HomeMy WebLinkAbout1990 - (#6) Chesser's Gap Preliminary PlanI 1213.33'
50' DRAINAGE RIGHT-OF-WAY N 89042'34"E
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i
i
LINE
DIRECTION
DISTANCE
L1
N
38010'37"
E
98026
2
S
51849'23"
E
103.95
L3
N
38*10*39"
E
135.118
L4
N
38010'37"
E
80.00
1_5
N
38010137"
E
90.62
LS
5
51849'23"
E.-.
68.23
47 :
5
'69'59'
49"
E
59.21
L8
5
51a49'23"
E
44.00
L9
5
51049'23"
E
44.00`
L10
S
71049'23"
E
31.80
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
C 1
20000' 00"
700.00
244.35
C2
20000,00"
740.00
258.31
C3
20000' 00"
780.00
272.27
E4
11 ° 00' 00"
600.00
115 . 19
C5
11 °00' 00"
640.00
122.87
C6
I 1 0 00' 00"
680.00
'13 0.55
GAPSUBDIVISIONCHESSER,S
PRELIMINARY PLAT
(COLLIER WATERWAY)
SEBASTIAN HIGHLANDS UNIT 6
ZONING RS-10
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D
`� mower o•- uwir •
0 100 200 300 400 14 3
rKe—»awiuos ulU •
SCALE: 1" = 100'
LOCATION MAP
I'
® - DENOTES PROPOSED P R. M.' S
O - DENOTES PROPOSED P.C.P.' S
DESCRIPTION
The Northwest one -quarter of the Northeast quarter and the West one
half of the Northeast one -quarter of the Northeast one -quarter of
Section 13, Township 31 South,, Range 38,East, all lying Southerly
of right-of-way line of State Road 512.
SURVEY NOTES
1. ELEVATIONS SHOWN REFER TO U.S.C.& G.S. (1929
DATUM), NOW N.G.V.D.
2. 13ENCHMARK = CENTERLINE OF GEORGE ST. ac
DYKE AVE., ELEV. = 19.4-6.
3. SURVEY PERFORMED BY JAMES A. FOWLER LAND
SURVEYING CO.DATED DEC. 16, 1985,
REVISED 05/31 /90.
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