~Lt .o ~ J . ~:i'~ r^:= ; 1 :1ar ~ j
C~ ~E>t•~~;~ ~,~"~ri~~r ~.~t~~ i ~=~1i ~.t ' r~~ '~~y~' '1 `p+„f, c:f,~ • ~ •'w` . ti,.'t ~'L, yj" 1 i ~~'*''jt~..~} .rTv.`.' M.
' ; ~sa. i , k' , . ,r, ' .~~titi .'l:.o' ~ ~ y~Ly'1^ t~:~'~~!°~.• r,, 4 '_3=a.. a ~
~ r ~ 'J jt t~Y~,'.~., ~ ' Ir~...,~i~.~~1~ ,'f,,.y= ~..;ia~
'~;"~`a'~,.~,> -.r ~ ~,r~J A- ~ rti~, j .ti,{~~~"yk . 3."ti;~~„ f ~1` V .b`F1S'. 1*(. ~ .~.,;r_.~si r~ . I. ,~i i
y i ~1.~' e ~ a~ i t':, t
~Srt ~i0~ 11 t~ t 1`~1.~9." ~ i{K±yi ~+iGl y.:~'~ ~ k; ~ y.yYal`-:y 1~i~~ ~.~T~~~~~J^v.)C'~Mr mA.~;~ ~.,T~~""~ i~ ~.~i ~~.Pi~EA r ~I
,`1b y
~ 1 ry;` °~.r~ Y t 0~~ ~~..r~ ' . ~ i....'+' 1~ 'tifi.A-P• ~%a~ ~?{'Q~1'}~` ~r K;rr~r • y44' 1 ~ 'P ~iw ~~t
, ~1 ,.1 ,R•r . .r ..c .t~tr. ; ,p r ; y., t%~-~.L ~ 1 •r~; ~ ..y -i~:.,' ~ y .w ~F~f,j#:, i,1 ' v~i~I 'r.. ~y~ ~f~.~ ;M; ~
k'~ t r ' , . I,'~,.~'.~ . 'i o' i~. ` , r x. ~ ~FL~. . 4: 1'c'~',,i.'s. ' ' a' i .:t'r:,I h, .t
y
~ _;c~~~ .~~4„~~ ~j'1` v \~,;~~i ~<.f•~' 'i "r• I7,,F4,~ '~a~~f .,"~y.~,"o-j :w Y'~~`~'~^ ~~.ti'r..r~l~~t:4,+ ~=S ~~if~.~a~ 1~ :'S'~~.w~;~1~-: ~i
, ~ ~~y~lf 1`~~ •S-S~ .~~.~t~! ~'k``,.` • ihb~ ~s'l.~'f-n . ~t.~:.~ ..h« ~~.~L~~~ ~~rV;' ` 1/_ :~~i . " a. ' .Y~.
~t ` i ' ~ ' ~ s l `4 ~ ' " J' ~ f: 1 y , A~•Y•Y.
' t _ • ~i'd ' ; 1 5 ..11 $~~.~.r,4
J' I ~f";. M1 7 ~ i,
r ~,n 4 - ~ ; ~ ~ S t L'i`. ~ N YL
S'` •.y~~''- t dt r.~ . '9r
" ~
~ D~,. 'St~~ ,~f ~4+J,'ay+!.~' ~ i•..~ ir,Y Ct`~tL '
~C(r~" r.~'•'~ A'~" s',Y, .L'j .~,t. ~ ~1.l~<~ <`''~'A `Z~ .l~`•4c ~ 1~ ~ ,
~J' ~ `Z.. .~t, , ~ :R.1~~. ,^~t ,•fa~a~~S"~ ~.1
, n .AF.., ia' +'~7~ ~.~~:S,pa~'~~'
1 1~ ~ ri~ •q Nn n. (1 y~ ~ •"~iik`y1`~y' ~li. f' .~ta' ; j`•~ "x'.i~ Z~~' I k' S.y , t~ rj;~ t\~f~' <
~ i if~' ~:yY;t1 ( ~ i J V ~f. - y r~, i: i S • S 1¢"(~}i y.~ 'y' J. .Y~.LY1n,. Y~'...J(~
~ ~1• 3/~ ~nr ~ ♦ ~ _ •f•i'in r •l.~lln:d~•f~l ~v:~ Y~~j,•~'.fAI ~,`,1Fi:~j~~i ' ' py.~,
~ l'~ 0, ' . a~'<r T~ ^ i~ : ~'id~~
~ > ` y, ~ t ~t~ ,L- ,\,:,kA.. . i. b~t• ~ •"4 f t.' ~ ,,lrar e f ~!+t- ; x~ +v' ,ta" ~i , 4F
1 `.~C ~ "'e,.~ ,i .,ep ~.1~ '`f~~~~ ~r ~ 'p•~a.!'~~s~ nZ~ _ e , ~ ~r- ;Y+::tn 1~. ti1.,Nar" ~u t~ .'.n~1~.i,~ :S~t ~~t~ w`~'~: h;~ -~ti,
+ ` 1 , ' ' y: ' ~ r ' r4 : ~ y x~~; ~
. A
LC ~+t~1f,i .1~'~.>~;! :i•,~ ,11t.! Li ;'9'~~\f a. 'i ,s~~ :r5~C•~Fr,;~J~~;.'....'e~'L ~ ~ . L,~ •4,t ',~•',,5'r 1:'!`~tn, r,.b• -
~ ~^.A~P "~r' s-r ; '~et..ti,.~ 'L' ~'F .)~~~t;~~~.~~~~, ',~L ~}4~~: Y~'t,'yi~f5; , r ..A''; 4 , , +r.~,''„~\...~,
• c 's..'•t~~~~~~" ~ n r ` T1 R`v: ~ ~ <j
: n e ~ .c i~,~~1~ ~Y~ ' ~ ~ ~4~~Y~.~i~. N ~ c~ ~.y~.. ~ , .:'~~I ".t`L~:.~.~.r~~, - ~ ~ ~
>
~>i., ~ . _ i.v D r' _,7J ~il: ~s< . ' ~ ~ ti. f o,~ t ~~u ...g . . _ -1 ' =cti7 3
t,1 j~,~~.J
" ~ ' :r ' ,y r,
P~;~"~.~ ,i -c~,~ , t 1'!;' t.t~ ~~1.'Y,` `J1~ ~ `
S Y'f, , ' i i ~'t,^! .'t: ^~'L~~ ~ `~i~t~ .\~i''"~. ,s1~1 ~.~:D:<.~5 ,a c~^~~;`V:' . ef'~1~•.ti.'t~ r,~., . .p.~i4~+
i.~L~ J' 4, v . i. ` • '`i i st r .~,,~(~L j~ .
~ ~ ..j~ ;jl, l'~}~iiL~~'~~il~L ~ ~is~'~t1 y~ ~.~,.i' e•' " r' ,j,. ` ' r`",1 .a ~r~'~Z' ,,:~.k,l•i. ~ ,r,}~..Cn ~,1~~'~?~;i~~~~~:e
~ V.+ ~ ' i. ~ µ ~ f.t • ,~t ~y~e': • ' ~ a, + ~ \ f ` ~ ~ ~y • ,{.",i;~.". ra ~ ' S b ~t ~1~- t 4 R` 3~.,.
~ ,.a 7.1~ i '1,;,'~ s' ; ~`~.45~ •'tii"t~'~r•,•:: a . , + , ~ . ~ _ • ~ ~ "i ,5~~ k
'~a ,y ' 1 ''',~rr i'~. [ i ~ df, r1 ' ' ~re :i' , ~ , ` ~T(1v !`~••ll" ~ ' il.~ t. ~ .+~,-p°, k• F
' ~.n~ . 4 ~ 'l~ 1 u : F ,t. , `L' yy ± l' t' 4h` ~.'~5'~'S; .:f~v t . . \ ti~~ ~ t<ki.~~ 1 r~ ~ . ':t?,H`t ~ .l• ' _ l7~r{YY. }ti•,{{'~t. 1 t~ ;~~~,.,"d+"ir r
; 't :1 v ~"V: .r n~~t'ry i ~ . , ~ " . ,t , :r ~ t,t, s• ~5'~y.~, ~-c:.' ~.J .y..: Kr".;i ,~~5,~l~t ~S
` ~~~,,~Fjy. ~ • ~r . . y. I . . V ~ ~"~~^R . I s •1,.~
'~'r'jr~ ~t~..~~ r ~ fd ~i•'• " ; J i ~ V,1''j'"., r.; '
~'t , ,f;~~~~f ~~t ~ ~jf,~~~:~-~ ~ ~ ~ e i ._i. ~ F ~ s' y 'c • -,uc~~. `::`i~ ~ i. ' ' i ~.,•r ~;f~i:}f = ' ~ . + ~ i~y .
- . t'-~•
S. :..r, . ~ e. ' • ` F • ' i .iT~'! ~~A f'~ ~ ` ' y„ .i, ~
~ ..>1 ;t~•. . Y ~ a p ti ' p' 5~~ •'Y,' Y
i ' '._t,~ '1. 'v .~r> . ti.1, ty ~ ' . t'' • . . ,e, _ - ~ y., . i ~ + 1?~
n • ~ •.t " s' . S'xt . ~L.
' ' • i' 1~:~_ '1 i)t., '+a, + ,~s' ~ . _ .t :J:~~~~~ , -
~
~S
. ,
~ , ,..,s !1 . :~~ty ~ti,~.,• ~ r r+, . ~~ti r ,t ~ p c' ,Y,, J~f .,I''; f~~. > .
i'~~, ` i tiYt,\ ,A. . ,~„^'a ~t ,~~•`'"iti~~~~'t~i}3`,~i nt'-?~~~~i~i : 4 . '~~y~_ ~ . c7i ~ `
: N ' . .a~. ~ ' y F, r. . n' , ~`a 4~V' t ,
,1.~1,. . i ,u' ~ i. ~f~ 'h,.n ~d'~;~ t`,y'ti.\'~4 ~ ;'4~~' ;
~ 1 4t , , "'t . ,T~7t.,;n$.:1'A, G. , - r- _
f ' + , ~I `r i".._
-f .}i~ n ,1 1`N~ r .-r.n 7 - r-. .
7 (
S EJ' O 1t A N E O U N 'T' 1' .
OFFICE OF TH1: COUN`1'Y ElVGINEER • A DIVISlON OF='TI-IE 17U(31rIC WORK5 DE:PARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date: /YjA-i
IV I KC_ ~A )(C-r
SUBJECT: M A Q►" , Tr&Z- ~~vrS..v
Gentlemen:
A review of the road, drainage, and parking plans for the above-referenced plat, short plat, binding site plans and/or building permit has been accomplished. Areas of concern to
us are indicated in red on the attached prints. Please make the corrections and resubmit
them to this office in order that the review process may proceed. When the nlans are
resubmitted, mark all changes on the revised print in color.
If you have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
Ronald C Hormann, P. E.
Spokane County Engineer
t!Q~
William H. Hemmings . E.
Senior Review Engineer
k\w\Rtbi(RWCFF"'s()n Spokane, WA 99260-0780 (509) 456-3600 FAX (509) 456-47I5
;
FIELD IN1'nRMAT1(1N - OEFICF CAI.CUI.ATIONS AN1) Dr.SICN
-zooo ~
# ~ l! 2 4 #3 - ~ _ #h . ~ - - 5 I! h - ~ - Il 7 l/ 8 N 9
M 1 N I MUM M/1X 1 Pil_iht
r- -
iL :F..P. nIST. FROM D1ST. CURR 1•;I.F,V. Cl1HR FI(.rV. SF.LPCTF.I) y GRADE
STA. ELF,V. F1.FV.1 ~ ro F.P. FRnM E.P. (4, 57. St,ot*,i: (27' Si.0i'r•, F,i.FV.
P) c:ItRNt FRiIM P,. P. + FKOM H;. P. +
~ - - CURB _ IIF:IrN_f ) t:11Rf3 rilE [CHT)
- - - ~ - • a~52-
tZ
2' 18$11
' ol ~2-
l~''~'o I~~yl~ - C'VI,L7
~ , . . - 0
fl~- Gz rl~~ ~G I z B~ (l~, (00 6120 (~,11~
, , •D~'~~'
16•t:~`~ ~(0-,31 rv! (G,z3~(~,~,J
~
z-t-z~ 1,0.00 q*/ ~ z 8' . . ~ c~ , q~- - . - - - ► _d ~ ~
E oaS
;Z+ro
I5'.~3
1~~63 zo_~ D I~i b3
~
o ~
~
o Q
O o, ~o o ~
O
,
i
zy 4,
D-~ T~ . ~►S~d (i(~~iy . - - ~ R~~ - - y~~~~'( 1
y
~ + w f N
- ~ ,
~ _
• t- r •
~ rv-
/ ~
Q
~ .
~ •A ~
yir
, J ~
_ ~ .
: ~r --Q► u ~
;
~ ~fiop ►v,~3 ~r
,
~~'~✓D ' o
~ ~ .
~
~
~-`F~ ~I/'•~ J~~/~'i~
r . . . . _ . . . _ . . _ - .
~--v, ~ 19- -7 1
CIRCULAR CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) •59
Channel Bottom Slope (feet per foot) .01
Manning`s Roughness Coefficient (n-value) .01
Channel Diameter (feet) •83
RESULTS
NORMAL DEPTH (FEET) 0.26
Flow Velocity (feet per second) 4.10
Froude Number 1.671
Velocity Head (feet) 0.26
Energy Head (feet) 0.52
Cross-Sectional Area of Flow (square feet) 0.14
Top Width of Flow (feet) 0•77
Press Return to repeat this operation, or Esc to return to Main Menu
~ •6rL
C~/~r F3 A104-1 /?CvW-v
CIRCULAR CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) •59
Channel Bottom Slope (feet per foot) .01
Manning`s Roughness Coefficient (n-value) .01
Channel Diameter (feet) •83
RESULTS
NORMAL DEPTH (FEET) 0.26
Flow Velocity (feet per second) 4.10
Froude Number 1.671
Velocity Head (feet) 0.26
Energy Head (feet) 0.52
Cross-Sectional Area of Flow (square feet) 0.14
Top Width of Flow (feet) 0•77
.
Press Return to repeat this operation, or Esc to return to Main Menu
.
PIFE CULVERT ANALYSIS
DETERNIINATIDN C3F CONTROL AND HEADWATER ELEVATION
Flaw Rate (cubic feet per second) .59
Culvert Diarneter (feet) .83
Tailwater Elevativn above Culvert Flow-Line (feet) .5
Manning's Roughness Coefficient {n-value} .01
Entrance Lvss Coeff icient af Culvert opening 0.5
Orifice Flow Coefficient of Cul,vert Opening 0.62
culvert Length (feet) 59
Cu lvert S1 ope (feet per f oot ) ~ .031
Channel Flaw Velocity Dawnstream (feet per second) 1
RESULTS
INLE'I' C{3NTROL HEADWA'I'ER ASOVE CULVERT FLQW-LIidE (FEET) 0.46
OutTet Control Headwater above Culvert Flow-Line (feet) -1. 18
Head Lvss Through Culvert (feet) 1.79
Flvw Velacity in Culvert (feet per secand) 6.17
Froude Number in Culvert 2.945
Velacity Head in Culvert (feet) 0.59
SPECIAL INFDR++LAT~~N FOR IIdLET CON'y'ROL CONDITIONS:
Normal Depth of Flow ifl Culv-ert ( feet ) 0.19
Press Return tv repeat this operation, or Esc ta return tv Main Menu
.
I
S CIRCULAR CHANNEL ANALYSIS
N4RMAL DEF'TH COMP[TTATTON
Flow Rate (cubzc feet ger second) .51
Channel Bottvm Slope (feet per foat) .01
Manning's Rough,ness Coefficient (n-value) ~ .01
Channel Diameter (feet) .83
RESETLTS
NORMAL DEFTH ( FEET) 0.24
FTow Velocity (feet per second) 3.96
Froude Number 1.687
V'eYocity Head (feet) 0.24
Energy Head (f eet ) 0.48
Crass-Sectianal Area vf F1ow (square feet) 0.13
Top Width of Flow (feet) 0.75
Fress Return ta repeat this aperation, or Esc ta return to Main Menu
.
PIPE CULVERT ANALYSIS
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .51
Culvert Diameter (feet) •83
Tailwater Elevation above Culvert Flow-Line (feet) .22
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coeff icient of Culvert Opening 0.5
Orif ice Flow Coefficient of Culvert Opening 0.62
Cu lvert Length ( f eet ) 69
Culvert Slope (feet per foot) 0.020
Channel Flow Velocity Downstream (feet per second) .01
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.45
Outlet Control Headwater above Culvert Floia-Line (feet) -0.76
Head Loss Through Culvert (feet) 1.61
Flow Velocity in Culvert (feet per second) 5.06
Froude Number in C-ulvert 2.370
Velocity Head in Culvert (feet) 0.40
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.20
Press Return to repeat this operation, or Esc to return to Main Menu
.
.
PIPE CULVERT ANALYSIS DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .43
Culvert Diameter (feet) •83
Tailwater Elevation above Culvert Flow-Line (feet) .22
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coefficient of Culvert Opening 0.5
Orif ice Flow Coefficient of Culvert Opening 0.62
Culvert Length (feet) 23
Culvert S lope ( f eet per f oot ) .01
Channel Flow Velocity Downstream (feet per second) .8
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.44
Outlet Control Headwater above Culvert Flow-Line (feet) 0.35
Head Loss Through Culvert (feet) 0.45
Flow Velocity in Culvert (feet per second) 3.77
Froude Number in Culvert 1.681
Velocity Head in Culvert (feet) 0•22
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0•22
Press Return to repeat this operation, or Esc to return to Main Menu
, • • '
CIRCULAR CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) .43
Channel Bottom Slope (feet per foot) .Ol
Manning`s Roughness Coefficient (n-value) .01
Channel Diameter (feet) •83
RESULTS
NORMAL DEPTH (FEET) 0•22
Flow Velocity (feet per second) ' 3•77
Froude Number 1.681
Velocity Head (feet) 0.22
Energy Head (feet) 0.44
Cross-Sectional Area of Flow (square feet) 0.11
Top Width of Flow (feet) 0.73
Press Return to repeat this operation, or Esc to return to Main Menu
CIRCULAR CHANNEL ANALYSIS
CRITICAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) .43
Manning`s Roughness Coefficient (n-value) .01
Channel Diameter (feet) .83
RESULTS CRITICAL DEPTH (FEET) 0.30
Critical Slope (feet per foot) 0.0030
Flow Velocity (feet per second) 2.46
Froude Number 0.924
Velocity Head (feet) 0.09
Energy Head (feet) 0.39
Cross-Sectional Area of Flow (square feet) 0.17
Top Width of Flow (feet) 0.80
Press Return to repeat this operation, or Esc to return to Main Menu
DATE = 05! 06 / 9^ DESI GIVEF = BI LL HEMMI hlGS BA a I N 1
f='RQJECT NIAMF = MC DOIyALD AF'ARThiENTS
DESCF,' I f='T I OIW = F'RQJCCT NO o 92007
S)UBAREA 1=.165 ACRES SUBAREA I RuNor- r- COE1=1= I C I EN7 = .15
SUBAREA ~ W „ 1 1 05 ACRES SUBAREA hUNOFF CC)EFF C IEhl"f = .9
SUBAREA 3 = .0413 AC:RLS SUBAREA RUIyOf= F CQErC= I C T ENT = .9
SLlEcAhE=A 4=.100' ACFiES SUBAREA 4 RUNGF F" CQEF FT CI ERlT = .9
SIJBAREA 5= .0013 ACr'rS SUBAFiF A 5 RUh10FF GOEFFI C I EN"f = .9
"f'[]"f AL AREA = .4184 ACRES COMF'CJS I TE RUR1OFF CQEFFl: r I EhIT = .60423040153
CIVERL.AIUD FLC1W VALUES
C t - i_f
L.,. 0
h! = 0
S 0
I
~ CNANhlEL.. FLOW VAL..UES
I
L _ 0
T'D 0
CCIMF'UTED VALUES
D lJ Fi = 5.00
I1C? - 3.18
1.2 1 C) --p ec)
G? A - 0.00
~
I
i
I
BOWSTRI hJG CALCULa"(' Z Ohls
DATF 05/ 06/92 DE:a I ChIER = Et I L.L MErIM I h!GS BAST h! 1
F'ROJECT NAME = MC D(7NALD APARTMEhITS
DESGF I F'T T OfV = F'RC]J ECT' NCl. 92007
t t Intensi ty C?dev. Vi n Vput a•torage
(rn:inq ) (sec. ) (:in./hr-o ) tc:.fasa ) (cLIo •ftp ) (cuo ft.) (c:Uo ft. )
5.0 ~ 300 3.18 .80 323, 9 {w) 233
1 C)p 0 b00 2.24 .57 398 1 80 1211 8
15.0 900 1.77 .45 448 270 17g
2(_).0 1200 1.45 o37 477 360 117
25u Cf 1500 1.21 .31 490 450 40
30.10 i ai ) i ) 1.04 .^b 500 540 -t}c_a
35u 0 2100 .91 .23 50I 630 -1 2w:
40p0 2400 .82 .21 519 720 -1?01
45.0 2700 .74 .19 524 810 -28b
50u c") 3000 .bB .17 533 900 -367
55.0 330c) .64 .16 550 990 -440
60.0 3b00 .61 .15 571 1080 -509
b5o0 3900 .60 .15 602 1170 -5b8
70.0 42c_)0 .58 .15 6-11 1260
--b ^ 9
75a 0 4500 o5b .14 b46 1350 -704
Bc_), 0 4800 .53 .13 657 1440 --783
SJ.Cf 5100 .52 . 1 ~ E777 15310 "SJ,y
90.0 54i iC) .50 .13 695 1620 -9: 5
95.0 5700 .49 . 1^ 719 171 C) -•991
1(i().0 6000 .48 u:t 2 i 4C) 1800 - 1060
THE MA K I MUM STClRAGE ?S 233,821916 CU a F'T.
* The ti mP of cancentr-~ti can i s ; rrii nLttesv
The Undevel oped f 1 caw out iS .3 c. f. s n
TER! YEAFi STORM CAt_C
R1 • FI1.1i'IJ fL FL►i •i i 4.fLi ! 1 iYL ] i`.{LOS.YY
D!'"~' # E ° (_)5.If 06.f "7.6 iJE7 IG~ER = Bd. 1....L HEI'll'I INL7,_~_1 BASI34 .f'.
~~~OJECT NAM~ ~ MC I~~~~~~ APWF~~~ENTS
D~SCRIPI'TOh~ ~ PROJECT NCI m 92007
SUBAREA 1 - K 15~~- A~~ES SlJBAREA 1 Rl.INC3FF COEFi= I CIENT = .15
SIJBAREA = - 1105 ~~~~S SIJBAREA 2 RLlNC1FF COEFr a: C: IENT = a 9
SiJ~AREii"'1 , y = a 0026 F-ICf1ES SUaG?i'"IREF"1 titi RLJNOFF Lr6.PEFFICS ENT .9
W4-+B! 1RE1 f 4 = .1923 A1=.f~E %E3 SUBAREA 4 '}Ul'1OF1 CC)R.,.FFJ.CIE1'1T = p{
SUBY'iREA 5 = a0~,.~47 ACRES SUBArLEF-i 5 RLJN1JFF C4JEFF,1.4r,LENT = .9
TOTAL AFtEA = .5477 ACRES COMF'OSITC FtiUNDFF CQEf F-` .l C Z EIVT ~ .6134$6?2961:378
OVERL.AI~~ FLO~ VALU~~
~ 0
L f)
N 0
S - 0
CHANNEL FLG1UJ VAL-UE5
L. ~ ~
~ 0
CQM~~~TED VALUES
Dl.l~ = 1115.00
Ii.0 3.1B
D1 ~D = 9. ly
00
A
BcIwSTRz niG CAL.CULA"f I Ohls
DF1TE = 015/ 0b / 9.^••. DESI Ghlcfi =BX LL HEMMI NGS BF-`iSI hl
F'FiOJECT IuAME = MG I?(]NALI7 F1F'ARTMEh17S
DESrR:[ F'T I OIV = F'ROJECT IW0. 92(--)(i7
t t 7 ntensi ty C?dev n Vi n Vout Storaqe
(rni.n. ) (seco ) (in. /hra ) (cnfosa ) (cl_1. fto ) (cua fta ) tcue ft.>
5.0 30o 3.18 1.19 479 90 389
10.0 600 2.24 .84 589 180 4(--)9
15.0 90t_) 1.77 • 66 665 270 37 ..J
20.0 .0 12i f0 1.4-j .54 7i fs 360 348
25.0 1 500 1.21 .45 727 450 r.~'.'. 7/
30. 0 1800 1. 04 n39 742 540 2(--)2
35.0 2100 .91 .34 75.1 630 1 ..21 1
40e 0 2400 .82 431 769 720 49
45. C) 2700 .74 .28 777 81 C)
:
5 ,o 300c_) .68 .25 791 900 109
55u c_) ti,~ti00 .64 n24 816 99C) --174
60. c_) -;600 .61 .23 847 1080 ._237
b~ ~0 "34 90 0 .60 y 0 ^2 8 9~ 1170 a -•277
70.0 4200 .58 n:':' 935 1260 -3225
75.0 4500 ■ 5Q .21 957 1350 37" 3
80.0 4800 .53 o 2(--) 974 1440 -466
85.0 5100 . 522 .19 1004 1530 - ; 26
qi 0 54(--)(~) n 5(--) .19 1(-i31 1620 -589
95.0 5700 .49 .18 1066 1710 -644
100. i) 6000 o48 .18 1098 1800 -702
ThiE MAX I MUM S"fOF;AGE I S 409.4913)022402 CU„ F"f n
* "1"he ti me of concentr-ati on :i s 5 mi nutQS.
'The lfncieveloped f 1 ow nut i s W R c vf p s,.
TEhI YE:AR STORM CALC
-ro `^Z.t*
.
PIPE CULVERT ANALYSIS .
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .97
Culvert Diameter (feet) .83
Tailwater Elevation above Culvert Flow-Line (feet) .63
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coefficient of Culvert Opening 0.5
Orif ice Flow Coefficient of Culvert Opening 0.62
Culvert Length ( f eet ) 46
Culvert Slope (feet per foot) .0607
Channel Flow Velocity Downstream (feet per second) 7
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.54
Outlet Control Headwater above Culvert Flow-Line (feet) -2.06
Head Loss Through Culvert (feet) 2.71
Flow Velocity in Culvert (feet per second) 9.03
Froude Number in Culvert 4.126
Velocity Head in Culvert (feet) 1.27
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.21
.
Press Return to repeat this operation, or Esc to return to Main Menu
.
CIRCULAR CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) .97
Channe 1 Bottom S 1 ope ( f eet per f oot ) . 0 6 0 7
Manning`s Roughness Coefficient (n-value) .01
Channe 1'D iameter ( f eet ) .83
RESULTS
NORMAL DEPTH (FEET) . 0.21
Flow Velocity (feet per second) 9.03
Froude Number 4.126
Velocity Head (feet) 1.27
Energy Head (feet) 1.48
Cross-Sectional Area of Flow (square feet) 0.11
Top Width of Flow (feet) 0.72
Press Return to repeat this operation, or Esc to return to Main Menu
.
PIPE CULVERT ANALYSIS
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .81
Culvert Diameter (feet) .83
Tailwater Elevation above Culvert Flow-Line (feet) .53
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coefficient of Culvert Opening 0.5
Orifice Flow Coefficient of Culvert Opening 0.62
Culvert Length (feet) 21
Culvert •S lope ( f eet per f oot ) .01
Channel Flow Velocity Downstream (feet per second) 4.5
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.51
Outlet Control Headwater above Culvert Flota-Line (feet) 0.45
Head Loss Through Culvert (feet) 0.19
Flow Velocity in Culvert (feet per second) 4.56
Froude Number in Culvert 1.705
Velocity Head in Culvert (feet) 0.32
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.30
Press Return to repeat this operation, or Esc to return to Main Menu
.
. `
PIPE CULVERT ANALYSIS
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .05
Culvert Diameter (feet) .83
Tailwater Elevation above Culvert Flow-Line (feet) .42
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coeff icient of Culvert Opening 0.5
Orif ice Flow Coefficient of Culvert Opening 0.62
Culvert Length ( f eet ) 41
Culvert S 1 ope ( f eet per f oot ) .01
Channel Flow Velocity Downstream (feet per second) 2.5
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.42
Outlet Control Headwater above Culvert Flow-Line (feet) 0.03
Head Loss Through Culvert (feet) 0.41
Flow Velocity in Culvert (feet per second) 1.99
Froude Number in Culvert 1.531
Velocity Head in Culvert (feet) 0.06
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.08
Press Return to repeat this operation, or Esc to return to Main Menu
PIPE CULVERT ANALYSIS
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .11
Culvert,Diameter (feet) .83
Tailwater Elevation above Culvert Flow-Line (feet) .53
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coeff icient of Culvert Opening 0.5
Orifice Flow Coefficient of Culvert Opening 0.62
Culvert Length ( f eet ) 32
Culvert Slope (feet per foot) .01
Channel Flow Velocity Downstream (feet per second) 4.7
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.42
Outlet Control Headwater above Culvert Flow-Line (feet) 0.21
Head Loss Through Culvert (feet) 0.21
Flow Velocity in Culvert (feet per second) 2.52
Froude Number in Culvert 1.601
Velocity Head in Culvert (feet) 0.10
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.11
Press Return to repeat this operation, or Esc to return to Main Menu
PIPE CULVERT ANALYSIS
DETERMINATION OF CONTROL AND HEADWATER ELEVATION
Flow Rate (cubic feet per second) .92
Culvert Diameter (feet) .83
Tailwater Elevation above Culvert Flow-Line (feet) .54
Manning`s Roughness Coefficient (n-value) .01
Entrance Loss Coefficient of Culvert Opening 0.5
Orif ice Flow Coef f icient of Culvert Opening 0.62
Culvert Length (feet) 17
Culvert S lope ( f eet per f oot ) .01
Channel Flow Velocity Downstream (feet per second) 9
RESULTS
INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) 0.53
Outlet Control Headwater above Culvert Flow-Line (feet) 0.51
Head Loss Through Culvert (feet) ' 0.16
Flow Velocity in Culvert (feet per second) 4.66
Froude Number in Culvert 1.662
Velocity Head in Culvert (feet) 0.34
SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS:
Normal Depth of Flow in Culvert (feet) 0.33
Press Return to repeat this operation, or Esc to return to Main Menu
P Fi 0 F T L E
0+50 F'x L= i y p c)t_)(=) L/ H F' t.= C)o 000 i•, t=> G r- ad e= -1 . 520%
0+50 1 8n 820
0+75 1. B. 440
1-i-00 18 o 060
1 T225 17. 680 17.680
1+50 17.261 17. = 00
1+50 F I1..= ~(:~a C~G~~:~ L/H17t~f~1 ~ L~1:' i~7~'y+c'_~t'~. 419 Gr~G~cle= -2d 14~:~%
1+5c_~
1+75 16.765 16.765
2-r00 16.314 1 6p2?Cf
2+00 F'I L= 5<:). 000 L/H F't.= 15 911 11-' 2+ ;4. 851 Gracle= --n 800!
2+00 16.314 ~ i6a ~30
24•25 16. 030
2+50 1 50 830
2+75 1 5a 63Cy
2+7 5 F' I L= C) „ Oc_j C) L/ H F't.= 0. 000 C.' C) G r a d e=
C~EST UERT I GLE G;IiRVE q CALCULATE LEIVGTH G I VEN DrS T GN SF'EED
GRADE #i - l. . 52
GRr"1 DE 'It 14
DE:S IGhl S1='EED 40
LE:NICTH L7F VERT IC1_E CURUE (CALCIJLATED )--:1 705.5166758
LENGTI-1 QF VERT I GLE CURVE (G I VEN) 50
G I VEh! I S LARGEf1
SIGHT D I STANC:E 274.66101694
SAC VERT I CI_E CIJF,'UE, CALCIJL.ATE: LENGTM C I VEN DES:[ C3N SF'EED
GRADE # I = --2p 14
GFiADE #2 - 0 8
DE a I GN SF'EED 40
LENGTH OF' VERT I GLE CURVE ( CF LCl.1LATED )--46b m58360738
L.ENGTH QF VEFi"f I CL.E CUFiVE ( G I VEN ) 50
r r vEN Is LARGER
SI GHT D IS7AhiCE 274.66101694
7525
~L ~ 11~~171LJLIi VV '
T~
McD , ~ ■'~~~,w ~ t ~ ~ ,r ' , [ ~ ,
~"~~M~[]~' i•~ PsB~~,e ` F'sB GCg
IhA
.:v~+g HY~IL 7 .
"ir'~"'x~ S' ~ .V 4~.Y ~gA
.x' ,15~aC ' y n _ .
-i :~4~ ~ r •
1 +
. i • ry ~
'
o q ~
, { }j. ,I ~
I tT,,, ~ '~~•v~ ~~~'f:', '~~r; ~ IT
'd" ~ ~ ,•~'ti '-z ~r~ _ ' - P9d
Irvin
Ali~ ~ 1 'y,tt V-'k ~ ` , ~ w - ~~i"~'!f~~~F~F~+'•
GF"IB
4'
~Y F ',~t ~ 4j ;1
~~r ;~s4 iF,1 t`~ `f ~i~_,►,.L- ~ ,~3 ry~~`+~C~...
U M _ 7
t,j I~ ~ , S _ . . °"y~~ ~~.r, ;~Y ~ ~'c~ ~ ~I~• : t
J~k' . - - i p ~~gl: •~'kj 'I'i~ 1~~ ~
PtI, 4. ~ ~i~" ` f ` 1. ~i"` ` y {TI n~ k ~ - - 5
~r ~y~[~y-~- rn ♦ j ` rti r~
F~JSL~ gA
SchOOl+~ + . G~~y ~ ~ ~ti
~y •
~~'~<~rylY y • ~ ~a FR]x~ ' ' ~ 4~~ y ~ ~lpw intumy ,
`'r •.ti , , - ✓w • . 1 ~ f~blling~r`. n
~ ~ ~.4_ ti ~ • 'F .
~~#~i• _ '~r~ .1 • - C
d If
ci
~ I a~ { ' ~ • y+ ~4{•• { ,{7~L ~ ~ ~ il i ~ ]
'4
R .
;
•r -~Y~~~L~l~ . + ~a.-~~,` ° ' ~li~ ~ ~ ~ 5'~:S• . )~1
,.4F ~ r a aT. ~l
~ ~''].~l}~} '~Yi. Y~•~ '?,"e t'4 . iS ` " 4~
, f,_t~'~r' '+~.~,i ,ti i,1~'.}. M~ • 'y.i ' ''kF ~ ~ 'tl~. ~
~r.e 'r•i~o ^a.~-`~,... j' r ' # ~
GflB~~
4~~"~ f ~ , ~g El
f . ~ -+'q e .4 * ~ ' . L;I~ ~ .Y.~~,+••' ~ ' ~ J
i
,a~~~,• SuF f t , i~' i 4 ~ 5~';7•
_ •i~ '
.r L " • '•~r.'~~~~~~. ~
ry~'yf • ~ i" 'r~~l, • ' ~ • i .r' . j y fi c
i:~ ~f,• =,"J , ' ~ + , uE ~r• :r~ JJ .a ,
'k , 'ti G •i ~ ~ 'i1~11
i'~'qgB;'~ Pa , a
~~~+`~~~~7' y'. ".~5~ I ~*,k4'`r` ~r3 r,_'~~i ~i.~ 4`• i' ~ ' . ~ RSt ~ ~v.s ` ' 3
, , d r,~~~l ~ . r i ~ • k t.
-"1 -j''L~.~ "R~~'' ~~'4.;}itS~ . i • ~'Fy}] ~y ~ A¢
GgB 4 ~ id A
spO~tA 1E ~ rJYTEfT1413 TIONAL
. 7 i- - ~
GgA G~
9 B
, ~ ~~v.;~U~.~'~ i ~ I . ~ .
~Yw
' - ~•:9T ~ . . - ~ - _ F ~ _ ~ ~/F q y
' k~'± C''~' 4.r . r `°.liir• "1•~'~, , - (~t,. . . ir ~ ~ ~E
•~Gg_• _ - .•TO~v r~'• •0
~d4'~'X . t'"r ' , ~ # C
_•.i-•.- ^ ' _ ~ E =
~ r ' S , • ' + ' ~ ~ ~-j 3 ~
ji,~~~~,~ F • ~ C'gA ~ 7 4 ~i' ~i „.i
}7 s~•,~ A M 1j~ ~ iu ky.,,~': ~ . `+.i~~ ,a~~r ~4 , ' L;y'k~ 19 o a
J ~ _ ~ 1 ~ d ~Y . ~ + R+'k ~ . _ t 15'~".c '7' •s tl ~ ao
~~.1 • 1 i' A ~ ~ . ~ . ~ ~ ' t C
~r~ 'b.~"•~ ~ , ".,is kF" . ,t~ ~ ' ' ~ ± ' , . . _ ~ 1 . ' kE ~ q
F*c_.~ 'o I*'f a• 1 ' `'.'r ~ ' ~
F~i~~'+~F ~ll;~ ~~1~~{ ' ~,~4 t. i+ • f ~r'~, ~r ~ 5 II ~ ~
~ j F_4=•r L'~~ , , 1~ .`5~, , e~ _ _ T _ :.-.I] „ , ,•i , II r C
+o
:.^~';n 1X.• ,3~?~ . ~ ~S''' ~'i iy,. ~ ~ , ~ y i'• ~ ~-..sd.n.~ 1 . '"C f y ;I~
nl {yr i + ~ ~ ~~i. ~ , ~~1 1 ~ . F • +•~up~' . ~e~... r ~ A,.
~ %i a~g~ G~ w
l~ ~l ' ~e ~ - . ~ ~ 3 ~~,~i - ~ ~ L• ~ ~
li ~ k~~ ..y~~+`+s~5..1 ~ .1 L LI t I t , ~ ~i•~.5 ~ S ~'~r+ t'~i`~~ ~ - ~•'IL
~ i~• i
~ 1. • ~ ' ~N[1CCh F'int~
~ if , ~ ~ ; . `x ` ~ a~ t' ~ a ~ 4 + ~
Fi
[~4'x►r- ,I " . . 't ' •-',,~r'~i
•r
`
~T`. _ ' }r•, ~;y - .;i . ~~p . ~ ~ : r 4 "
: _ y
~41 y 1 1F'
-!•l + r •1_~• -.1 " ' - ~
ti
~M `I s~6`~ ~ ' a~ f 3 - ~ ' f~~T~' , . . - .~~{^y~i a ~ r~ ~~4 '6
: ~~p~ ' f ~ " j,~ K ' t, , , ~r#~y.~ ' ' ' - ~
~ Ft'I;ti~~',~.ii~. ' ~ ~F ~+i ~ . ~ •
~ A.~`~`'r,r:~y
~ ~+.L i ~0 4~ ~ 1 I ~ ~ , ;
I~`~~ : , k . - ~ i , i
4 ~ i r ~ P ~ . ~ 7 e~{ . ~ i e - t~p ~~~~fi . ~ ' ` ' _ ~
~ '~e~".~~• ,LF':,y^-,i~,.~_+s~,'..,~ ~.~~ai)t4~: ~F :r~.,~4.~i d~~...~r
~ 5000 Fect -
4r
~
I'OP81=0NM
7525
M fi► l ~ i 1
yi
~
,
~
, .
` ~ .
7-0
~
.260p(v~
f
CA
-
~t
~
~ -f--
b
ok
~
Tota ,~~~i - ~ • ~ ~
v
11~1~1~ = ~ ~1, ~ ✓ .
w~7~,pU~i
~ t~ ol vvAli
~~t a
1 /
M1G~0~ ~01
.
• ~mp~ o~t' zYoe,(, `112-
- - -
2 ,
~
~ ~'~0
BOWSTRING METHOD PROJECT: McDonald Apts.
DETENTION BASIN DESIGN BASIN: West
DESIGNER: MPY
DATE: 04/01/92
Time Increment (min) 5
Time of Conc. (min) 5
Outflow (cfs) 0.3
Design Year Flow 10
Area (acres) 0.42
Impervious Area (sq ft) 11037
C' Factor 0.6
208' Volume Provided 460
Area * C 0.251
Time Time Inc. Intensity Q Devel. Vol. In Vol. Out Storage (min) (min) (in/hr) (cfs) (cu it) (cu ft) (cu ft)
5 300 3.18 0.80 321 . 90 231
5 300 3.18 0.80 321 90 231
10 600 2.24 0.56 395 180 215
15 900 1.77 0.44 445 270 175
20 1200 1.45 0.36 474 360 114
25 1500 1.21 0.30 487 450 37
30 1800 1.04 0.26 497 540 -43
35 2100 0.91 0.23 503 630 -127
40 2400 0.82 0.21 515 720 -205
45 2700 0.74 0.19 521 810 -289
50 3000 0.68 0.17 530 900 -370
55 3300 0.64 0.16 547 990 -443
60 3600 0.61 0.15 567 1080 -513
65 3900 0.60 0.15 603 1170 -567
70 4200 0.58 0.15 626 1260 -634
75 4500 0.56 0.14 647 1350 -703
80 4800 0.53 0.13 652 1440 -788
85 5100 0.52 0.13 679 1530 -851
90 5400 0.50 0.13 691 1620 -929
95 5700 0.49 0.12 714 1710 -996
100 6000 0.48 0.12 735 1800 -1065
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 460 cu ft
208' Storage Volume Provided 460 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 231 cu ft
Number and Type of Drywells Required 1 Single
0 Double
TUtT TUTT1 TT/Tf~T/`T1t/'7T1/T-M T-%r1T1T/'Y
~ J`
~ ,
MG~o~.o ~ - - ~~r. ~ ~ o~ ~
~ ~
.C~i`~f;1 Nr'v1r
~~I~r? hz0.
~
Dl~d~~~a ~i r~~ ~ :
~ 2~~ ~
~a' 1 o~'~a~i I ~00 ~ .
i
y~sj-r ' p
~'D~Yr, ~
11~~T N0. z-.
j~~l. a~~'~, . - 22 p I,
i
, ~
I N ~~0 ~ ~ , ; ~ ,
~D~, r~~'~ ~ ~
, ; 4
I t.,~%~~ o
~
~r', • _ . . . _ . . ~
,
PKivl ~
Gkwme j ~r ! &*It,*, eqy Zolp ~ Y ~j V} F
.tl . .
h/~~1
rHel -Z~ p't q 46e ► !F . O07t
~
,40
-
0,1* 177
Il 11 , ~
~ -
~ .
.
~
' ~ r~ y ~
, o~
~ o,
~a ~ 1~~~ - ~
, ~ .
` ~3~'Gl~'
~
~ p . ~
N~~~ ~.OB "
~ ~ ~
~~i I~x I~z~ _
tw ~ ~ ~ ` ~ ~t~f~
Q ,
7f~~1
~
ft%
~ N p •4-
~ ~ r ~ • ~
~ 3 • ~ ~ - ~ - - - - ~ 1 ' ~ ~J~ .
l~. M G~ ~ G~~y~
kp
~
I
.
a
~
~
,
Backwater Calculation Sheet - McDonald Apts.
sj-?.0 Z =j j •Z
Pipe Segment 1 2 3
1 Q 0.590.51 0.43`-'/
2 Length 59 69 23
3 Pipe Size 0.83 0.83 0.83
4 n 0.01 0.01 0.01
5 Outlet El. 16.84 18.68 19.37
6 Inlet El. 18.68 19.37 19.60
Slope 0.031 0.010 0.010
7 Barrel Area 0.54 0.55 0.55
8 Barrel Vel. 1.09 0.94 0.79
9 Vel. Head 0.02 0.01 0.01 10 TW El. 17.40 19.21 19.86
11 Frict. loss 0.03 0.02 0.01
12 Entr. HGL El. 17.43 19.23 19.87
13 Entr. Head loss 0.02 0.01 0.01
14 Exit Head Loss 0.02 0.01 0.01
15 Outlet Ctrl. El. 17.4604 19.26 0K 19.88 04- Inlet Ctrl. HW 0.53 °'k 0.49 ov, 0.44 oK
16 Inlet Ctrl. El. 19.21 0v-, 19.86 oK 20.04 of,%
17 Appr. Vel. Head 0.00 0.00 0.00
18 Bend Head Loss 0.00 0.00 0.00
19 Junct. Head Loss 0.00 0.00 0.00
20 HW Elev. 19.210n 19.86 0K 20.04 0~
Grate El. 23.20 ✓ 22.00 " 21.50 ~
f ~
Circular Channel Inlet 1 to 2 ~
Flow 0.43 cfs ~
I}Ir3Ii7Eter 0,83 ft.. '
Slope 0.0100 ft/ft
n 0.0100f
L 23.0 ft ' ~~dia A R v
,
Depth of flow,a 0.50 0.60 0.3417 0.1928 1.70 4.97
FIoW1.I1g P'ull 0.$3 ft 1.00 0.5454 0,1736 2.~'J3 4.64
w
CC3t1.cal Depth 0.28 ft/ 0.34 0.1635 0.1313 0.43 2.63
Normal Depth 0.22 ft 0,26 0.1127 4.1053 0,43 3.82
- HWc ' 0.44 ft' INLET CONTROL
~~n ft
INLAND PACIFIC ENGINEERING
4
Circular Channel Inlet 2 to 3
FLow 0.51 cfs
Diameter 0.83 ft
Slope 4.0104 ft/ft
n 0.0100
L 69.0 ft df dia A R c~ v
i/epY~ ~owfd 0450 ft 0i60 0i341! 0.1928 1.70 4.97
Flo~~~~ ~ull 0.83 ft 1.00 0.5454 0.1736 2.53 4.64
Cr1tical Depth 0,31 ft 0.37 0a1835 0.1403 0.51 2,78
Normal Depth 0i23 ft V 0.28 041250 0.1121 0+51 4i08
HWc 0.49 ft IN~ET CONTROL
HWn ft
ZNLAND PACIFIC ENGINEERING
~
R
Clrcl.rlar Charirlel Inlet 3 to 208 ~
~
F'la w 0.59 cfs
Diameter 0.83 ft
SIoge 0.0311 ftJft
n 0.0100
L 58,5 ft d/dia P, R v
Depth of flow,d 0.50 ft 0.60 0.3417 0.1928 3.00 8.77
F'lawitig FuLI 0.83 ft 2.04 0,5454 0.1735 4.46 8.18
+crit.i.ca] Depth 0.33 ft 0.40 0.2037 0.1488 0.59 2.90 -
Normal Depth 0.19 ft V/ 4.23 0.0948 0.0947 0.59 6.22
HWc 0.53 ft ZNLET CONTROL
HWn
INLAND FACIFIC ENGINEERING
~
. ~
.
~ . - - - --r - .~7 _ . - - - . . - -
lUl'5 FUfii`A
. ~
. ~
~
- - _
~ ~ x - _
i , us- ~ ~ ~ i
171/ - ~
~ F
f '
nC ~f ~
4 r ' ~
-4 ir~
;
~
~
~
f
f
--p . ~
f I
~ I
I
~ -
r- - - . .
. fft
4-Altl I`
~A rA o~ -:~240 ~
3,
. ~ , : ~ , ~ • ; 1,
;
rA/W -
VP7
rA I~~~~ ~j.~~~
va:;~ - ~ ~
~
"p4
i'n~ _ •
V ~y a
~7 ilsp~l~ti ~'d~ ~
'A Lj 4 yc.,
✓ r, .
✓ ~ Gr~-
, ~ ~
~
BOWSTRING METHOD PROJECT: McDonald Apts.
DETENTION BASIN DESIGN BASIN: East
DESIGNER: MPY
DATE: 04/01/92
Time Increment (min) 5
Time of Conc. ( min ) 5✓
Outflow (cfs) 0.3
Design Year Flow 10/
Area (acres) 0.55
Impervious Area (sq ft) 17003,
`
C' Factor 0.68
208' Volume Provided 708
Area * C 0.372
Time Time Inc. Intensity Q Devel. Vol. In Vol. Out Storage '
(min) (min) (in/hr) (cfs) (cu it) (cu it) (cu it)
5 300 3.18 1.18 476 90 386
5 300 3.18 1.18 476 90 386
10 600 2.24 0.83 586 180 406
15 900 1.77 0.66 661 270 391
20 1200 1.45 . 0.54 703 360 343
25 1500 1.21 0.45 722 450 272
30 1800 1.04 0.39 737 540 197
35 2100 0.91 0.34 746 630 116
40 2400 0.82 0.31 764 720 44
45 2700 0.74 0.28 772 810 -38
50 3000 0.68 0.25 786 900 -114
55 3300 0.64 0.24 811 990 -179
60 3600 0.61 0.23 841 1080 -239
65 3900 0.60 0.22 894 1170 -276
70 4200 0.58 0.22 929 1260 -331
75 4500 0.56 0.21 960 1350 -390
80 4800 0.53 0.20 968 1440 -472
85 5100 0.52 0.19 1008 1530 -522
90 5400 0.50 0.19 1025 1620 -595
95 5700 0.49 0.18 1059 1710 -651
100 6000 0.48 0.18 1091 1800 -709
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 708 cu ft
208' Storage Volume Provided 708 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM aGC
Maximum Storage Required by Bowstring 406 cu ft
Number and Type of Drywells Required 1 Single
0 Double
TH1T A11TT DArT=Tr L%11i/4T1kTL9L%flT10/1
F
r
1 ~
{~o~ ~ ( + 7
~
~
la ro oi
~
~
7 tqo
~
,
~ ~
.
U ~
7 V-2-1
1~y ~ ~ r'~` ♦ r
~ ~
-
~ rr-~-
' ~ ~
;
T ~
~ ~ ~ ~
~
L ,
_~(G~mr~l a~
~
~ - ~~NP~T ~ ~~~,►i ~I
l~t~d ~a~►k ~ 3°! J o~5' , I~ oo~
131
~~o~, ~~r~ 3~OD , o~~r~ ✓ , 01~3
W 7'~1'~ . I~ ~3~ ~ 173 1
002~✓ll
Z
~
~ C76
✓ ~
. f
~ ~ ~ ' -
/r7
.
1
~r~Zjr
/ -r~rf , ~ ~ ~ ✓ ✓
r ' 1$ ~1 ✓ f~',~ ~I ~rti ~d ✓
P4~
0b
;
p.o~` p,o(o eV5 i~-
^I~
~ e~
o c
' ;
,
$
•
eack~rater Calculatian S~~o KcDaid A,~J J~ ~'S
+44 1 1 A -g vo
Pipe Segment 1 1. 3 4 S
~ _
-
1 Q 0,91 0,91 4,11 O,OS✓ 0.81
2 Lengrth 4V56 11 32 41 21 .
3 Pipe Size 0.83 0.83 0.83 0.83 0.83
S Outlet El. 18.99'`~ ~8 • I9
4 n M0.54O.55 01 0.0 0.41
6 Inlet V. 19,22 8,1 Slope 10 ,14 ~.Q1QT Barrd Area ~S O.SS O,SS
8 Barrel Vel, 1.19 1,69 0.20 0,09 1.49
4 Vd. Head 0.05 0g 7"0.00 0.03 , 10 TR V. 16,15f ~ ,
~
11 Frict. tass 0,07 0,02 0.~ 0.00 0,02
12 Entr. 8GL V. 16.12 19.04 19.17 19,11 19.09 13 Entr. Head loss 0A4 0.04 0.00 0.00 4,03
14 Eiit Head Lass 0.05 4,04 0.00 0,00 0,03
15 Outlet Gtrl. E. 16,31 14,12 19.11 19.17 19,10 D• S`~
Inlet Ctrl. H~ 4.T 0,22 0.15 U3"
16 Ialet Gtrl. 0 14.11 19.03'y419,31''1714.33 ' SI
11 Appr, Vel. Kead 0,00 0.00 0.40 0,00 0,00
18 Bend Head Lass 0,00 0,00 0.00 0,00 0,00
19 Junck. Head Lass 0.00 0,00 0.00 0,00 0.00
20 HN Elev, .I A'.92' .leT A~ Ar39' 19.33
ig.8b t9 oz 1q.23 11.b~f 1q.1, t
Grate V. 20.20 21.00 21.10 21.10 20.94
y
~
Circular Channel Inlet ta ~ ~ reo f"t ~
Flaw 0.D5 cfs
Diameter 0.83 ft
Slape 0.0I00 ftf ft
n 0.0100
L 41.0 €t d/di.a A R Q v
Depth flow,d 0.50 ft 0.60 0.3417 0.1928 1.70 4.97
Flawing Full 0.83 ft 1.00 0.5454 0.1736 2.53 4.64
Criti.cal Depth 0.09 ft 0.11 0.0326 0.0483 0,05 1.53
lYorrnal Depth 0.0 8 ft ~ 0.09 0.0243 0.0399 0.05 2.06
HWc 0.15 ft INLET CONTROL
Hf~n ft INI,AND PACIFIC ENGINEERING
i ,
Circular Channel Inlet 6 to 8 440t
~1 3
1 r
Flo w 0.11 cfs
Diameter 0.83 ft
Slope 0.0100 ft/ft
n 0.0100
L 31.5 ft d/dia A R Q V
Depth of flow,d 0.50 ft 0.60 0.3417 0.1928 1.70 4.97
Flowing Full 0.83 ft 1.00 0.5454 0.1736 2.53 4.64
Critical Depth 0.14 ft 0.17 0.0615 0.0724 0.11 1.79
Normal Depth 0.11 ft 0.13 0.0417 0.0565 0.11 2.64
HWc 0.22 ft INLET CONTROL
HWn ft
INLAND PACIFIC ENGINEERING '
L. J.
a
Circular Channel Inlet 7 to 8
i
Flo w 0.81 cfs
Di,ameter 0.83 ft
Slope 0.0100 ft/ft
n 0.0100
L 21.0 ft d/ dia A R Q V
Depth of flow,d 0.50 ft 0.60 0.3417 0.1928 1.70 4.97
Flowing Full 0.83 ft 1.00 0.5454 0.1736 2.53 4.64
Critical Depth 0.39 ft 0.47 0.2519 0.1667 0.81 3.22 Normal Depth 0.30 ft 0.36 0.1768 0.1374 0.81 4.58
HWc 0.63 ft INLET CONTROL
HWn ft
INLAND PACIFIC ENGINEERING
V }
A
Circular Channel Inlet 8 to 9
Flo w 0.92 cfs
Diameter 0.83 ft
Slope 0.0100 ft/ft
n 0.0100
L 17.0 ft d/ dia A R Q V
Depth of flow,d 0.50 ft 0.60 0.3417 0.1928 1.70 4.97
Flowing Full 0.83 ft 1.00 0.5454 0.1736 2.53 4.64
Critical Depth 0.43 ft 0.51 0.2797 0.1758 0.92 3.29 Normal Depth 0.33 ft 0.39 0.1969 0.1460 0.92 4.67
HWc 0.68 ft INLET CONTROL
HWn ft
INLAND PACIFIC ENGINEERING
n
Circular Channel Inlet 9 to 208
~
Flo w 0.97 cfs
Diameter 0.83 ft
Slope 0.0500 ft/ft
n 0.0100
L 56.0 ft d/dia A R Q V
Depth of flow,d 0.50 ft 0.60 0.3417 0.1928 3.80 11.12
Flowing Full 0.83 ft 1.00 0.5454 0.1736 5.66 10.37
Critical Depth - 0.43 ft 0.52 0.2866 0.1778 0.97 3.38 Normal Depth 0.22 ft 0.26 0.1127 0.1053 0.97 8.61
HWc 0.70 ft IIYLET CONTR4L
HWn ft
INLAND PACIFIC ENGINEERING
KING COUNTY, WASI-11NCTON, SURrACE WATER DCSIGN MnNUAL
FIGURE 4.3.311 AYFRAGN: Vl:LOC1TIES fOR E TIMATING TRAVEL TIME COR OVFRI.AND FLOW'
*For use with the Rattonal Method only; Frum Soll Conservatlon Servlce, Tecli. Relea.se No. 55, January 1975
Ln
0 0 0 0 ° rn«O P- cn Un v' e') c" °
LC) lqq m N 00000 O O O O O O
06 O O O 6 6 000 O O O O 0 6O
N N
i ~
.i.;. , . _ 1
i ~
i
Q
.
~ C)
. . . . .
r . . :.j.i .i~ .r.. .i......... .i........+......... .
» 1 : I~O/ t .y -~--`--f • . . _ ~
_ . _ . .T . . ..~~.:r.
0 .1.
i....................
•c1
~ : ~ ~ . . : 4 . .
; `
.
u Ln
. ~.y~ ..j........♦.i...................
~ • : . ~ _ •
ySJ ~
. . .~e .i . i..................... .i....
.
i ~ ~aje • _ - ~Pd? - - - C,~
cl
. . : ~ ~ . .:..ass~~ ( . . .
a~~ N
s4~... e~/JPa•
N .
e ,y
~o~:
•Ip ~ : ds ; ~i
. . .
.
• ~ ~ ~~~ti ~ ~
~ . . .T iv~ ~ . . -
.
. • • Mo ~J°M~ ^ ~ >
. .;..........i..............
. .......p~a: .i.......: ° ~~e
, ; ~ `
y
. . ~ ~fa ~
~ A4 o
~ ~ • ........f ............j.~.j .~.~..•.w. ! ..._.w.^......~................... , ~
°
° ....'8ak
• ~yl~~ ~ ~ M
ci
_ _ ~ • ; • ~ ~ ~ • • CV
0
O
?
_ , . . . . • . • . . . I . . ~O
~ O O O O ~m c~0 ~ CO ~ C`) N p
M N `-00 O O O O O O ~ O
66 O O DOO O O O O O. O 6 O
1
(11/13) adois asinooialeM
4.3.3-C 1/90
~
.
12CEt7 ~A"JT'I~'p hl~tl~l►,l~~ ~
1. aEItJpc C4A'3
rbL- [I.~ .
E t, rz~E
ET~ ~►,~Cr2~ ~ Lo~CY~S~fF ~N~L
t TN, r~ tt~ ~
rrx~~ .
GZEr~
oyZr1L~ ~x • ~E ~OW~7r2u
~'cF~,Er4
T
5 lS~- CcjIJC.t~.E~~ 6,
rT~ f~E '~~T
~~T~ g-k i~~E~r~ +0~tno4~Tv~r~~n
Z.
u~ v"~
'CrYuµ
~~,n~r r~~
~ , ► 4~ ~~~r~e~w~s F ~~,~t►`,r~
p ~~~n i . +'a►2
i,`'E°
n'~` ~l ~p*~w ~~wn~.~ ~ M►*`~
~ ~
R~~~~~~ U`~~'~ tit~►~ ~
~ 'Gl.rb~~" ~ErJ DiM~N"J
~
+ ~ .
~ ~ x
'a~t,~l
• . ~
• 6t~ ua~~i~~ ~
' i~iown~~
p wA~Ttst~ Frip~6 ~
T7pe 1 ~ . .
~ co
ciC'Ik1
, ' ~ ~ ~ ' ~ R ~~TY
k1 IYe.~ ~ ~ e ' ~y~17•. ' .~.,~SIt1GIMJF
tis ' °p r, .t~ryt; ~ pp'f`~ • , ' + ~
~r s
0r~ ' i t ~ . i► ~y~, '~~'4~Yr' ~ ,~-8 ~ ~ ~J-~
OC r ~,~,,1►~ ~
. ~
!
t
~ Pu s.
'f~J~S FQ»hrf
7 525
~ r ,-z- , ~ F ~±-~5,' EX(STING ~ . rrcurv~~u, • . " OUTFALL STRUCTURE. ~ ~ ' , ~ , _ . - ~ -~r
~ ~ . . ~ • . . . ~ a ~ .s ~ . . . - . ; ~ I~ r N A ~ ~ L~ SPOKANE C0. TYPE , ~ . . , ,.ti~ . . ~ y _ ~ .Z ~ - = ti~. ~VYA AL~IE • D4 . / . 3 :1NSTAL . / . ` . .
..a ~ ~ ~j± r "i.~.. ~ > ~ . ~ ~ ~ ~ . , ~ , . . ~ YWELL W TYPE 3 GRATE. EE DEfA1L ~ ~ ~ ~ , II r: , . . , ~ . , . DR . ~ az , , . , . . - . ; ~ ~ . , . , , ~ . • . . . ~ ' , i
~v.. r . - . - 1 . ~ y~ q s . U~• • II . , . FlRE HYDRANT ~ ~ ~ EIOCATE EXISTING UTILCI'IES. ~.,A ~ 4 R
~ . . . y`~ r/~ ,'~f . •r~:• ~ I . , ' y ✓ s~ - a' . Il .i~ , • V v 5
p ~ w GAS I~ETER ~ N A 5 NEW FIRE HYDRANT. . ~ y . . ~e . II ~y F ~ 1~ , . ~ f . , ' ~
~ t - ~ . . • ~ .M PHONE POLE N/A , , . . . . -Q . . • ' ~ I~
~ II ~ , ~
~ ~ " ~ o I) PHONE RISER N A ~ ~ i7 _ . . • C
• . ~ ' • : N . , ~ WATER ME?ER ~ ~ . .
> , ~ 5 + ~ NOTES. , II ~ . . . > , . i • ~ ~
~ ~ ~ I ~ CATCH BASIN ~ 1. ALL PIPE SHALL BE ASTM 3034 SDR 35 ,t,,w,,a,ec a. II ~
II GRaTE INLET D PvC ANO INSTA~LED IN ACCORDANCE wITH A ' , " _ . i (I ~ SPOKANE COUNTY STANDARDS. , . ' ~ ~ . ~
~ N W 2 g SOUD COVER ~ ■ ~
~ ~ ~ ~ ~I g ~ i KANE COUMY SEYVER CONNECTION ~ 'I ~ A 2. SPO ; II ~ ~ zo 2 - ~ .
► ~ II ~ CONTOUR ~ ~o ~ . PERMIT REQUIRED 24 HR, NOTICE). ~ . I.E~15.52 ' .
.r ~ ~0 i . 1~ ~ t~' SPOT ELEV. _ , . . I) ~ 3. R1GNT-OF WAY OBSTRUCTION .
3 II ~ PERMIT REQUIRED. . 0
Td'~•''~ ~ , ~ ; . , 9 . . - ~ . ~ A . r~.. .
6 ' , f • V • . ~ V T r w.. 4 x~ ~ T~/ . FUTUR ,~,RIGHT~ OF ~y .f , . ~ . ~ ,,x,i . `l ~ « 16 I . ~
~ i E D~i~W 1 ~ 0 'Q~ ~tc
. - . . . ~ . ~ , . . ~ p , , ~ ~ ~ , . \ ~
. . • ' ~G ~ • / „ • . r.
i ~ ~ . ~ . , 4 ~ EDGE OF RIGHT OF WAY ' ~ ~ ° . ' / .
in~ ~,,O~I . , ~ r
~ . r . . , ~ .
. ~ ~ l ~ ~ ~ , ~nvice or► u,c.Y~,v~A1/ • ~no~ u~~ ~ . .
. ~ . . ~ ~ ~ ~ . .
~
- - . . . , . , '
. ~ ' ~ . ~ ~ . . . ~r . . ~
~ acis~NC EacE ~ ~ ~ . . ~ ~ ~ ~ . . ~ OF PAVEMENI' . ~ ~ . . ~ ~ ~ .
~ . ~ ~ . ~ ~~tc~= - . . , S • • ~ 4
. . . . . . . . ~ . ~ . ~ ~ ~ ~ ~ . . . , ,.r . . . . ~
~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ . . . ~ . . - a . . ,
~ ~ ~ ~ o~ ~ . . , ~
- , . . a~ . . ~ , ~ r.
~ , , . . ~ . ~ ~ ~ 1 1
. - . ~
~ , . . ~ . , ` , t • '
, ~ .
• • • `
• ~ ~
O C-
. 0 w
. ~ U F--
.
~
. . , . . . ~ . . . . ~ ~ .
. . . . ~ ~ . ~ . ~ ~ . , , ~ .
~ ~ . . ~ e ~ ' . ~ , ~ . . . ~ • ,
!-~y:.i . ~tt , ~ , , , , . . . - r ;.t~.~ ~ t ,•Qr:,..~-~ ~ 4.r~• r. , ~ ' I.l'V~~SWY ~ . r. .\~l'i'. ~ ~ ' j :a " , ' ^ ' ` ~ • S . ~ za ' ~ • . ~ . ~ ~rvu5c
~rR'~.S . • , , , ~ , . . • , , • , , • . „ , ' ' ° .tS : ' f~. ~ a ~ , ' I. , ' A- + \4• ' ~ . ~ I ~ • } ~ I • ~ • : _ ' ~ ' ~ u: ~ti ~~„~r;~~`, ~ ~ a , ¢ . ~ ~ . . ~ ! • I ~ ~r . ~ ~ • • • • . . ,4 •
t , , , ~ ~ . - • tr . . , . I , I 1 . . ' . ~ y • • . . I ~ :V ~ ~ , ^ • . ~ . I t' . . , ~ ' ~ ' ' ~ . . . ' . ~ ~ , I ~ , . , , , , • . . . , S~ . , - • • 5' . . - . ~
, , . . . . ~ . ~ 2 ( ~ . , . , ~ Q r r~ • V ` ' F ~ 3 ' ~ ' ' ~ 22 , . , ~ ~ ~~v
, ~ • 1 ~ ~ ~ • { ~ ~ I I . . ' . 2 ~ I ~r , . ~ ` . I ' ~ "~7 ~ r I ( • . FINISNED F OR 20.50 ~ , ~ , ~ 7, ~ FINISHED FI.~OR = D Fl.(~OR = . 0
, ~ 4 ~ • t ti ( Y ~ [ ~ ~ 21 , , ~
I J 1 I ~ 1 I , ' , 17 ~ ~ i , ~ 30 , ~
. I' I r ~ ~ ~ ' 2 ' A
I . ~ d~ 24 UNIT Af7" ~E~ I , $ . A, Bt11L01NG . ~n I ~i . ,e . I ~ b r- ~ ~ . O ~ ' ~
~ ~ ~ ~ ~ I r I ~ ~ ~ r - I t ^ , N •
I , ~ ( ~ ► I ~ 12 12 ~ O' ~ ~ , ~ ti . •a
I .t . I A~''~+ ' ' - ~ .,,,.e,t+r: ,•~,tk,~~ . ; I ( s' ~ t"d,~w~ ~ , -
c ~ t ~0 z a I ~ p~ ~ ~ , p. • ~sr- ..:e&~:,t~.K.,. . '9e~~«;ti5~;, a~, 4' ~ 3 , ~ 38 ~ ~t r. x.~....
. I, ~ 25 . ~ ~ ~ ~ ' 20 ' . AI 1 ~ ~ , i ~ ~ AI 1 N WA
~ g ~n ~ ~ ~ ~ ( . ~ i , r ~ 18 ~ ~ ~ ~ r~~
I ~7 • i . . . l . . . . 20~' PONO Q. 1 g: ~ ~ ~ • ~ ~ ~ ~ y~ ~ ~ + 20g' PONO 1 n 694 CU. FT. . Q EL 8.50 , R 1
I ` 2 I.E. 18.84 , , 2 _ 0 88 480 CU. FT. . ~ • ~ • - ~ _
R~4' P. G $yti'~ R- . {n ) ~ ~L- ~ ! ~ . . ~~i ~ 1 . ~r. • ~ ~
~ aiS1 ~ , 17 ~ l . . . ~ ~ I 1 s . , / I , . ~ . _ . _ ~ ~ . l
~ ff ~ , ~ ` t. , 16 i ~ , ~ \ ..a~~n_ . . 18., . , , 3~'E, 3 u~ . , ~ :r 1' a'•h4~t/•_, ]~1.. , . . . . . 231.34' ~ ~ R n.rw.~w' ~l~i . . • , ~~nn:~ i
\ ~ ~ ` ' , I . I I ~ " • , t„~} ' . ~ . . . i . r . . .
~ ~ ' . . ~ ~ . ' ~ • • . ' • . , I I ' • . . . . ( . , ' ~ , ~ . . I . / . , ; ~
\ ~ ' ~ ~ ' ' • ' • . . . • . I -a I , I ~ , I ` i~ s :
~ . o I N I _ I , . ~ ~ ~ 18 ~ - r
N ~ . . ~ I - ~ M I ~r------ 1 _ 4
I + I ~ ts . 1 a 1 - T
N ' . ~ I , ~ . ~ . .
I ~ I , ~ . . . . • J ~ . . . . ~ ' ~ .
' f I ~ , . ' I I 1,
• ~ Y Y 0 AD I I . . ~ i . ~ - - ~ 0+00 ,
. ~ ( ( - rn ~ ~ . N • , ~ .
~ ( ' . ~ , I . N . + I~ . . . . ~ ~ ~ , . .
. I ~ . I i . ~
I I ~ . . , ~ . ~ ~ ~ , I . V/. ,
. ~ ~ ~ I / • • ~ . ~ : . . . . ~ I / ~ I ~ . ~ ~ . , . / ~ ~ ~ . . ' , . . . ~ .
I I . I . . I . ~ . . . , ~ . ~ , . . .
I I . . . _ 1 . , . • ~ . , ~ ~ ~ ~ ~ z °~5
- . ~ . , . r ~ . , . , I , . . • . ' . . ~
~ ~ . . . ~ . Il . - ~ ~ ~ , , ~ ~ . . . . ~ . .
. I II . . ~ ,
, I ~ I . ~ ~ ~ ~ ~ ~ l i
II . ~ I I ( ii .
~~5
. i ~
. . , . . . . . ,
. . ' : . ' ~ . ' ~ . , . . , ~ . . . ' ~ ' . ~ . ; • , , ' . ~o
, . ~ . • , • . . ~ ' , , • • , . . , - , , a . . . _ , , .
C ~ .
~ ' .
. ~ ~ , . ~ . \
. ~ /'Q . .
. • `V V ' . a ,
, ~ . ~ ~ ' ~ ~ ' O r~ . d ' O ~ ' _ ~
~ v ~ BL~G. BLDG. WALL L \ WALL
Q , ~ ; , ~ ~ , 35 , ; ~ ~ 35 ,
• , - ~ ROCK RETAINING WALL-, . BACK .OF . .
M ~ SIDE1NAl.K EL
. ' ~
~ . ~ ~ 3'+ . - . " 2:1
. 4:1 E
VALLEY WAY ' ` ~ • VAILEI' WAY ~ ~ a ~ .
~ 20' 6' , fi' , 6'' , 10' , 7' . 5' _ ~ 20' 6' 8' 4' 14' 3, 5' S'
~ ~ 'CURB ~ ti , , ~ ' : : ' . ' ~ . . ~CURB dc ~ SIDEWALK ' ' . . • ' . , . , S10EWALK
~ ~ ~ ~ ~ . ~ . . ~ i i . . , , . . ~ a.. .
. ,
~ ~ . ~ '=4 ' ~ ~ j , ~ . . ~ 1'=40' ~1 0 c
. ~ . . u ~ ~ ~
t ~ .
~ ~ ~ . ~ ~ h
~
. D ~ PROPOSEO COUNIY I I 1~ ~
~ CURB LINE ~ I ~ + ~ ~ ~ ~
~ ~ ~ ~ ~ . ~ ~ ~ ~ ~I -
~ • ~ ~ ~ . ( ( ~ ~
~ ~ • I I o o, o o~ o 0 i 1 0 0 0 ~ ~ '~i - ~
TEMPORARY EDGE ~ / 27 ~ - _ - . , , h' h' ~ ~ ~ ~ ( 41.99 N89'S 3~' E~L ~ ~ ~ 7 ~ ry V ~ ~ ~ 2 8 2 OF PA EMENT I ` I~Q
.~'SQ,'STt~'a~<wr'r.;•nar,r,~,.-..~......q....-~ - , j.. . . a.~h~6.w~-yp ~ ~ ~ . . ~ ,LV I yy }11° I I ~ ~ { I I ~ ~ ~ n / / ~ ~ 2 26 . , r . _
~r . , l. . . , ( . ~ - ~ . _ . . Z rr . . . 4/ 1 J ~t } L I I 21 0
I I , I I ( 6 .
~ ti . ~ h • 26 0 . . i I r ~ ~Y "'j _ = - -
~ ~ ~ ~ ~ ~ - I I ~ cR~ss ~ ~ I titi o . ~ ,
I I I ~ - o0 ~ u 5~ ~ ~ f
~ N , ti COVEREO. I 0 I I I ~ .B I ~ , 22 i
2 N 1 I i t , ~ h ~ d~ . t ry r x°l PARKING ~
~ ~ t A ~o ~ ~9 ~ ~ ~ » s , s 0 TYP. 0 ~ I ~ ) ~ ~ ,r , / t
. / ~ ~ ~ ~ ~ • • ~ ~ ~ . ` ~ ~ ~ .
~ I~ .I ; / I I I ~ ~ I , 0 ~ . 25 . ~ ~j 0 ~ 0 0 0 0 , f : h h ~ ~ ~ i ~
( . . . I I I ± o~• ~ ti ti~ , . 5 ti ti ti
I I . y , . .s , r
. ~ ~ ~ . , 27, , r n
i I Q II ~ ~ ~ ~ , 4 . . 2
( ~ ~ . ~ , .
~ 24 ~ 22 ~ ~ I , ~ . . ~ N . NpU . ~ r
. , DRNEWAY I , ( v I 1 • b° ~ ~ ~ ~ ~ , ~ . 0 . , ~ ~ ~ ~ ~ 'l~ ` ~ ~ . , w Y ~ • . , , ~ ~ -
. I I I , ' . ~ ~ Z . - . (9 . . . • „ 21 . Z'~ • '23 ~ ,
~ , ~ ~ .r::...~ r. _ _ _ , ~ .~ar:~.},d:~,,,;b~ - , r~' - , - - ~ . . E ~ - .r _ ~ . . ~ • , ~ Q ~ ~ ' ~h ~ ,*~.K , { .
I I ~ ` u 1 ~ • , K • ~ ~ ` ~ ~ I ~''1 N~ ~ wn.nn ' ' • i - . . "~i' ' :.r~:'i' ~ ~ ' . • ~ _~1 ~
. . ~ ' '
~ . ~ ,
' / ~ w ~ ~ 7' CIASS B" ACP
L~ ~ . . . . . ~ . ~ BACK OF SIDE.INALK • • . • • : • • . ~ • • • • ~ • ~ • . , • .
. ~ • ~ ~ • ~ • ' ~ ~ ' ~ ~ . • ELEVATION . . . , , . . . . 4 CRUSHED ROCK , , , • : . , , t: ~ . , • . . . . .
, 208 SOD . . • • • • . , . . ~ . . . , . . , r..~,~ . ~ . . .
~
. 9" M~N. ~ ~ ~ COMPAC7ED SUB-GRADE r
. ~ _
. I . ~
~ ~ ue~~ . ; ~ . ~ , fl ~ ~ , 'I~, , ~ ,3 5 , ~ , a
. ~ . ~ ,jy,~0 , . , . ~ ~
~ , ~ w~~l• - ~ ' ~ , . e~ . 9 , , . ~ . . , ~ .
~ ~ . ~ . .
~ . • . ~ . NTS ~ NTS .
, ~ _ .
~ . . . : ~ ~ -
. , ,
~ . ~ " ~ .
% ~ ~ . ~ ~ .
I . ~ I . 0 0 o I~ ,
I ~ . , . ~ ~ I ~s . I I
~ _ __ti . . ~ - _____J . 11 .
_ . s . : u . ~ t ~ fl ~ - 28 ~ ~
. 2~ INLET N0. GROUND El.EV. T.O.G. /I.E. INLET TYPE `GRATE TYPE RUN LENGTH SLOPE SIZE f _ . , .-a~ ~ ' ,,..-_-I~::..~ ,~,r I! r . ~ _ ~ II . .
~ 21.75t 21.50 19.60 1 1~ . ~ , / ~ , . li . , ~ . - ~4 . . ~ ~ -2 23~ 1~ .o ~ ~ , ~
. Il ~ ~ II ,
° . - 1 SOUD ~ ~ , 2 23.00 19.37 . f , • ~ • C ~ ~ ~ , ~ Y t /
ti ti ~ . 2-3 69 ,01 10" ~ , GRASS , _ ' _ , ✓
,r~ 3 23.05 18.66 1 SO110 . J a il _ ~ Z,~O, o , I M
. 2 ~ 23 ~ 3- ~a.5 .o3i 5 ~ a ~ . ~ - ~ II , i ~ ~ Y . .
~ Il - 2~ o ~ s.zo . ~ . " ~ ~so~io ~ II ~ • 4'+ . ~
0 ~ ~ ~ • , - - ~ ~ . 4 5 41 10" ~ , .01 ~ ~ , , . .
- 9 C II _ ~ ~ SO !D ~t . ~ 5 21,10 18.79 ~1 . . L~ ~ ~ ~ ~ ~ . .
0 0 0 ~ ~ 11 ~ . . L ~ . . - ~ ~ ~ ~ ~ . . . ~ ~ 31.~ .o> > a" ~ ~ ; , . ~
~ ~ . . , ~ . ~ I~ 20 2Q.70 18.67 1 . . ~ 1 ~ . ~ 6 ,90 .
- ~ ~ . : . . , , , . ~ 6-7 ~ / . , . , 20 .0! 10t'
' ~ ~ ~ 11 _ . - souo ~ . $ 7 z~.oo ~s. ~ . i II rn ~ l
. • . . ~ ' / , . . 7-8 17 . 1 , . . 01 0" ~j ( 1 / f ~ .
i , • 21 ~ , . , ' - t~ _ 0:50 8. 1 r~~'~ ~50~:10;~ . . ~ g 2 1 31 4~~~ . . _ / 1 , ~
.J s II , ~ ~~.k , Q_ M ~ ~ ~A ~ i(;;~K1~ Ct,~6~~~ V T~ .O~O~ ~V ~ 0' wtw"'- ~ ~ ~ .
. ~ ~I . lY" 0 , tl~ , , , . - (I . . , ~ _ R. . , , r.-~ p .
6 ~ , , , _ . _ e . . . . , . . : . , . . . _ a ~ ~ ~ , . . , ^ I) , . + ~ , , • a , . . .
. ~ { , '<1 . + , ~ ° , ' F ] ' ZV ' , . . , ,e. . 'i , ~ , i , ~ ~ ..r ^ . ' ~ . 1) . 1 . , a
' ~ i = ~ 0 ' ' , . . ' : , • . . ~ - 52., ~ r . i ~ , ~ ~ ~ II . ~ II . . , . ► , . . . .
_ . . o . . . , ._z. . ~ _ . . . - . . . , . . ~ . . . .
~ ( 1 ~ . .
~ • ~ ,
~ ' ' v '
. ~
• j + `'r • .r
. y . :s
. F~
. ` ' ,`'t . , r '
. ' ' ~a
A~ . ' '~.M
. ~Y{
' ,"G . ' . . '~L
. , . , • ' j.
. • , • '
i i . , ~ . ,
' , ~
, , , ' • ,P
• , ' , . ~M
. , ' ~ : ~ , ~ ' ' 4
. . , . t i ~ '
. . ~
. ~k ~
,H~ . . ' ' L r,
's ' ~ ' ' ~ti.} . ~
~ .
. • , • • ' ~i ~ , .Y
~ . ~ , ' , ` ' '
. , , ' ~ ,
~i
' ~ ~
! . ~ • I
r."~ ` ~ h i .
• ~
~ • • ~ ~.9 • ' ~r~ ~
. • , ' , . ' . • t r ~ MPI~ i
~ ~ ' 1 •r~l~~'.
~
. . , i ~ ~ r '
_ ' ' o ~
. . , . ~ ~ . • i ' . ~ , •F • ~ ~ . t
. ♦ • ' ~ . ' , ~ , ~ ~ ~ •
~ . '
. ' • • ' ' ' e , '
. . . , . ,t O~
• , i , ~ , ~ ' . . . . , ' ~ , ~ . , ' ~
. , ~ , '
. , . , ' . ~ °s, ~ , f. ` ' , ~ ~
. , , N , ~ , . ,
. , ' , • , , , ~ ~ '
~
. ' • • ' V '
' V+
.1 ' , ' ~ ' • ~ , W
~ ~ o
~ ~ U~ ~ . . ~ ~-o . ~ . , . . ~ ~ ~ ~ ~ , o .
~ ~ , . ~ . . ~ , <<. . .
~ . ~
~ . . . ~ . ~ ~ . . C~ - ~ ~ ~ ~
~ ~ C~~ ~ ~ ~
~ . ~ ~ . ~ . . .
. . . , .
7: ~ . . ~ . ~ . . . ~ . . ~ . ~ . ~ . , . : , .
+a lF ` ~ • . ' • , r 2 ' ~ 'N!' , ' n +4, ~ ry v' ' .p ~ 'w~, . - . ; . ' ` ~ ~ t ' ' a ~ + , ~ ~ r . 1 `V - . ' , . ' ~ ~ ~ ~V ~ ~ ' . I
~f ' ' 'a =r. • . , ' • . . 'r.. ' , . : ~ . ' , . . . . . ,
i' • ~1' ' ' " ' . ' e,`': . ~ ~ ~ ; • ~ ' ~ , ~~'P ~ A~ ~ . -0 , ~ • ' . ' " ~ . , , ,
~ ~ , ~ . . . . . ~ ~ " i, '
.ti~ . 'M,;~''{ n~ ~t , , , ~ ~ ' , ' , ~ ~ „ ~ ~ ~ ~ : , ' ~ ' o ' . . ~ r . ~ , S • '
,C~ 1' .e.~ , e . ' , • ' ' ' ' , , ~ ~ • ' • - ' M~1'1 1• ' . • , . ii ' , , . . , : . , . ~ •
- . f,~ 4 ~ , , • , + } , . , , el' . . ' ` , / ~ ~r~~,
% • ♦ . : . ~ . , . , D , , , 1 ~ ~ , . . ~ ` . . ' ~ ~ 1. 4f~
~ ~i ~ ~ ~ i • . ' ~ ~ 1~ v . . ~ . , VAL . ROAD .,1. . . , . . . , ~ . . . . . , ~ . ~ . r . . Y..,tr.~r.~~ LEYWAY : m. . , a . , r ~ . , . ~ ~ ~
. , . ~.,i;°i'~i' n °~o~~DTIi~G'~{T~ . r. ° . ~ , . , . . T,~T~,T~Trr~T~~T'~Tr;~~`a~~~~
ooA ~;in MCUVIVNLU, .lyrt~ti~ i ►r~4~ _ f~ : ' , „y : ~ ~Y\t ~,~y . ~:~,',~~;~s N' r' r, ~ t'. F• ~ °
V ' r #a' r , w ~ ` • ~`~eV~'~I`~ w1~ x ' `i il'++.•
'Ty tt , ~r,.~.'~~ ,,r, . , . S. ~n '{~y,, Y'~ ~ » .i~:4 r ' , 'SV • ' a, , ' ' ~ ~t~i ~ ~4 .r~°'. ~ ~ , ~ , , , ti,:~~;;. .-~~y~ ~ ~ ~ ~ outh' 25 Altomant Spokane,Wosi~ V ,1 •1~1 ` ~ r• , ~ ~ •``r~ ~ ~IY, c;' ~ N~ 4~~, ~Fi~y i.. P "~i 4 << 'r, "1 .r.s' ' / p~ r~' r, f ~ va • , ' ' '•p, '141 0`, . • " ~ 9920.2~}'~ '
509)~'5.35- ~i,.;s ~,t • •~i ~1 . ' ,t„ i~c: ~`~l.~vt.~y' . - 'r'y.~`S, (3.;Ia', F!.' ~ , , ~ , , :.15• ,d..~l , ~ ~ ' . y,~a, ,•i..~~,~~g:<.`~~ 5~'R.E~..
o , . . ! ~1 . , ~ 'yt• 0 ~ t , ~ , ~i•.~s•.. ' . ~ y . . • ~ y; ' , • . . . . . ' I 'i • l . . . - -
- ~ ii ~
u ~ . 1 ~ ~ ~ ~ ~ ~ . . . . 11 , Il ~ ~ , , ~
~ ~ ~ . ~ ~ . . . I ~ II . , I . I . . .
~ , _ . . . . . .2p_ . _ . ~ ~ I II . I . - ~ .
~ ~ , ~ ~ I . . II II ~ ,
- ~ - . . II ~ ~ II . . ~ ~ I
, ~ SLOPE: 2~ MIN.~ • EXISTING ASPHALTIC ~ ~ . ` ~ , ~ , , , ~ • 4.5~ MAX. SURFACE
. ~ . ` ~ ~ II . . ,
w ~ ~ . . ~ , II II . , . . ~ . ~ ,
. - . II ~ ll . . ~
Z. o ~ ~ ~ . ° I) II , ~ b" CRUSH~D.SURFACING TOP COURSE Q ~ . - ,
w ~I t~1 ~ . . ~ ~ « . 7' CL4SS 6" ASPHALT CONC. V . N . , r f~
• II II , ` v ~t Q PAVEMENT ~ ) ~ . ~ .
Il - . II .
~ . ~ . , . . . - II ~ ll . , , n. ~ .
II~ ~ • ~ . ' ~ ' TB~I ON HEAO 80LT OF -
. . ~ m ' . ~ , FlRE F{YORANT. EL 2U18.25 . , , ,
II . . ll ~ - . ~ ~ ~ - ~ ~ NTS ~ . ~ . . . . . . ~ ~ ~ . ~ ~ h ~ r , . p . . ~ .
. ill • II ~ ' ' . . ~ . . . ~ . r ~ . . . • , ' • 1 ' . . .
II ~ ' f . . . ~ ~ • ' . ' 1I ' - . ~
~.r II • II ~ ' . t. i + . . . ' • r . . ~ , ~ • ~ , . , ~ a , , . ~ , , -
. ~ , • ' y~ + • , ~ •
' ~ I~ ~ IXlSTING CATCH BASIN ~ ~ . • ~ ~ ~ ~ ~ . ~ . . ,
• ~ ~ , _ „ F , ' ~ , . ~ , ~ . , . . . . 3 . ~ ~ . ~ . . . . . , . . % . ~ . , _ . . . ~
. ~~h . ~ , , . Op . . , . ~ v • ~ _ ~ t~ . . ~
2 . ~ .
1 ' tiy ' ~ ~ ' ' ; .
- F PAVEI~ENT . . - - EXISTING EDGE 0 n
t , J
^ ~ ~ ~
1~ .
~------------------------EJUSTING EDGE OF PAVEMENT ~
~ • • ~ • EOGE 4F RIGH7 OF WAY ~
~
~
• ~i
, , ~ " ~ . - ~ • • • • ' .
~ ' , ~ . i ~ • . ~ '9 . ~ , rt, . ' ~1 y. ' Y ; - _ . . • . . ~ .
' ~ . ~ . . ~ , ' • . . ,f. ~ ' - . ~ - . .
~ ,f~.r t~ ' 'if ~ ' . . • • • . ~ ' • . . ~ .i , a ~ „ , . , • ' A 't ` . . i ~ , ~ . ~ ~ . ~ , • . . . c„ Y - , • y_ " ' ~
' ' ' , i' : J tY.. • 1 ' ~ . . ~ , • ~ . a ~ ~ , • 1. ' . . • • ~ w ! ~ . . , , .