Untitled and supersedes the original plot of Pheasant Ridge Addition STATE
recorded in Plat Book A-9 ct Page 15 an August 14. 1992.
2. This plat shall conform with provisions of Resolution Na. 3186 CITY Of
of the City of Salina dealing with flood hazard areas.
3. Maintenance responsibilities for the drainage channel within Approve
the 25 drainage easement shown on this plot shall be Board
assumed by the owners of the abutting lots: Lots 5, 6, 14,
15 and 16 In Block 1. I. j-
4. A temporary turn around easement for street purposes on Quail =-
Hollow Drive is hereby dedicated to the use of the public. Upon
extension of a street beyond the limits of the temporary turn L-
NW CORNER OF SE 1/4-7 around easement, said easement is rescinded for use by the Attest:.
SE 1/4 SEC 17, public and full use and control shall revert to the legal property
owners.
REGISTE
xi STATE
COUNT)
Plc
on this
and dui
•
TEMPORARY CUL-DE-SAC LUNDBERG ESTATE FARM LAND
-i'� I ; I 'n
EL CHANNEL o BFE-4„�.J ' F' N89'22'277. 4W.0I .`°n
'y +20.01' °i" 1 116.36 A3.bS .I 8 0
1255.50 1257.8 1 1 • +• 30 p P a-j--- � I3 ` r 0N89222:' " Filing N
•6+15 T
I 33 1 33
T 16 ,I a 50'41 I 2 0 n 7
EL CHANNEL 1 R 1 j 0 o' ' ' -Ia ° S I�
1256.00 1 - I ,\,._ \ u
1255 1 - i n ',p„ 2`' BNtIDNG SrTBAq( _ , Y
•CURVE #1 DATA iD.9 0242W U', _-nG wr 6' 44.32' 110.00' 10 = P
o= 9D'-35•-,6• I I b. ce, ' QUAIL HOLLOW DRIVE
R = 95• 1 1 569'2^2.27.00'w o
T = 95.99• I 1 \ -0
L = 150.21' 25' U &D/T IF- 15 U; !e4.69
0= 60'-IB'-41' I I r, n
1 I I 5/7 \�/ 50.61. 6.31' 68.69' '05.00' o• `+!
fLOODWAY FRINGE fI t,II '1 I 9q}.. /P I
II ! , r Z5' BIIIIDING I SETBACK
1 I Ss9 14 �2.
EXIST. 20' U/E-.rill i -1,313. iti 13 8 12 II _S I
POWER POLE�1 ' /II /14 - b oI I - W
F.L. CHANNEL BEE .1, S
1257.54 1259.7, •I /r' 132.x0'
,/- 107,60' 1 75.00 1 85.00 1 H
I- J . $
90.00 E 75.00 75.30 I Q
TO
^+DRAINAGE CHANNEL- In
El
8 - 6 8 7 0 6 g 9 1C�I
of c• m1 6
PRESBYTERIAN MANOR � 1- - = 1 =
•
P - / 1 <w �- 25' BuILDING SETBACK r
i / cF' \3285' 75.00' 75.00 I 85.00'1 •
EL CHANNEL BfE
1258.69 1260, /-I CHUKAR COURT 589'2227.00"W 1°
2+15 r
1 _ ^P 33500' N
20 U/E 1\ \
1 d 1 m\ /32.33' 75.00' 75.00' 8900'
25'U &D/E-T I\`?/\�- 7966 - _- .- _ __
1 I �, \ .- 25'BUIL0ING MTHACK I
jg ` 5 D� S S I -8 p g RESTRICT
i I '° 5 G 3 E 2 7 n 8 /
EL. CHANNEL \ 90.00\ 75.00' ]5.00' ]500' 1 8500'
1260.00 3c 30' / i
- 0+� ti S89'2�2;'W
50'RIGHT-OF-WAY
tur S BEE 1261.6' DEDICATED THIS PLAT
1303.60'
E SW CORNER�A PONT OF-/L`-EXIST. DRAINAR,E L1.RAWF D STREET
U SEC 17 BEGINNING CULVERT
g 7145, R2W
SPIRE WITH WI. DISH AT CORNER ELMER PAULS
i GAS VALVE 39.9'NE
p SPA IN POWER POLE 49.8'SSW
••V SEWER MANHOLE 26.5' SSW
APPLEBY AND MARSH
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ARCHITECTS PA
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