HomeMy WebLinkAbout1990 - (#33) Mining Plan Phase III.,:-.-oer. ,.. �,' : m �. .nY+iM1.9.1!F � +r'!�+,^F.°�i'•1MN'a^`T ery. c.. r. r .�.:..... .... «. fi _.n,•• .. w^ ,r•- r - -- — F +:;ww..«�.,^++..,
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INDEX OF SHEETS
-
if COVER SHEET
2. PHASING PLAN
3. PHASE III MINING PLAN
4. TYPICAL CROSS -SECTIONS
x •
RECLAMATION PLAN A
«,6. RECLAMATION PLAN B
HM Masteller & Moler .Associates, Inc.
M CONSULTING ENGINEERS LAND PLANNERS
Post Office Box 781045
Sebastian, � ri a 3291045 /� /� � Ph. (407)-589-4800
a
. STANLEY F. K"FJE"L9.4/ P.E. FL, *41997 RECEIVED 1990
SITE DATA
1. EXISTING ZONING ... RM-8
2. PHASE III AREA 713,700 SF
3. OWNER SEBASTIAN GENERAL PARTNERSHIP, BFT
C/O Dj. HENRY A. FISCHER
P,O. OX 780068
SEBASTIAN,:FLORIDA 32978-0068
(407) 589-7026
DESCRIPTION (ZONE.*B")
A PARCEL OF LAND SITUATE IN SECTION 17,..TOWNSHIP 31SOUTH,
RANGE 39.EAST, INDIAN RIVER COUNTY, FLORIDA. BEING THE WEST
HALF OF THE SOUTHWEST'QUARTER AND'ALSO THE SOUTHEAST -QUARTER OF
THE. SOUTHWEST QUARTER OF THE NORTHWEST QUARTER LESS THE WEST
120 FEET 'OF THE SAID;WEST HALF AND THE NORTH 120 FEET OF THE
WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND
THE NORTH .120 FEET.OF THE WEST 180 FEET OF THE EAST HALF OF THE
NORTHWEST,: QUARTER OF THE SOUTHWEST QUARTER 'AND THE WEST` 180
FEET AND THE NORTH 120 FEET OF THE SAID SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER OFTHE NORTHWEST QUARTER THEREOF, LYING
WEST OF THE FOLLOWING DESCRIBED LINE:
COMMENCE AT THE SOUTH LINE OF THE SAID SOUTHWEST QUARTER OF THE
SIAD SECTION 17 AND THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE
FLORIDA EAST COAST RAILWAY (100'R/W); THENCE S 89 DEG 35'01" W.
ALONG THE SAID SOUTH LINE, FOR A DISTANCE OF 73.00 FEET TO THE
POINT OF BEGINNING AND A POINT OF CURVATURE OF A CURVE, THRU
WHICH A RADIAL LINE' BEARS. N 75 DEG 05'13" E., CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 260.11 FEET; THENCE
NORTHWESTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE, THRU A
CENTRAL ANGLE OF 75 DEG 30'12", A DISTANCE OF 342.77 FEET TO
THE POINT OF TANGENCY; THENCE S 89 DEG 35'01" W FOR A DISTANCE
OF 275.39 FEET; THENCE N 00 DEG 24'59" W A DISTANCE OF 60.00
FEET TO A POINT OF CURVATURE OF A CURVE. CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET AND A TANGENT
BEARING OF N 89 DEG 35'01" E; THENCE NORTHEASTERLY AND
NORTHERLY ALONGTHE ARC OF SAID CURVE, THRU A CENTRAL ANGEL OF
90 DEG-00'00", A DISTANCE OF 39.27 FEET TO THE POINT OF
TANGENCY; THENCE N OO DEG 24159" W A DISTANCE OF 50.53 FEET TO
A POINT OF CURVATURE OF A CURVE. CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 370.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF
SAID CURVE, THRU A CENTRAL ANGLE OF 21 DEG 23'44" A DISTANCE OF
138.17 FEET TO THE POINT OF TANGENCY; THENCE N 21 DEG 48'43" W,
A DISTANCE OF 2349.38 FEET TO A POINT OF CURVATURE OF A CURVE,
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 68.00 FEET, THRU WHICH
A RADIAL LINE BEARS S 04 DEG 22'01" W; THENCE ,NORTHWESTERLY
ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 127 DEG
38'31", A DISTANCE OF 151.49 FEET;'THENCE N 21 DEG 48'43" W, A
DISTANCE OF 631.07 FEET TO THE NORTHLINE OF THE SAID SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
SAID SECTION 17 AND THE POINT OF TERMINATION.
CONTAINING 75.63 ACRES MORE OR LESS
ALL OF THE ABOVE DESCRIBED LANDS SITUATE IN INDIAN RIVER
COUNTY
I � '
37
G /L SON AVE.
29 30 31 V 33 34 35 36
2726
f r
i
4.
+� _ a�gt, gyp„ i:'� .t. fr•' 1 �fq. (` 1 i D.
s,. ...�:�j., .�.. .i s'r`'eR•, rvf. �y4j, if.?r ,s .sa `i� � r'M 1� -
25 PHASE
L5. '` .�'Fr �' A 5. t 1 ,.� 6' y5^ - •.� �� ^,`.'�M'"'}:Sl k i 1
AS PERM17
/�4 J a.'
23 PROPOSED
22
q
y +?'" {"r^•�-' s, ;. fir; t ti : ' k
21
i3'� � '�, is at •�l'^•' +4.''?•`<x ,�`• r� aA't� y
t '_'^ iJ' a A•� ''s p„
20
19
20
,9�` `fit, yx• A,�. -`'.° vs$ r � ,
21
l8
/7 1711
�
22
24
23
16 16
26
15 15 25
27
14 _ 14
28
i
73 i 13 30 29
CAPPOL [AN-C
41
' Q
12 12 I 32
V31
__j
1l 1l 33
PHASE 17
10 ro 34 AS PERMI TTEL
GLtIB CDURT
36 35
9 9
v i 8 8 37 38
Q 39
v 7 7
44RE00 CANE
6 6 42 40
41
5 5
'Lk46
McNSi4 AVE. 4 4
3 � 3
I
I
�J ( 2 2BEACH LANE 52 53 54 55 56 5
I / �
65 " DRA/NA6E R. O. W. E
J L
aeldlAN AVE. VT
tiI
M Masteller & Moler Associates, Inc.
M CONSULTING ENGINEERS LAND PLANNERS
DESCRIPTION DR/APP Post Office Box 781045
REVISION Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN
Lp
2A
3 `
2
t
NOTE
THIS -PHASE
IS_.. -TO'.- ACCOMPANY VICKERS, GROVE
SUBDIVISIONNPRELIMINARYLPLAT AND CONSTRUCTION PLAN.
20 2
1
LIMITS Of z6ME-6 19
(TYPICAL)
IT ��
16 TRACT"A'
\
4/3 12 11 10 9 8 7 6 5 4 3 2 1\
h
W
Z
v
INING PHASE PLAN
FLORIDA
200
'iftle to of doeuments nshieh boa the aopp of
of NosMla t Nota Associates, Inc. is vested
soWy In NostMlr ! Nola Anoclatm Yne,
Then documents we prevlded to the owner eelely
M eonneetlon wft fhU pro}ct Any other use
or rouse of then documents or any npreduetbn
ditoay; We. or other dispoeRbn of these
doewments by anyone is eegresely prohlblted "Rh —
out consent of Nesteaer t Nola Ass000bttee, kw -
pursuant to the Federal oopyW lays.'
GRAPHIC SCALE
0 100 100 400
STANLEY F.s
( IN FEET )
1 inch = 200 &
DRAWN tJ ILA Al
CHECKED 5 . F• M•
DATE 2 / 46,
SCALE
SHFiT .2` OFiir'(o
IEL , P.E. FL,'*. 41 90l'i DWC Na $q5S
b. PROPOSED HOURS OF OPERATION WOULD BE BETWEEN 7:00' AM
TO SUNDOWN,,MONDAY THROUGH SATURDAY.
C. THE TOTAL ESTIMATED SOILS EXCAVATION IS CU
YDS. (IN PLACE) .
d. METHOD OF EXTRACTING AND PROCESSING THE EXCAVATED
MATERIAL WILL BE BY ORDINARY EARTH MOVING EQUIPMENT AND A
DRAGLINE IF REQUIRED.
e. OPERATING PRACTICES PROPOSED TO MINIMIZE DUST AND AIR
CONTAMINANTS WILL BE BY GRASSING AND WATERING THE STRIPPED
SITE.
f. RECLAMATION PLAN FUTURE RECLAMATION OF THE SITE
WILL BE BY DEVELOPMENT OF A PLANNED RESIDENTIAL COMMUNITY
TO INCLUDE ROADWAYS AND LANDSCAPING._
q. EROSION.CONTROL PLAN -'EROSION WILL BE CONTROLLED ON
SITE BY THE CONSTRUCTION OF THE SANDMINING EXCAVATED
BASIN. THERE WILL BE NO 'OFF SITE DIRECT DISCHARGE OF
WATER FROM LAKE.
4. ALL SAND MINING OPERATION SHALL BE IN !STRICT ACCORDANCE
WITH THE, CITY OF SEBASTIAN'S LAND DEVELOPMENT CODE, SECTION
20A-5.19.
5. ALL OTHER CONDITIONS AS APPROVED BY THE CITY OF SEBASTIAN
FOR PHASES I AND II SHALL BE APPLICABLE FOR PHASE III
EXPANSION.
1. 11 t► / `
II
22 W lL
17 17 24 PHASE T
23
ESTIMATED VOLUMES = 1,310,000 cu. yds.
nn IIVIN P
A
V
3-2to-90
R V1sE-o
m Masteller & Moler. Associates, inc
p -
M CONSULTING ENGlNEERS LAND PLANNERSNO.
dAPP
Post Office Box 781045
DATESUBDIVISION
DESCRIPTION
DR
REVISION
.
,..
Sebastian, Florida 32978-1045 Ph. 407-589--4800
C , ,I
SEBASTIAN FLORIDA
x
'Title to al doa+mnts ~ bow the cope M
of MadoW & Mokr Asssebtem, bm Is vested
.dry in Mestmw ! Mrer Asommow. ,w-
These doartnanto we Imew to the eener .rry
ti ewrnctlon rlth this project. Any other use
or Isuse of these documents or any nproAretion
ne�� do s by anyone prah6eillh—
wt eamesnt of Masteow ! Mao Asaoclates. YK
pursumt to the Fedim oopAW lay.-
STANLEY F. MAY
GRAPHIC SCALE
100 200
( IN FEET )
I inch = 100 ft.
P.t. FL9 t 419 9
CHM(m S • F. M -
DATE Z/yo
_V iz9
SCAB "' s ,00'
MmT 3 of 6
bwc Na ,� 8933
N0. DATE DESCRIPTION DR/APP ; %*aiBDMSION
Post Office Box 781045 + .
REVISIONS Sebastian, Florida 32978 -1045 (407) - 58S - 4800 SEBAS11AN
r
PHASE III EXCAVATION
VOLUME
AREA AVG. AREA VOLUME
SECTION SO. FT. SO. FT'. DISTANCE CU. YDS.
A -A 20,4715 100' 38,842
200' 1y7j 6
B-g
i
2000
C-C
i
200 •100,
i
E-E 7,920 ! S00' 73,333
7,890' 200' 58,444
i
F-F 7,860 140• 20,378
TOTAL ESTIMATED CU '. YDS . 1'029, 213
6:1 UK SLUF't5
FLATTER
PREFERRED SPF_CiF.S LIST --
. Cordgrass_ 15partlna bakerll PLANTING ON X-5' CENTERS
Soft Rush tJuncus offususl
Arrowhead tSagittaria lancifollal
Ceetns Lily Minns fijl�cide+
Pickerelweed 1Pontederla cordstal ,
LITTORAL ZONE CREATION
Environmental Services Inc. (Typleal Cross Section)
•Title to all document• which .ear the copyright
or Was
A polar Aaeoefstu , Inc. is •eetN
solely in sUatel ley A tiler Asaoctat••, Inc.
1Tese documents are provided to the owner
a0
1e1y in connection with this project. Any
Ol hdr use Or reuat or thee* documents or any
reproduction display. salt, or other disposition
or these documents by anyone to expressly
prohibited without consent of Mestaller A
Puler Associates. Inc. pursuant to the ►Nerd
copyright I"
FLORIDA
STANLEY F. M
i
�/za/tea
D, P.E. FL, #41997
DRAWN
t/ c% Al-
CHEC(ED
S. F M.
DATE
Z / y4
W.O.
/ --
SCALE
4.s
SHEET
4 OF
DWG. NO. 8'2) 3_=>
1
.._-.T-m.-s....r.,__.
-�--r ..-r-T. ,.-r-,--r
........-
..
■ tl
( IN FEET )
1 inch = 100 ft
/ Z /90 .t�� vi 5 E� ORAi.V.QGE EASEME�/T'
NO. DATE DESCRIPTION
REVISION
I�
\
II
J t5v-J) Ul W
M Mastelier & Moler Associates, Inca
IVI CONSULTING ENGINEERS • LAND PLANNERS
J. N/SFM
DR APP Post Office Box 781045
Sebastian, Florida 32978-1045 Ph. (407)-58974800 SEBASTIAN
00
00
0�
4 7
0
A
2.
i = 0�
9
v i �
25p� ` Q71,
a
T
C) e
0 0
0
23 •p
20'
zp
i
V\ /l 5 4 00 / \
\ .
f � \ 23.c7— \
A
Zp.S y °D
2-30
Sr" 20 \
�05
s- PL4- i 9 L2 C 1j,21 3
rLZ.9 ''r -- ---- -- -
-w 2.0.5 ^ 4�0
_ _ 2_a P� _— g 8
W�89635'01" E-275.39I,' — \
z0 z0.5 zo 5 ��'� o0
ZOS
C.3 0
zo \
2645.30"
LINE TABLE
LINE
DIRECTION
DISTANCE
L1
S 00'24'59"
E
_
50.53'
_
_ L2
L3
N 89'35'01"
S 00'24'59"
E_
E
— --- 0 50' —
60.00' ,
CURVE TABLE
CURVE
i RADIUS
LENGTH_ —]
TANGENT I
� BEARING
DELTA
—_
C1
—�
25.11'
39.64'
25.31'
_CHORD
35.65'
N 44'46'47" E
90'27'41"
_
_
C2
_
370.00' —
138.17'
137.37'
_
N 11'06'51" W
21'23'44"
C3 — —
— 260.11' —_-- _
342.77' -- ----
_69_.9_0' _
201.41' _ _
318.50'—
---N 52'39'52" W
_ 75*30'13"
- ��CLA�IiATI®�V PLAN �
for
'Title to all documents which bear the copyright
of Mastelier k Moler Associates, Inc, Is vested
solely Mastelier Ac tee, Inc:
Thsee documents are provided to the owner solely
pm t. An
in connection with this probct. Any other use
n
or reuse of these documents or any reproduction
display, sale, or other disposltion of these
SUBDIVISION
documents by anyone Is expresslyprohibited' with—
out consent of Mostelier k Moler Associates, Inc.
pursuant to the Federal copyright law.'
law.
FLORIDA
S/t-\ ��
STANLEY F. M,
DRAWN
C .,2. {_ ,
CHECKED
!S. P-. M .
DATE
10 — S-25
/v1
W.O.
34'
SCALE
I" a I�
SHEET
6 OF �p
E L D P.E. FL, 0� 419 9 7
DWG NO. a9-�3
—
.. , . , .., ...,�,. ,� ., _ � ., m-�-,--, ,., ,�.:,.,:�,as-.,,4-gin ;. �� .. . ,. � -,... •� . .. :..
1 .
i
N
LOCATION MAP
r7LAN::.
$"«ti 211�
A silo �*mwmift
JNDEX OF SHEETS
1. COVER SHEET
2. PHASING PLAN
3. PHASE III - MINING PLAN
4. TYPICAL CROSS -SECTIONS
M Masteller & Moler Associates, Inca
M CONSULTING ENGINEERS LAND PLANNERS
Post Office Box 781045
Sebastian, Florida 32978-1 45 ��� �-�j Ph. (407)-589-4800
j
j
. STANLEY F. MAYFIELD, P.E. L, 44,1991
�i
__
........
SITE DATA
1. EXISTING ZONING ... RM-8
2. PHASE III AREA 713,700 SF
3. OWNER SEBASTIAN GENERAL PARTNERSHIP, BFT
C/O DR. HENRY A. FISCHER
P .O . BOX 780068
SEBASTIAN, FLORIDA 32978-0068
(407) 589-7026
DESCRIPTION (ZONE "B")
A PARCEL OF LAND SITUATE IN SECTION 17, TOWNSHIP 31 SOUTH,
RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. BEING THE WEST
HALF OF THE SOUTHWEST QUARTER AND ALSO THE SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER OF THE'NORTHWEST QUARTER LESS THE WEST
120 FEET OF THESAID WEST HALF AND THE NORTH 120 FEET OF THE
WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND
THE NORTH 120 FEET OF,THE WEST 180 FEET OF THE EAST HALF OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND THE WEST 180
FEET AND THE NORTH 120 FEET OF THE SAID SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER OF THE NORTHWEST. QUARTER THEREOF, LYING
WEST OF THE FOLLOWING DESCRIBED LINE:
COMMENCE AT THE SOUTH LINE OF THE SAID SOUTHWEST QUARTER OF THt
SIAD SECTION 17 AND THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF TH8
FLORIDA EAST COAST RAILWAY (100'R/W); THENCE S 89 DEG 35'01" W;
ALONG THE SAID 'SOUTH LINE, FOR A DISTANCE OF 73.00 FEET TO THE
POINT OF BEGINNING AND A POINT OF CURVATURE OF A CURVE, THRU
.WHICH A RADIAL LINE BEARS. N 75 DEC 05'13" E., CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 260.11 FEET; THENCE
NORTHWESTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE, THRU A
CENTRAL ANGLE OF 75 DEG 30'12", A DISTANCE OF 342.77 FEET TO
THE POINT OF TANGENCY; THENCE S 89 DEG 35'01" W FOR A DISTANCE
OF 275.39 FEET; THENCE`N 00 DEG-24'59" W A DISTANCE OF 60.00
FEET TO A POINT OF CURVATURE OF A CURVE. CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET AND A TANGENT
BEARING- OF N 89 DEG 35'O1" E; THENCE NORTHEASTERLY AND
NORTHERLY ALONGTHE ARC OF SAID CURVE, THRU A CENTRAL ANGEL OF
90 DEG 00'00", A DISTANCE OF 39.27 FEET TO THE POINT OF
TANGENCY; THENCE N 00 DEG 24159" W A DISTANCE OF 50.53 FEET TO
A POINT OF CURVATURE OF A CURVE. CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 370.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF
SAID CURVE, THRU A CENTRAL ANGLE OF 21 DEG 23'44" A DISTANCE OF
138.17 FEET TO THE POINT OF TANGENCY; THENCE N 21 DEG 48.43" W,
A DISTANCE OF 2349.38 FEET TO A POINT OF CURVATURE OF A CURVE,
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 68.00 FEET, THRU WHICH
A RADIAL LINE BEARS S 04 DEG 22'01 W; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 127 DEG
38'31", A DISTANCE OF 151.49 FEET; THENCE N 21 DEG 48'43" W, A
DISTANCE OF 631.07 FEET TO THE NORTHLINE OF THE SAID SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
SAID SECTION 17 AND'THE POINT OF TERMINATION.
CONTAINING 75.63 ACRES.MORE OR LESS
ALL OF THE ABOVE DESCRIBED LANDS SITUATE IN INDIAN RIVER
COUNTY.
CONCORO AvF•
42 43 \
41
40
F7
I- W 39 I /
38
I - -
zD
14 /4
30
M90 28 � 5
2
CAPPOL Z AV-c V
lu
w
12 12 32
31 23
I1 /I 33
PHASE I
10 to 34 AS PERMITTED
CLUB COCIRT 36 5 3�}
Z� /
i
NOTE:
THIS MINING PHASE PLAN IS TO ACCOMPANY. VICKERS GROVE
SUBDIVISION PRELIMINARY PLAT AND CONSTRUCTION PLAN.
9 9
W j 38 20 2 ,
8 8 37
Q
39
v 7 7
LIMITS OFZME"13' tg
(AREOO LANE 40 (TYPICAL)
6 6 7F42
17
5 5
44
_j
/yENSH .avE. 4 4 43 45 ' 16 T2AGT'A'
3 3 15
I 46
48 —
__J1 2 2 47 —
_j52 53 54 55 56 57
0EACH LANE \
49 50 51 t4 !3 !2 11 10 9 8 7 6 5 4 3 2 I \
M Masteller & Moler Associates, Inc. for
i
I�/I CONSULTING ENGINEERS LAND PLANNERSOWE
DESCRIPTION DR/APP SUBDIVISION
N0. DATE Post Office Box 781045
REVISION
Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN
FLORIDA
GRAPHIC SCALE
200 0 100 100 400
'1Poo to of doa,nonto .Md bow 1H oopyAOt
of Noetelr t teoler Associates. be. Is wted
solely F wakaw & teo1m As.etatee. Fc
These deaana•tp ore p.aW.d to tM owner ootely
In oonnoe!fen .tP 124Y preJ.et. Any effor .w
or race of tt.e.. deaanrh r "+y reoroeuetlon
dbplay. walk or efrr dgomm" of 0
deermate by eryam to .a.., y peNeRee .Rh-
wt owgo t of West~ t Wor Awee"ok .K.
pursuant to tre Fedw eeryllo t {N.-'
F
( IN FEET )
1 inch = 200 fL
800
0
DRAWN [/. [/. f,/•
CHECKED 5 . F• M
DATE Z/ 370
W.O. 1247
SCALE / " = 200
SHEET 2 OF ¢
STANLEY F.. MA FIELD, .E. FL, f41997 DWG NO. 8y_S2-_.
f
BENCHMARK
R.R. SPIKE IN POWER POLE 60' ;- WEST OF FEC RAILROAD ON NORTH
SIDE OF VICKERS ROAD CROSSING 1.7 MILE NORTH OF WABASSO.
ELEVATION 23.84' AS SUPPLIED BY.JAMES FOWLER LAND SURVEYING.,
3-2�-90 ,P-EviSc'D TOP OF 8...✓�
NO. DATE DESCRIPTION DR/APP
,REVISION
GENERAL,'NOTES
SURVEY.."� ` INFORMATION .. `PROVIDED .:BY. ' ...- S
`SURVEYING; DATED MAY '-4,•989;:
2. THERE ARE NO EXISTING 'SITE.-,'ANDSTRUCTURES.bN NO:AREAS bF ;
THE PkQJECT SUB3ECTED TO FLOODING.
3. STATEMENT OF OPERATION METHODS:
a. THE PROJECT' ' lh L BEGIN ONCE APPROVED :BY :TtIE CITY ...Op
SEBASTIAN.
b'.:., PROPOSED HOURS .OF OPERATION-VOULD BE BETWEEN 7:00 AM`
TO SUNDOWN, MONDAY;THROUGH SATURDAY.
C.' THE TOTAL ESTIMATED SOILS EXCAVATION IS CU:
YDS. (IN PLACE).
d. METHOD OF EXTRACTING AND...PROCESSING. THE`.:`£XCAVATED
MATERIAL WILL BE BY,ORDINARY EARTH 'MOVING ECUIPMENT AND%'� A
DRAGLINE IF REQUIRED.`:
e. OPERATING PRACTICES'PROPOSED TO.MINIM`IZE DUST:AND A:IV
CONTAMINANTS WILL BE BY GRASSING AND WATERING THE STRIPPED
j SITE.
{ f. RECLAMATION PLAN - FUTURE RECLAMATION OF THE SITE"
WILL BE BY DEVELOPMENT OF A PLANNED RESIDENTIAL.. COMMUNITY,'
1 TO INCLUDE ROADWAYS AND LANDSCAPING..
g. EROSION CONTROL PLAN - EROSION WILL BE CONTROLLEDON
SITE BY THE CONSTRUCTION OF THE SANDMINING. EXCAVATED
s BASIN. THERE WILL BE NO OFF SITE DIRECT DISCHARGE 'OF
WATER FROM LAKE.
4.1) ALL SAND MINING OPERATION SHALL BE 2N .STRICT ACCORDANCE
WITH THE, CITY OF SEBASTIAN'S LAND DEVELOPMENT CODE, SECTION
20A-5.19.
5.13 ALL OTHER CONDITIONS AS APPROVED BY THE CITY OF SEBASTIAN
FOR PHASES I AND II SHALL BE APPLICABLE FOR PHASE III
EX P NSION.
1
6. EXISTING SITE VEGETATION INCLUDES INACTIVE CITRUS GROVE,
NATIVE SEDGES AND GRASSES.
Z /
M aste er & Moler Associates Inc. i
M II
for
-�.to.��,.�.�t.
--
-
Or�cR OROVE
of Mo.tdl.r t Mwiw Am.ewl+S Inc. Y w.I
TM"' hmeW w &'"m)° r ow
o h.hmwjty
oo
.
CONSULTING ENGINEERS LAND PLANNERS
M
SUBDIVISION
doaim.nts h ��w b awmh prd&*" wQptk
.t > d... M. ,,., .�
to
G
B 7 810 4 5
�
GRAPHIC SCALE
( IN FEET )
i inch = 100 ft.
DRAWN
CHECKED
DATE Z/qO
A& V-h, /2-14
Post Office ox
FLORIDAS?ANLEY
Sebastian, Florida 32978-1045 Ph. (407)-589•-4800 SEBASTIAN 1 . 'AY�I
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PHASE III EXCAVATION VOLUME
AREA
AVG.-AREA
VOLUME
SECTION
-SO. F'T.
SQ. FT.
DISTANCE
Ctt . YDS .
A —A
20,975
100'
38,842
19, 9G5
200"
1 q?1 SS $
g—g=
�� l8,955 •
19,885
200'
z4?&
C — C
20, 8/5
^ - l6013¢2
200'
IZ1,05!
D—D
1/,870 _ .
100,
21,IS/
E—E
7,920
S00'
73,333
= 7,890
200'
58,444
F—F
7,860 -
i
140'
20,378
TOTAL ESTIMATED CU . YDS .
l029, 2/3
0
6:1 OR SLOPES
FLATTER
PREFERRED SPECIES LIST --
Cordgress. (Spartlna ba4l) PLANTING ON 3'-S* CENTERS
Soft Rust (Juncus effus"I
Arrowhead (Ssglttarla ls�clfollat
Ca-mna Lily (rwnns flArr"WRI
Pickerelweed (PontederlaI cordstal
LITTORAL ZONE CREATION
Environmental Services Inc. (Typical Cross Section)
DRAWN
CHECKED
5. F• M.
'Title to oll doc•w., s ics sear to* copyright
DATE
21 f0
Or Kam tellef t ltolef As.Inc. to vested
wlely to iWtel ler t bier bloc Ltts, Inc.
�7
(ij
Tne•e docweste sn p».Ided to tue owner
W0•
�2J
solely to conswctlsn wit\ title p"Ject. •ny
of hdr w•e or rows of these d•cwente or any
reproducttee display. sale.or other disposttlo
or these decwcots try s.70" 1. •tprto•1;
SCALE
�43 /VeTE6
Iron ibtt.d wItbout eensent of Ras"Iler t
SHEET
4 OF 4
tiler 1sewletee. tee. pnwsne to tUe Federal
copy*I tot Idw.-
STANLEY F.
YFIEL. a E. FL, 997
CWG. NO.
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S 89'slo'.e& "E /979.97
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CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY that the attached Hap of Survey of the hereon described
property _is ,True and - Correct to the best of my knowledge and belief as
surveyed in the field under my direction on /O - / — 90 . I further
-lV Certify that this survey meets the Minimum Technical Standards set forth in
Rule 21HH-6 adopted by the Florida Board of Land Surveyors, pursuant to
Florida Statute 472.027, There are no above ground encroachments other than
those shown hereon, subject to the qualifications noted hereon.
Dated this / day of OCrvB�-,- .19 90,
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Fl ida Registration No. 3�35
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SURVEYOR'S NOTES:
1. Reproductions of this sketch ore not valld unless
.� sealed with on Embossed Surveyor's Seat.
2. Lands shown hereon were not abstracted by this
office for Rights -of -way Easements of Record.
4.
Ownership . Abandonments , Deed Restriction, Zoning
�? Sel-backs or Murphy Act Deeds.
3. Legal Description shown hereon was provided by
the Client and/or his Agent.
\\ 4. There may be additional restrictions that ore not
shown on this Survey that may be found In the
' \ Public Records
N �, ZD
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`rE JAMES A. FOWLER
LAND SURVEYING COMPANY
BOL_�NDAR,Y1239 SOUTH U.S. HIGHWAY N° 1
TM P.O. BOX 1677 - VERO BEACH, FL. DATE REVISION
( 407) 562- 4744 32961 FIELD BOOK 90-/1 PACE &_3
SCALE : /'-/OD' DRAWING No- VT9-E'}
_ RECEIVED APP,, 1 51991 �