HomeMy WebLinkAboutSite Plan Survey With Pool4--
MAP OF
BOUNDARY
SURVEY
GRAPHIC SCALE
' 20' 40' 80'
I = 40
LEGEND
BRM =
BERM
OHW =
OVERHEAD WIRES
CM =
CONCRETE MONUMENT
O.R.B. =
OFFICIAL RECORD BOOK
CMP =
CORRUGATED METAL PIPE
(P) =
PLAT
CONC. =
CONCRETE
P.B. =
PLAT BOOK
COVD. =
COVERED
PG. =
PAGE
(D) =
DESCRIPTION
PSM =
PROFESSIONAL SURVEYOR AND MAPPER
ECMP =
ELLIPTICAL CORRUGATED METAL PIPE
PROP. =
PROPOSED
EDR =
EDGE OF DIRT DRIVE
PVC =
POLY VINYL CHLORIDE
EL. =
ELEVATION
RCP =
REINFORCED CONCRETE PIPE
EM =
ELECTRIC METER
(S) =
SURVEYED
FFE =
FINISHED FLOOR ELEVATION
SWL =
SWALE
FM =
FORCE MAIN
TOB =
TOP OF BANK
FND. =
FOUND
TOS =
TOE OF SLOPE
GAL =
GALLON
TRANS =
TRANSFORMER
GFE =
GARAGE FLOOR ELEVATION
UG =
UNDERGROUND
GFFE =
GRAND FOYER FLOOR ELEVATION
WDF =
WOODEN FENCE
GV =
GATE VALVE
WL =
WATER LINE
HW =
HEADWALL
WM =
WATER METER
ID =
IDENTIFICATION
=
41(
FIRE HYDRANT
IP =
IRON PIPE
IPC =
IRON PIPE WITH CAP
E =
GUY ANCHOR
IR =
IRON ROD
COS =UTILITY
POLE
IRC =
IRON ROD WITH CAP
LB =
LICENSED BUSINESS
wv
=
WATER GATE VALVE
LS =
LICENSED SURVEYOR
=
O
WELL
MFE =
MAIN FLOOR ELEVATION
^� ( =
LIGHT POLE
®� =
PROPOSED ELEVATION
- =
DIRECTION OF FLOW
-
W
ce Z
4
W
ce tie
W
�a
VO
W tie
oa
`J r + 2 T +`i� PROP. 6" HIGH BERM 24
i BRM BRM BRM BF4I BRM BRM
r� 5.0 SWL.- ��5 SWL SWL SWL 24.0 SWL \ SWL 3.5
+ + + +
PROP. SWALE ® 0.5%
ti� 6 h1 � rkk
25.0 2$. T + N 25.9 PROPOSED S 5.7 DRIVE 261 3 2a0' 5.5
--- - 26.6 � � 6.6 0. 7'. T 2.7
CONC 10.0' 18.0' -
CONC 55.3' 43.3' 0 125.8
PAD 26.6 0 0•7v�
0' 0 7, 0 2 PROP. 40 LF OF 14X23" RCP
6 2 14.0' 17.3' b ,, WITH FRIABLE BASE AND I
27.1 1.0' 6. 0' 6.0' °A ' WITH MES ON EACH END
0.f0.0' o Ao N INV=22.90
T
p 7' 1.0' PROPOSED ` p, 0" S INV=22.84
PROPOSED GFE=26.1 r
k 6. 0' W
J v°j GFE=26.6 f 25.3
115.7'
ti W o 6.0' 27.2' . � 25.
�yON
9.3' A
Q. 11
0 r< 0 26.6 ^{ o i� a a' 37.3' o 24.
26.2 ► 4
6. D 2 .
p cd >. 4 � � r+j
2 PROPOSED o N N 2.0' r 25.
ci WFl PORCH 18 0' cn b j' ` 5.8 PROPOSED �6 0
35.3' W 0 V PROPOSED DRIVE y 25 1 04
r PROP. "� W �W+ 4oi W COVERED ENTRY MM
JUNCTION BOX ^ o � °o 2,�Q1 ^ \ y 25.5 �• �� W h1
GRATE 42.7' 10.7' o vi o % 11.4' I 102.2' + + W Dc
+ ELEV=26.5 PLANTER + a o a + v + Q� h a
In
INV. EL=24.5 y0 o PROPOSED oao a a ^ l0 7' 25. �`L
55.3' ��j POOL DECK o ^
FFE=271 N F 26. ti A
26.3 5.8
o b �
21.8 CONC PAD 27.1 o 10.7' N
BLOCK WALL
& N J\ y vl
PROPOSED 73 PROPOSED 24•
26.6 POOL & DECK 10.7' 11.1 6' WALK
0 0 - 11. 4'
U 0 15.0'
24.8
a O "' 27.1
N Ln 271 1 ,--►
.
�• 16.7' 6'7 .0
257' 26
� PROPOSED � (6 PROP. 40 LF OF
¢i\ dp PLANTER PROP. Y + `\� 26. f�� 5 1 DRIVE 14"X23" RCP
PROPOSED w _ JUNCTION B ^ 6 2.7'
y -r SEPTIC AND a o GRATNTH MES E ^ 5� EACH END ON
DRAIN FIELD 1 ELEV=26.20 PROPOSED P7.1 N b 16.7 26.6 106T N INV=22.81
26.2
INV. EL=23.70 PORCH �0 25' S INV=22.75
6, � { CONC 36. T
i PAD 6.9 26.6 6'6 ROPOSED WALK
�� PROP. 12"
MES
PROP. PROP. 12" PVC OR HDPE STORM PROP. 12" PVC OR HDPEl STORM P. 12" PVC OR HDPE STORM PROP. 12" PVC OR HDPE STORM INV=22.75
JUNCTION BOX 26.1 PROP.
GRATE ELEV=26.10 26.0 PROP. SWALE ® 1% JUNCTION BOX "? PROPOSED PROP. JUNCTION BOX i
25.5 25.0 + GRATE "� COVERED ENTRY GRATE ELEV=25.00
INV. EL=24.00 SWL SWL 24.5 INV. EL=23.
�/ BRM BRM awe ELEV=26.35 4.0 2Z5
SWL _ 1
26. - BRM L SWL 23. �1 �_ _ k1 10
25.5
Qp �� PROP. 6" HIGH BERM 25.0 __- +
%6 �1 Q 24. 24. 24.1 43 ry6
+ ti°' - 4
tip +� 4ETAI Lti�O +_- + + +
SCALL: I" = 30'� ti1��16
=
W
ice
j
O
Z
W
O
0
�
Vi
W
VcnO-
W
Q
Ice rl
inLuMw
FND NAIL
(POINT OF
CURVATURE)
I
BENCHMARK
T NAIL (NO ID)
o O1 v-,
EL. -24.24(NAVD88)
o�
o
BENCHMARK
SET 1/2" IRC
LB 7545 TRAV
£L.=27k53(NAVD88) 9 I
+(LOT 10
(VACANT) 6 �14BRM BRM IN BRM 4).
y�
SWL SWL SWL SWL
0tk hQ �15 (NON-RADIAL)
�5 r� ��� t� I I 6
+v�� Soq
�4'09 "E J9 1 . C7`t OF -BEARING) Inn, -ILS13336 �h S48-13'05'E k ��
�j . 5.02 5' DRAINAGE & UTILITY EASEMENT 5. 50.00'
FND 1 " !P� �y,
(NO !D) �� I I % 24 7
Q o o �i PROPOSEQf' �j•
DRI VE 20.0' 19.0'
O W 0.0
CONC111-11111 I'll,
125.8'
PAD o W
= Vi W ----------
- - - - - - - PROPOSED
O
W� a
GFE=26.1 �` 0 2
---------ti------------ P POSED W
- o G =26.6 115.7' o~ o
W �-
00 00 tk� aceV;Oce ZOO A
_ o �
O 16 o zcs
O W a0 N O�rn 16 2<
Z W a M � o PROPOSED O a
q4i N �2
O �• Watt v~iWW o O
Q LOT 11 o N z�� a DRIVE O N ' W
3 N W 1 �' o o m p o 1 COVERED ENTRY nl 6 M 0
4 Q M 7840 SAD
OK OR. 1 W W - 2 O O ^J' W h
N 5 Q 9 5N z o�000 . O D�' a
a a a Wli"�J��w Q
U LC)�Q W I 21. CON! PAD " ° " PROPO Z� w ►�I
r' 2 &BLOCK WALL I
"y 6' WALK Q 2 W o Q
J
I
o v O PROPOSED o w
DRIVE o o
0 00' ROPOS D CO
SEPTIC AND
DRAIN FIELD PROPOSED 106.7'
PORCH CONC
- PAD d..ROPOSED WALK
6Q0' WIDE F.P.&L. EASEMENT
3 PEDICAIED PER O.R. BOOK
a 220, PG 4551 Sr. LUCIE
PROPOSED
COUNTY RECORDS COVERED ENTRY
k�6 95.02 � �6O
k�
FND 1" rP �o�� �� .�+ N4XJ4'09 "W 994. 71 ' �� y4 �6 1� ��� TO 9 tiro
(NO ID) Q� �� �0J 1°' (NON -RADIAL) �� �� OJ r1 OJ 11 �� BENCHMARK
( ) - + +�j� �� 70 FND 1 " !PC T NAIL (NO ID)
QQ - 69 100 LOT 12 Q - +� + �j (NO /D) 1� 4j Q EL.=24.3o(NAVD88)
+��' (RESIDE OK DR + O - 1 Q TSEP ANK C1ti'1 �1
+ 7844 SADDLEERFfE=27 9�
= o t 00ce
= W LA
W � �O
W no
oc 00 a�Lu
V)WOO n QLuOZ
Q W ;'� �..� O H a SURVEYORS NOTES O CieF�1
Z V� V� WO a J
W 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP.
w/ a O WCie 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS,
li DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, LIENS, MURPHY ACT RIGHTS -OF -WAY,
W
W Z AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF
O LEGAL DESCRIPTION: _ INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION
OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE.
LOT 11, SABAL CREEK PHASE I, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED O Ine3. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED,
IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORD OF ST. LUCIE COUNTY, FLORIDA. W UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE
W � Q BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. ALL UNDERGROUND UTILITIES
U a O MUST BE FIELD VERIFIED PRIOR TO EXCAVATION OR CONSTRUCTION.
m 4. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND
O
Q THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 0 W
5. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE.
a C 6. BEARINGS BASED ON THE ASSUMPTION THAT THE NORTH LINE OF LOT 11 BEARS S43'34'09"E PER PLAT OF SABAL CREEK,
PHASE I
V O 7. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 REFERENCING NGS BENCHMARK CANAL
W W Cie C2413 (PID AB2479) AT AN ELEVATION OF 28.79 FEET (NAVD88)
Q m 8. THE SITE LIES WITHIN FLOOD ZONE "X" ACCORDING TO FLOOD INSURANCE RATE MAP 121 1 1 CO254J, DATED 2/16/2012.
REVISIONS FIELD BOOK DRAWN NOT VALID WITALJ4vb'f Ti IF ORIGINAL SIGNATURE AND THE SEAL OF
DATE
73 RJS SHEET A FLORIDA LfN�EF)UF}IEYC?R AND MAPPER
'NRIVER SURVEY PLOT PLAN 02/26/2020,►�4c���'`�°`°'°°°�ENINC.`yi
REVISED PER COUNTY COMMENTS 05/04/2020 °° °°° �-1
PR OFESSIONAL SUR VE YING AND MAPPING PAGE(S) SALE a N0. 4895
REVISED PER COMMENTS 06/11 /2020 CERTI�iE0 TO: 24,25,30 1 =40
CERTIFICATE OF AUTHORIZATION No. LB 7545 REVISED PER COMMENTS 08/21 /2020 BUR TON /�Q/�E5 ° STATE OF ° �
FIELD DATE JOB # - 'moo $ 6/ 1 5/2020
1835 20TH STREET, VERO BEACH, FLORIDA 32960 12-3-19 19-452 STEVE ARTE.CHINE, LS4895 DATE
PHONE (772) 569-7880 FAX (772) 778,3617 OF FLORIDA REG!STER D I. -AND SURVEYOR