sp-1105gNOTE:
ground on
Tr c.c.* s
so rood • r vat o CO
-"`"N to ditch along
E ighth Nye. and
Vond.
Typr . A" Otrewr
va IT t I 1
RAI r TyrE 4
voRAP4E Country 5 rr).
Tor or GRAZE E r WIG .0
r .3 TA I 00,
?B' LT. or
L 1 0 1
L 2 0 1
L 3 1:3 1
L 4 0 1
L 5 B 1
LGEJ 1
L7 0 1
L 8 E3 1
L 9 B 1
---- 7066
tc)
0
s'
- 7.068
-20' 7
7067
2069 -
TRACT
NW POND
rtr AREA e 2.6 3
FI ELEV = Z0;,4. 7
._070
2.01
2077_
7 073
S.P.
NET AREA
45,900 SQ.FT. = 1.05
43,710 SQ.FT. = 1.00
/13,710 sQ.Fr. = 1.00
43,519 SQ.FT. = 1.00
43,681 SQ.FT. = 1.00
43,828 SQ.FT. = 1.01
43,829 SQ.FT. -= 1.01
43,829 SQ.FT. = 1.01
45,852 SQ.FT. = 1.05
s 89°38'14E
80.
oAinlAGE / I
ACRES
ACRES
ACRES
ACRES
ACRES
ACRES
ACRES
ACRES
ACRES
__---
- rwrt 1 YrrE. F3'
291 '0
S89
0
TRACT
NM* ettit
LOT A
CORBIN AUDI] ION
2.95. 00'
FrtAt-IF C E., 1 I'VE. 1 1
SPOK Cr.•. y STD
Terl .-r ttAtE5 7.005. Z
04-96
2
N
A
EIGH TF
TRACT "C
1.)
40
ofv.itJA.cir:
F.A5F.HF.P
Wtr. hle le
0.00
01
135.00
938 14
GROSS AREA
5(3,150 SQ.FT. = 1.15 A
17,790 SQ.FT. = 1.10 A
4 7,190 SQ.FT. 1.10 NH
48,231 - 1.11 /\ '1
47,593 SQTT. 1.09 A I
47,078 SQ.FT. 1.08 ALI
47,079 SQ.FT. 1.08
47,079 SQ.17. 1.08 VI
49,252 SQ.FT. = 1.13
NA
'1 LLJ
Y
5 1
1.
V
_73
22.25
I TRACT
122.29
NE POND J
FtnoR AArA Z 1.1 37_.
rum Ets>". - 2.0G4 .7
velf.,A,P•Ar.
0
w
657.1.3
362.13'
pc:Ai rAs!7,PJ
E. t M.. Fr.A.t-ir 4, GRA ) fir ff 4
Crory' y Stn.
Thrs OF (TIP^ 1 F:53 206,5. 2
6
362.19
S g
N
VENUE Lj'y
367.Z5'
0.00
1 105 9
7
6
362:ZZ //
9
• •.:3% 2,7115,_G5
9
--- rRACT "C"
POND
r
tx
21"
89°38'14"E
80.00
1
ArTrA = 5 4- ,B50 59.ft-
✓ P ,-- 2.01 6 •
- 1%rr "A ORYvArl..t. wrt 01
• rAL F r Ci FIAT YvE4
ro CuN.r Tht
%-,r or' ( rtA ( E z.O 1L0
35 • , 9 713 ror s.r11.Ayr
31 Wilit 'East
80.00
v
I
)
v)
i ki,lck't
= S ei back
ied Iel
le I arker
Guy
1 eleplion e Clsr.
16
ft
GRAnlic SCALE (1N F EE D
0 25 50 100
r -
.
0
0
0
DEVELOPER'S APPROVAL
0
0
0
0
0
0
V)
leter
DATE
E P OF
!PIMA f)FP„ of
rAV E r
Low iblur
r LAN) v
1)
2)
5)
G)
Lcw re."' ps,yr
F PAV 'F.
AsreitAL:r
2. 01
C ovIC_ cur?..11 IVILE1,1 1.
51 CouKtri 5i0.
NE BASIN
SE BASIN
TBM
LEGEND
ELEV. 2082.. 3li-
E)(istirt5 Grourcl Contour
Future. Drb:unck3e. BC1/4541 ?tOWIcliAri
EY.iskin3 Drainage Bcksin Bov,vickar
R I_
Gc d 5PIIKE IN ANCP-1OR POLE
5E CORNER OF BP-A AVE. 4. RKER ROAD
"208" POND : SECTION DETAIL
NOT TO SCALE
VARIES <
, tiMeWELI_ GRA
r- rO vlf) FLOOR,
STANDARD NOTES:
o,nA shc..k1 be in conformance wi-th *he. "SPOKNNE. COURIY S Fog
ROM) ia,,tst) sew CoNSIRUc..1tOre 1995, and as amended.
Locatioins oi existing u 5hovin in the. Oans are approximate. 'The Contractor skaaM be.
re.sponsibte for all underground cortilic.tin3 54%4 rekocated prior
coi 0i road and drainage. - aci1i - Vies.
3)
C n r required e d ko tam complete set o-C approved road and drainage
on 'Oe. plans
• whe.ne_ver c is in yrogress.
The
Contractor co' d'isers ar9 Aiscre?mvicies be.-tween plans and e:Ai53 conons encowltered,
Conkrac-kor shall imrne.d'iorte‘ *Vie Design V%-vigineer on the So-oie Couk Eng■neer's
For cons 0-C dr.Ne-11s, InstoAt -Fi‘te.r imbric (Waco 45S or approved ecikkivaken be
-the.. Ar e..\\ a r ek ciraiviroCV. and between the %lc...she-A Arminrock. and i nle. hative. 505.
Prior -40 si-ke c.ons Con-tro.c. resport5 or locating urtdergrowt.d. u.tikties.
C--0,11 the vondergrov.nd location service- *A 456 B000 before
= SHORT PLAT 1104-96 ( Lot 1, Pheasant Park )
SHORT PLAT 1105-96 ( Lot 9, Pheasant Park )
LINE PoND wrrH CigAss .5
P�< AND 5IL)E5 Cr "zoo' ror.ir.)
To 13E HIGHER 71 W4 PAVF_ME N T SIDE
0 TO LID Og DRYWELL
TO 5 FOKAME COL) Nrry 5 rAr
51 8-1 ANE) -I 5, Fog. D/ZyWELL. CON51?..1.;•: rior3
WRAP THE DRYWELL Av.ID GRAVEL ENVELOPE: i
FILTER FASRIc , Amoco 4545 oft EQUIVAL
DRAINAGE MAP
NE 1/4 OF SEC.19, T. 25 N., R. 45 E. W.M.
Founded 1946
I III I m m m , m
4 ,impsorn, Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
t N. 909 ARGONNE ROAD, SPOKANE WA., 99212-2789
PHONE (509) 926-1322 FAX (509) 926
DRAWN -BY DATE PROJECT NO. ERAWING NO.
3320
CHECKED BY . DATE 1 1 OF
33. I 9
„„„„,