HomeMy WebLinkAboutTemp Fence Location1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24
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15
13
N89°58'14"E 601.08'N24°32'11"W 625.48'
N24°32'11"W 1236.33'S89°56'21"W 499.81'N89°56'21"E
21.35'
S21°14'43"E 962.28' (P.I. TO P.I.)
S18°38'42"E 1000.86' (P.I. TO P.I)
18 19 20 22
25
DS-1
LIFT
STATION
DS-2
DS-6
DS-7
DS-8
DS-9
DS-10
DS-17
DS-16
DS-20
DS-19 DS-18
DS-15
SS-5
SS-4
SS-7
SS-8
DS-3
DS-11
340 LF 8" PVC SEWER
0.40% SLOPE
336 LF 8" PVC SEWER
132 LF 8" PVC SEWER
0.44% SLOPE
DS-21
SWALE
SWALE
SWALE
SWALE
SWALE
SWALE
595'±
120'±
G
C-5
0
6
D
C-5
0
6
ABC-506C-506Indian River Lagoon
Atlantic Ocean
137 LF
8" PVC WATER MAIN
192 LF 8" PVC SEWER
0.40% SLOPE
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
PROP. DOUBLE
SEWER SERVICE (TYP)
TYPE D CURB
TYP
OUANALAO SOUTH
PROPERTY LINE
OUANALAO NORTH
PROPERTY LINE
8" PVC WATER MAIN
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
FF EL = 7.5
341 LF 8" PVC SEWER
0.44% SLOPE
FF EL = 7.5
FF EL = 7.5
FF EL = 7.5 FF EL = 7.5
FF EL = 7.0 FF EL = 7.0 FF EL = 7.0 FF EL = 7.0
FF EL = 7.0
26 LF OF 6" PVC
WATER MAIN
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
PROP. SINGLE
SEWER SERVICE (TYP)
TYPE D CURB
MOD. MIAMI CURBTYPE F CURB
TYPE F CURB
TYPE D CURB
MOD. MIAMI CURB TYPE F CURB TYPE F CURB
TYPE D CURB
TYP
TYPE D CURB
TYP
PROPOSED 14,207 SF
OF ADS STORMTECH
CHAMBERS
140 LF 8" PVC SEWER
0.40% SLOPE
FF EL = 7.5
FF EL = 7.0
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
FF EL =7.0FF EL = 7.0
FF EL = 7.0
FF EL = 7.0
FF EL = 7.0
FF EL = 7.5FF EL = 7.5
FF EL = 7.5FF EL = 7.5
FF EL = 7.5
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1 CLUBHOUSE
1ST FLOOR
FF EL = 8.5
TYPE F CURB
TYPE F CURB
TYPE D CURB
TYP
TYPE F CURB
FF EL = 7.5
FF EL = 7.0
FF EL = 7.0
CONNECT TO EXIST. S/W
MATCH ELEVATION
DS-22
DS-23
1ST LEVEL
FF EL = 10.1
GARAGE
FF EL 8.1
RELOCATED
FIRE HYDRANT
EXISTING
FIRE HYDRANT
TO REMAIN
PROPOSED
FIRE HYDRANT
EXISTING
FIRE HYDRANT
PROPOSED
RELOCATED
SIDEWALK
FPL EASEMENT
(PER ORB 2640, PG 2402)
E
C-5
0
6
150'±
705'±
GATE
C-5
0
6
F
C
C-5
0
6
H
C-5
0
6
C-506ICOUNTY
PARK
PELICAN
POINTE
TREATMENT
PLANT
EXISTING 14" PVC RE
EXISTING 16" SAN. FM
EXISTING 16" WM
EXISTING 4" FM
EXISTING 8" GV
TOP OF VALVE
ELEV. = 2.73
EXISTING 16" X 18" TAPPING
SLEEVE AND VALVE
EXISTING 8" GATE VALVE
TOP OF VALVE
EXISTING 16" x 8" TAPPING
SLEEVE AND VALVE
EXISTING 2"
REUSE
MAIN PLUG
EXISTING 2" REUSE MAIN
EXISTING 2" REUSE MAIN
TOP OF EL
EXISTING 2" REUSE MAIN
TOP OF EL
ELEV. = 2.39
EXISTING 2" REUSE MAIN
TOP OF MAIN
EXISTING 16" x 8" TAPPING
SLEEVE AND VALVE
TOP OF VALVE
ELEV. = 4.98
EXISTING PUMP STATION
INV. ELEV. = 1.27
TOP = 7.12
WET WELL = 9.50 FEET DEEP
EXISTING 16" x 8"
TAPPING SLEEVE AND VALVE
EXISTING 14" REUSE
EXISTING 16" SANITARY
FORCE MAIN
C-5
0
8
J
C-5
0
8
L
C-508
K
SEASONAL HIGH WATER LINE
ELEVATION = 5.27'(NAVD88)
AS LOCATED NOV. 27, 2020
SEAWARD DUNE
VEGETATION LINE
MEAN HIGH WATER LINE
ELEVATION = 0.51'(NAVD88)
AS LOCATED NOV. 27, 2020
0' NAVD CONTOUR
COASTAL CONSTRUCTION
CONTROL LINE
RECORDED 09/15/88 IN
PB 26, PG 26.
COASTAL CONSTRUCTION CONTROL LINE
RECORDED 11/20/72 IN PLAT BOOK 16, PG 32
LINE OF CONSTRUCTION
CONSERVATION EASEMENT
(PER ORB 2424. PG 292)
CONSERVATION EASEMENT
(PER ORB 2424. PG 292)
90 LF 18"
ADS-N12
180 LF
8" PVC
WATER MAIN
MOD. MIAMI CURB
50 LF 18"
ADS-N12
45 LF 24" ADS-N12
77 LF 18"
ADS-N12
68 LF 24" ADS-N1267.5LF 24" ADS-N12
58 LF 18" ADS-N12
31 LF 18" ADS-N12
38 LF 12" RCP
E. INV = 3.7
W. INV = 3.6
66.5 LF 8" PVC SEWER
0.44% SLOPE
24 LF 6"
PVC WATER
MAIN
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
NOTE:
PROPOSED IMPORTED FILL
MATERIAL TO BE USED SEAWARD OF
THE CCCL SHALL COMPLY WITH THE
SPECIFICATIONS/CRITERIA OF
SUBSECTION 62-B-33.005(7), F.A.C.
NOTE:
EXISTING OVERHEAD POWER AND
CABLE LINES TO BE PLACED
UNDERGROUND.
(PENDING UTILITIES APPROVAL)
EXISTING FH
TOP OF FLANGE
STATE ROAD A-1-A15'BUILDINGSETBACK10'FPLBUFFER15'BUILDINGSETBACK10'FPLBUFFERC-506MTOP OF BERM = 7.7'
53 LF
8" PVC
WATER MAIN
153 LF
8" PVC
WATER MAIN
41 LF
8" PVC
WATER MAIN
457 LF
8" PVC
WATER MAIN
457 LF
8" PVC
WATER MAIN
166 LF 8" PVC SEWER
0.40% SLOPE
EXISTING FH
(4 FT AWAY FROM W PL;
±70 FT. FROM NW CORNER)
TOP OF BERM = 7.7'
TOP OF BERM = 7.7'
TOP OF BERM = 7.7'
TOP OF BERM = 7.7'
45.5 LF
8" PVC WATER MAIN
TOP OF
BERM = 7.7'
COASTAL CONSTRUCTION
CONTROL LINE
RECORDED 09/15/88 IN
PB 26, PG 26.
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
DS-24
145 LF
8" PVC WATER MAIN
REMOVE EXISTING 8" PLUG
INSTALL 35 LF OF 6" PVC
WITH FIRE HYDRANT ASSEMBLY
REMOVE EXISTING 8" PLUG
INSTALL 8" PVC WM
4" GV ON 4" PLUG
EXISTING 16" SANITARY
FORCE MAIN
EXISTING 14" REUSE MAIN
EXISTING 12" WATER MAIN
116 LF OF 4" DIRECTIONAL BORE
(STUBOUT TO WEST PARCEL)
4" GV
90 LF OF 4" PVC FM
16" x 4" TAPPING VALVE AND
SLEEVE WITH 4" GATE VALVE
4" GV
4" x 4" x 4" TEE
36 LF OF
PVC FM
14' GATE
CONTROL
PANEL
5 LF 18" ADS-N12
EXISTING 12" WM
EXISTING 8" WM
PROPOSED
FIRE HYDRANT
PROPOSED TEE
(SEE SHEET C-503)
PROPOSED TEE
(SEE SHEET C-503)210 LF
12" ADS-N12
200 LF
12" ADS-N12
PROPOSED TEE
(SEE SHEET C-503)200 LF 12"
ADS-N12
123 LF 12"
ADS-N12291 LF 12"
ADS-N12
25 LF 12"
ADS N-1284 LF 12"
ADS-N12
28 LF 12"
ADS-N12
DS-25 DS-26 DS-27
S S S
S
S
S S
S
1ST LEVEL
FF EL = 9.1
GARAGE
FF EL 7.1
DS-12
SS-1 SS-2
PROPOSED SILT FENCE
PROPOSED SILT FENCE
PROPOSED SILT FENCE
PROPOSED SILT FENCE
PROPOSED
SILT FENCE
SS-6
DS-13
DS-28
15 LF 8" PVC SEWER
EXISTING 8" PLUG
EXISTING 2" REUSE MAIN
PLUG; TOP OF MAIN
DS-4 SS-3
DS-5
MES INV = 3.6
34 LF
8" PVC WATER MAIN
17.1
'
25'10'10'
14.1
'24.7'24.7'24.6'CENTRAL AMENITY AREA
-TOTAL AREA = 5,627 SF
-IMPERVIOUS AREA
ALLOWANCE = 4,000 SF
10.2'14.7'8'10'
10'
12.8'10'12'12'12'12'
15'
16.1'
15'
15'25'25'49'25'14.7'
17'
36'15'7'10'11.4'22'
16'
18.5'10'5.4'4.8'8'10'
10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'10'
THIRD FLOOR DECK
SECOND FLOOR
DECK
POOL
PROPOSED
FIRE HYDRANT
DS-1419 LF OF 6" PVC
WATER MAIN
20 LF 6"
PVC WATER
MAIN
PROPOSED
FIRE HYDRANT
10'
EAS
E
10'
EASE
12'10'10'10'10'10'
EAS
E 10'10'10'10'
2.6' (TYP)CO
CO
CO
3.5' (TYP)3.5'(TYP)CO
PROPOSED 3
GREASE TRAPS
1,200 GALLONS EACH
(12.3' x 5.7')1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960SCHULKE, BITTLE & STODDARD, L.L.C.TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comLAST SAVED: 2/24/2022 1:17:54 PM; SAVED BY: DEVON RILEY; DRAWING: J:\2020\20-137 HEATON SEASIDE S. HUTCHINSON ISLAND\PRODUCTION DRAWINGS\CONSTRUCTION PLANS\C-500 THROUGH C-504 PGU PLANS.DWG; PLOT DATE: 2/24/2022 3:24:54 PMOUANALAO RESORT7700 SOUTH OCEAN DRIVEJENSEN BEACH, 34957ST. LUCIE COUNTY, FLORIDAC-500OVERALL PAVING,GRADING, DRAINAGE ANDUTILITY PLANEXISTING FIRE HYDRANT ASSEMBLY
EXISTING VALVE
STRUCTURE TAG
(SEE THIS SHEET FOR TABLES)XX-XX
SYMBOL LEGEND
PROPOSED STORM DRAINAGE PIPE
DIRECTION OF FLOW
EXISTING GRADE
PROPOSED GRADE
PROPOSED CATCH BASIN
PROPOSED M. E. S.
PROPOSED MOD. MIAMI INLET
EXISTING OVERHEAD POWERLINE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER
XX.XX
LEGEND
ONLY
PERMIT
DISABLED
PARKING BY
$ 250 FINE
F.S. 318.18
FTP-21-06 HANDICAPPED
PARKING SIGN
FTP-22-06 HANDICAPPED
PARKING SIGN
FTP-22-06
FTP-21-06
R1-1 30" STOP SIGNR1-1
PROP CONCRETE AREAS
PROP ASPHALT PAVED ROAD
1:12 SLOPE (MAX) AT SIDEWALK, MAX
6' LENGTH, MAX 2% CROSS SLOPE
TRAFFIC SIGNS
STRIPING KEY
NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST.
A = 6" SOLID WHITE
B = 8" SOLID WHITE
C = 12" SOLID WHITE
D = 18" SOLID WHITE
E = 24" SOLID WHITE
F = 6" SKIP WHITE TYP (10'-30')
G = 6" SKIP WHITE TYP (6'-10')
H = 6" SKIP WHITE TYP (2'-4')
I = 6" SOLID YELLOW
J = 18" SOLID YELLOW
K = 6" DOUBLE YELLOW
L = 6" SKIP YELLOW TYP (10'-30')
M = 6" SKIP YELLOW TYP (6'-10')
N = 6" SKIP YELLOW TYP (2'-4')
P = RPM MONO-DIRECTIONAL WHITE/MONO
Q = RPM BI-DIRECTIONAL AMBER/AMBER
R = FDP WHITE
S = FDP YELLOW
T = RPM BI-DIREC. WHITE/RED
R5-1 R5-1 30" DO NOT
ENTER SIGN
ONE
WAY
W11-2
R6-2L
W11-2 PEDESTRIAN
CROSSING SIGN
R6-2L ONE WAY SIGN
PROPOSED SANITARY SEWER STRUCTURE TABLE
STRUCTURE TOP INVERTS STATION OFFSET MISC#TYPE NORTH SOUTH WEST EAST
SS-01 MANHOLE 6.30 0.80
SS-02 MANHOLE 6.20 0.50 0.40 0.91
SS-03 MANHOLE 6.60 (-)0.96 (-)2.13 (-)2.23
SS-04 MANHOLE 6.90 (-)1.47 (-)1.37
SS-05 MANHOLE 7.30 (-)0.50
SS-06 MANHOLE 6.50
SS-07 MANHOLE 6.50 1.50
SS-08 MANHOLE 6.90
PROPOSED STORM WATER STRUCTURE TABLE
STRUCTURE TOP INVERTS STATION OFFSET MISC#TYPE NORTH SOUTH WEST EAST
DS-01 TYPE 'C'5.80 4.60
DS-02 MOD. MIAMI
DS-03 TYPE 'C'6.40
DS-04 MOD. MIAMI
DS-05 TYPE 'C'6.30
DS-06 TYPE 'C'6.50
DS-07 TYPE 'C'6.30
DS-08 TYPE 'C'
DS-09 MOD. MIAMI 6.60
DS-10 MOD. MIAMI 6.60
DS-16 MOD. MIAMI
DS-17 MOD. MIAMI 6.70
DS-18 TYPE 'C'6.00
3.60 3.60
2.102.70
2.70
2.10 2.60
3.00
2.90 2.904.40
2.502.50
2.40 2.40 2.702.40
6.30 3.00 3.00
6.30 2.902.90
6.70 3.30 2.702.70
6.80 2.10
DS-19 TYPE 'C'6.00 2.30 2.30 2.102.10
DS-20 TYPE 'D'6.40 3.103.10
DS-21
DS-22 TYPE 'D'6.50 3.00 3.00
DS-23 TYPE 'D'6.00 2.20 2.20 2.10
SS-08 LIFT STATION
(-)0.60
1.00
(-)3.10 (-)3.00
(-)3.30
X-XX
X-XX
DS-11 TYPE 'C'6.70
DS-12 TYPE 'C'6.50 2.40 2.50
DS-13 TYPE 'C'6.80 2.80 2.70
DS-14 TYPE 'C'6.30 3.253.20
DS-15 TYPE 'C'6.20 3.45 3.45
DS-24 TYPE 'C'5.00 2.20
7.00
S S
W W
TYPE 'C'4.10 3.70
NOTES:
GENERAL GRADING NOTES:
GENERAL CONSTRUCTION NOTES:
3.00
2.90
2.70
DS-25 18" YARD 6.60
DS-26 18" YARD 6.60
DS-27 18" YARD 5.00
DS-28 18" YARD 5.00
3.203.20 3.20
3.103.10 3.10
3.00 2.90
3.453.40 3.40
EXHIBIT B
2.702.70
PRELIMINARY PLANS
NOT APPROVED FOR CONSTRUCTION
1
2
3 4 5 6
COTTAGE WATER SERVICE TABLE
DOMESTIC
METER
FIRE
METERBLDG #SERVED BY
METER #
11
2
3
4
5
6
7
8
9
10
11
12
13
YES NO
1 YES NO
1 YES NO
YES NO
YES NO
7
2
14
15
16
17
2 YES YES
3
3 YES YES
4 YES NO
4 YES YES
5 YES NO
5 YES YES
6 YES NO
6 YES YES
7 YES NO
7 YES YES
18
19
20
21
22
23
24
25
8 9
10
11 12 13
8
8
YES NO
YES NO
9 YES YES
10 YES YES
11 YES YES
12 YES YES
13 YES NO
10 YES NO
11 YES NO
12 YES NO
VILLA WATER SERVICE TABLE
DOMESTIC
METER
FIRE
METERBLDG #SERVED BY
METER #
A1
2
3
4
5
6
7
8
9
10
11
12
13
H
I
B
14
15
16
17
J YES YES
C
K YES YES
D
L YES YES
E
M
YES YES
F
YES YES
G
O
YES YES
18
19
20
21
22
23
24
25
P
Q YES
YESR
YES YESS
YES YEST
YES YESU
YES YESV
YESW
YESX
YESY
YES
YES YES
YES YES
YES YES
YES YES
YES YES
YES YES
YES YES
YES YES
YES YES
YES
YES
YES
YES
YES
YES
A
B
C
D E F
G
H I
J K L
M
N
O P Q R S
T
U V W
X
Y Z
N
Z
METER TO SERVICE CLUBHOUSE