sp-1105f13
NOTE:
Car-ake. 3rokknck ey
Tracts P.,13, oolck C ,
so rooi rumoi-F can
-Flow to ditch along
E igh*VI Me. ckna
5 Pond:
T'r Pr. 'A
METAL FPAVir_
GPAIE Tyre .4-
5rc<. or Cowry 5 ro.
Tor of aTA I E 201G.0
5TA , SIOO,
W L r. op
Ave.
L 1 [3 1
L 2 [3 1
L 3 13 1
L 4 0 1
L5 [3 1
L G E3 1
L 7 13 1
L8EJ 1
L 9 E3 1
-- 20G6
to
0
(D
- 2068
2067
NW POND
F AREA M 30
Roof ELEV. =
2 7
2072 -
___ 20
S.P
TRACT "A" 'TRACT
NE7' AREA
45,900 SQ.FT. -= 1.05 ACRES
43,710 sQl-r. = 1.00 ACRES
13,710 SQ.FT. -= 1.00 ACRES
43,519 SQ.FT. = 1.00 ACRES
43,681 SQ.FT. = 1.00 ACRES
43,828 SQ.FT. = 1.01 ACRES
43,829 SQ.FT. = 1.01 ACRES
43,829 SQ.FT. = 1.01 ACRES
45,852 SQ.FT. = 1.05 ACRES
ARAI rlAGE r*.A •rriEr.4 -
z
S 69°38'14"E
0.10
LOT AR
_
- I YrF "E3' DRywEL
AL FRAt-IFI 4 CIRAIE.,TYFE
Srr Cour4tY
GrtATES
295.00
290'
S893
GORBIN ADDLI IOF* 10 GR[ENACRES
96
2 r. )0'
Mr. Meier
80.00
FON ID
414
zo7
4.6
F rAf-Ir r-
A
589'37'71"E
u
065. Z
00
TRACT "C"
.00
N89'38' 4"
1
EfGHTH
L
GROSS AREA
50,150 SQ.FT. - 1.15 ACRES
47,790 SQ.FT. = 1.10 ALVES
47,190 SQ.FT. = 1.10 AURES
48,2,31 SQ.F1. = 1.11 ACRES
47,593 SQ.FT. = 1.09 AUKS
17,0 SQ.FT. = 1.08 ACRES
47,079 SQ.FT. 1.08 ACRES
47,079 SQ.FT. = 1.08 ACRES
49,252 SQ.FT. = 1.13 ACRES
25'
-
1
.0
BLOCK 2.F
TA'
-25'
51
•
4
1 122.25
122.2
NE FOND
lnom. ArkrA 31.:
rtbort 1.0G4,7
TRACT "A
House.
rA5e7+-ir_vir
i1E1AL r Pt GRAF E T1rE
re44.Ar4E CcriNtrY
Tor5 Or ORA F 7-05.
S. P
657.1.3'
NUE
2
62.13'
6
--
S 9'38'14"E
8
362.Z5'
0.00
105 96
...■,..-■•••••-■
f'DIPtV4
A r 50/ 2,.0
t
"C"
--- 5E POND
S 89°38'14"E
80.00
virc/I--
,/
rt. ARFA 74' 43
, H1,50
/
/ ID ri 2:07G. 7
ff.)
TRACT
•,•r f-_ DR-rvAr-Ii.
"Or: TA L r P.AP-1F F FIAT F. • T yrE
r v."NE CrILJP.4 r'Y .5 TT)
nr rr CirtANT " 2_011.
'Lir^ 9#15, 7S' ror
UtiliiL Ectsc.rterit
"- PP
"0
0
0
vJ
- Telephone Ch;
PI)
GRAM C SCALE (1t4 FEET)
2
14" Pine
16
50 100
25 MPH Sign
1 L-f urt cH
Leos
DEVELOPER'S APPROVAL
DATE
2)
5)
E or
f3Hrlui c
rAvEA
Low rbi/-...)r
C
5 r 1 - )K A.p.ir:f." - .7(
r LAN viu-2.,
Low fl
C F f 'AV
r)c c••
Ar,r11/\:.:' • •
1)
i
res1
ic)
For :
khe..
4)
,
G) :
STANDAf :(TES:
NE BASIN
SE BASIN
3' MIN.
nIckke.rioAS 5c)M be. \A co
CONS t95, and as amended.
pAistiy1 shoiin in ihe plans o,r e. mpproxinlake. "The. Contractor &NIA be
e. or all underground utilities. Av utilitie_s shall be relocated prior
A' V toh roack and clraina
3) 1 3 Nc. is reciu.ired to ‘ack e. o, corAvIe-te set of *he. mi,proved road and drainage. flans
whenever cons is pro9ress.
r<ctor cl c discrepeancies be ?tans anct edskn conditions evIcoval
- A ;or Sin 11 \rnrneck‘a-kel notic the. Desi3n en. anel the Spok(ane. Cou.nt Eng■ne.er's
6 AM0 co 4545 or al:Trove-A equivalent) between
'vckrre.k 0,vIck f washed dra.inroek between the. washecl enrock and the na.tive. soils.
• (LonsAruction, -One. Covykra.c.-tot- is resfonsibte... or ulacke.rgrou.vul kAA it ies .
CoX • • ••, \ocation Se.rvice. 456-800o before j& A‘3.
_71
ELEV. 2.082.. 34
eie
LEGEND
Existin Grou,nd Contour
Future Draina 01/4Sin BO■Anciary
Drainage Basin BotAndoor-
DR7WELL
5F'IKE IN ANCHOR POLE
SE CORNER or 81il AVE, 4 'KER ROAD
POND : SECTION DETAIL
NOT TO .SCALE
DR:AN/ELL GRATE:
r 0 NOD FLO0R,
once with -1-he. "SPOK.NRE COUNTY s Fog
!DRAWN BY
!CHECKED BY
8Ae.K AND SIDES "z08 rry4o
To BE /1161(Eg "I) W'4 riNvEMETAr sce
L NE Po'jo WITH GRA5.5 .500
To 5 FloKAME COUNErY 5 IAN 0AP-05,
-SHEETS E3 -1 AND 5- 5, FoR DR CO k.i.:C.TIONI
WRAP 111E DT'/ELL AND GRAVEL ENVELOPE
FILTER. FABRIC , Amoco 454'5 on EQUIVAI.
PE 500 TO LID of DRYWELL.
SHORT PLAT 1104-96 Lot 1, Pheasant Park )
SHORT PLAT 1105 - 96 ( Lot 9, Pheasant Park )
DRAINAGE MAP
NE 1/4 OF SEC.19, T. 25 N., R. 45 E. W.M.
Founded 1946
mpson, Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N. 909 ARGONNE ROAD, SPOKANE WA., 99212-2739
PHONE (509) 926-1322 FAX (509) 9E6-132:3
DATE PROJECT NO. DRAWING NO. - 1 i DATE 13320 iiF 1
13319