HomeMy WebLinkAbout2004 - October Preliminary Plat10' UTILITY_
EASEMENT
6"
50' R/W
- co
22'
- 12' 2' 11' 11' 2'
4FS/W
6 S-1 ASPHALT i TYPE 0 2-()%— �
12'
MODIFIED
8' MIN. STABILIZED SUBGRADE MIAMI CURB
COMPACTED TO 987E MAX DENSITY Jr UMEROCK OR COQUINA BASE
PER AASHTO T-180, FOV -50 (MIN.) COMPACTED TO 98% MAX. DENSITY
PER AASHTO T-180. LBR-100
TYPICAL ROAD 9CC110N
10' UITIUTY
TANGENT
CHORD
EASEMENT LINE
BEARING
DISTANCE
L 1
S 89'59'20"E
163.44'
L 2
S 89'46'22"W
163.44'
L 3
S 00'03'43"W
21.59'
CURVE
DELTA ANGLE
RADIUS
C 1
14'20'30"
225.00'
C 2
42'33'00"
200.00'
BARBER STREET
80'R/W
a2
\ ;* I I
2657.74'PLAT c �
M------------------------------------------------------26582'ME'AS--------------------------------------------------N•--
o89'"SrE 1329.00' N �'
N 89'44'33"E 1329.02' _ _ _ _ — 26=59.40'SRDD N - - - - - - - - - - - - - - -
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_ _ __ _ TTT
-71
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---------------------------- --
S 89'59'200E 1334.29'0; L1 1170.84'
' HT F WAY I`
o SEBASTIAN RIVER DRAINAGE DISTRICT 100 CANAL RIG_ 0--___- u0i
_I --_-_------_---_
-_-_-
W ______________ \L- - S 89'59'20"E
08
2667.80 SRDD
2668.57MEAS
N N
dap v
M N
rz n
N N
ARC
TANGENT
CHORD
CHORD BEARING
56.32'
28.31'
56.17'
N 12'38'58"W
148.53'
77.88'
145.14'
N 21'12'47"W
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TRACT AREA USE
TRACT A
37.75 AC STORMWATER kt4W,16f
TRACT 8
0.33 AC STIR
TRACT C
0.31 AC
TRACT D
0.35 AC
TRACT E
069 AC
TRACT F
0$ AC
TRACT G
0 311 AC
TRACT H
1.40 AC REGI Aft lam!►
TRACT J
0.02 AC LIFT STATION
TRACT K
0.02 AC LIFT STATION
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SITE INFORMATION
OWNER / APPLICANT
HENRY FMIER
HENRY FISHER do SONS
PO BOX 780068
SEBASTIAN. FLORA► 32978
PHONE: 772-SOO-3159
ENGINEER OF RECORD I.
AARON J. BOWLES. P.E. JIM313
MoSlBY and ASSOCIATES. INC.
2455 14TH AVENUE
VERO BEACH. FLORIDA 32960
772-569-0035
SURVEYOR
DAVID M. JONES. PSM
PROFESSIONAL SURVEYOR & MAPPER
3899 JIMI Sf
VERB OWN. F1s09A 32960
PHONE, 773-567=9875
ZONING
RS -10__�
LAND USE
LDR
SITE DATA
TOTAL 991M - 113.49 AC
TOTAL NO. OF LOTS - 134
DENSITY - 1.18 UNITS PER ACRE
CONSTRUCTION SCHEDULE
START COMIRUCTM
END CONSTRUCTION
PERMITS REQUIRED
INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT
INDIAN RIVER COUNTY UTILITY PERMIT
S.J.R.W.M.D. 4OC-42 STAN WATER PERMIT
S.J.R WiC.D. QjtA K#QE CONNI:CTION PERMIT
FLIED WATER 600OUTON piRMIT
SAT C®LJ.ECTION PERMIT
FOEP NM- r- OF INT9N1
CITY OF SEBASTIAN SUBDIVISION APPROVAL
SEC 30, TWN 31 S, RNG 39E
ZONING: RS -10
LAND USE: RESIDENTIAL
ZONING: A-1
LAND USE: R
ZONING: A-1
ZONING: A-1 LAND USE: R
LAND USE: R
ZONING: A-1
LAND USE: R
C.R. 510
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SCALE.- NOT TO SCALE
PROJECT DESCRIPTION
THE PROPOM PMECT IS A 134 IAT RESIDGMUL
PLANNED UNIT DEVELOPMENT. THE MINIMUM LOT SIZE IS
95' x 135' , 13 S.F ). THE SUBI�I4NSION
WILL ACQ(111N 'fE SINGLE FAMILY REST
(APPRO)UMATELY 2,500 S.F.)
FLOOD ZONE
THE SUBJECT PROPERTY IS LOCATED IN FLOOD
ZONE 'X' PER F I.R M. PANEL No. 120 61 C 0087
E AND 120 61 C 0090 E. DATED MAY 4. 1989.
WATER S00RC
INDIAN RIVER OWN YY UTILITIES WATER MAIN
SEWER
INDIAN RIVER UTILITIES SEWER FORCEMAIN
TAX PARCEL I.D. _ NUMSIER(S)
30-31-39-OIIA00-5000-00001.0
30-31-39-00000-3000-00002.0
SITE �A. Q,Q_R_ESS
0 5 jIft. AVENUE
SEBASTM, . FLdRIDA
TRAFI✓ -.TAT -T
ADT- 134 LO x 10.1 TMOS/LOT=1354 TRIPS
SETBACKS
FRONT K 25'
.
REAM'+sot! SKS = 120.
MAXIMUM BLDG. CGVERAGE - 30%
MINIMUM OPEri SPACE - 50%
LEGAL DESCRIPTION
THE NORTHEAST 1./4. OF THE SOUTHWEST 1/4.
EXCEPTING THE WET 5 IN SECTION 30,
TOWNSHIP 31 5111. ALL OF SAID LAND
LYING AND OEM- IN IN f10ttiLNTY, FLORIDA.
THE SOUTH, QF '1?W@ N@rT OF
SECTION iP 31 Somi 39 EAST.
1NOIAN TH
FLQR16A. LESS E EAST 35 FEET
THEIEiE01" FSR IFIT OF NtAY.
DIRECTION OF FLOW
FABRIC
CKFILSILT-BARRIER
(FABRIC FENCE)
TRENC 1 —
TOE IN FLA
SODDED SLOPE -7 1 ( bI
EXISTING GRADE
TOE OF SLOPE
--►I I--- VARIES
FABRIC FENCE SILT -BARRIER
TWO (2) Y X
JGH EACH
BALED HAY SILT -BARRIER
PERIMETER EROSION AND SEDIMENT CONTROL
NOTE
' IS REDURED TO PREVENT ANY s TRANSPDRT FROM TlIE PIIOJECT
It
SRET"ADJAICENT PROPiRfY. war TRMi OF EBIiER BW.ED NAY OR FABRIC FENCE
TYPE SILT BARIaER IS AccEpTAeLE TlERER wast REMABi w PLACE UNIIL UPLAND
VEGETA,IONN IS ESTABLISHED.
Z. BEFORE REMMM SILT BARRIERL, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY
ACCUMWITED SILT.
.TNIS
TYPICAL LOT Q"I®IM0 PLAN TYPICAL LOTf: PLAN
OLti LOT FRONTING ON ROAD ILTL
, STORMWATER TRACT
- - LOT BACKING OMT, _
STORMWATER TRACT
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NML - 17.5 (32.72 AC -1
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NML - 17.5 (32.72 AC -1
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85100 _ 86t00 +_ 87100 i 88100 I 89t00 90100 I_ 9100 I 100 1 93t00
88.05' 39 1' 70.00 95.00 95.00 95.00 95.00 70.00 39 70.00' 95.00 _ 95.00 95.00 95.00' 69.31 39
I 58 59 60 I i 61 62 63 7.2 7.3 7.4 75 N 7.6
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3,500 SQ.
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95.00' 95.00' 95.00' 208.25' opo
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