HomeMy WebLinkAboutSurvey & Plot PlansFND3x3"CM
NOID
& DRAINAGE & UTILITY
EASEMENT
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PARCEL #
3419-501-0231-000-9
OCCUPIED
TOGETHER WITH LOT IB 1
27.4'
FND 5181RC
PSM # 4274
E:3E �1
LOT 10
BLOCK 18
OCCUPIED FFE - OLD
.49
7
L
95
FND V IP
NO ID
0A8' S
8.5'
IN 89046'32" E
rn 45.87'M
LOT 16
APR 0 6 202-0 BLOCK 18
VACANT
ST. LUQe 1_OunTy, Permitting
FND 1" IP
NO ID
CERTIFIED TO:
BERNARD JENNINGS;
I
I
_ FND 3)C3" CM
NO IT)
' FND 1" IP
NO ID
8.41
�4 x 8,52 ASFxALT
N 89046'32" E
.71x /L-0EEANB
Eft-COURF-wm - -
FNDasK 185.47'
8,52 x 8.59 LB17357
BENCBhIARK 8.45
WATER VALVE
CONCRETE
TFDID S'I ME - - - -
FND 5/81R I UNREADABLE
NO ID
N01 CT
_ I
x 10.3
9.36 LOT 12
BLOCK 18
OCCUPIED
FFE -10.3P
6DRA_71A_GE & UTILITY EASEMENT
N 89046-32" E
T
FRONT
e SID::S �----
I
Gii" S1C1cSy/��
F GR
' I
FND
NO ID
254.24'M -
GLOBAL. Poam001M SYSTEM TGPS) NOTES I z
1. REAL TIME KINEMATICS (RIK) METHOD WAS UTUZED USING CARLSON BRX-6. 372 0
CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECOVER.
2. TYPICALLY. A BASE RECOVER IS SET UP ON AN ESTABUSHED CONTROL STATION WHILE o 1n
A ROVING RECOVER LOCATES EXISTING MONUMENTS. IMPROVEMEN'!S AND CONTROL ON THE A
PROECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUS:FD USING CARLSON
SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY EXCEEDS
MINIMUM STANDARDS OF PRACTICE PENR FLORIDAFLORIADMINISTRATIVE CODE (F.ACJ 5J-17-051. I
- - - - N 89"46'32" E 299.25'M BASE BEARING - - NpID"1P
Boundary � Topographic Survey For:
Bernard Jennings
STREET ADDRESS:
5S3 NE OLEANDER COURT, PORT ST. LUCIE, FL 34952 FILE C®p y
LEGAL DESCRIPTION:
LOT 11, BLOCK 18, RIVER PARK UNIT NO. 2, AS PER
PLAT THEREOF, ON FILE IN PLAT BOOK 10, PAGE 72
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA. TAX ID # 3419-510-0226-000-1
0' 40' 80,
LEGEND * ABBREVIATIONS: GRAPHIC SCALE IN FEET
A ARC LENGTH ORB OFFICIAL RECORDS BOOK
A/C AIR CONDITIONER P PLAT DATA
BSL BUILDING SETBACK LINE PB PLAT BOOK
C CALCULATED FROM FIELD MEASUREMENTS PCP PERMANENT CONTROL POINT
CBS CONCRETE BLOCK STRUCTURE PG(S) PAGE(S)
CONC CONCRETE PCB POINT OF BEGINNING -
CM CONCRETE MONUMENT POC POINT OF COMMENCEMENT
CA CENTERUNE PSM PROFESSIONAL SURVEYOR & MAPPER
D&UE DRAINAGE & UTILITY EASEMENT R RADIUS
ELEV ELEVATION R/W RIGHT OF WAY
FFE FINISH FLOOR ELEVATION TOB TOP OF BANK
FND FOUND TOS TOE OF SLOPE
ID IDENTIFICATION NUMBER UE UTIUTY EASEMENT
IP IRON PIPE }}1' ELEVATION (TYPICAL)
IR IRON ROD f®®J WATER METER
IRC IRON ROD & CAP SEWER MANHOLE
LB UCENSED BUSINESS UTILITY POLE
Ls LICENSED SURVEYOR DELTA
M MEASURED DATA ELECTRIC SERVICE BOX
NAVD NORTH AMERICAN VERTICAL DATUM TELEPHONE SERVICE BOX
OHP OVERHEAD UTILITIES
GENERAL NOTES:
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA
LICENSED SURVEYOR & MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF BEACH AVENUE HAVING A
BEARING OF N89.46'32"E, ACCORDING TO THE PLAT OF RIVER PARK UNIT NO. 2, AS RECORDED IN PLAT BOOK 10.
PAGE 72, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0279 K. EFFECTIVE DATE FEBRUARY 19, 2020. THE EXACT
DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. REFERENCE BM BFJNG
ST. LUCIE COUNTY BM "PERRY", WITH AN ELEV. OF 8.30'.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS
THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED
OR LAND OF OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF
RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 14, 2020.
/9 7
�✓
O COPYRIGHT ARNOLD SURVEYING, INC.
JOB NO. 20-506
Arnold Surveying,. Inc.
Y /
-
ALL DRAWINGS OR DCCUMENT5 AND COPIES THEREOF ARE INSTRUCTIONS
OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD 5URVEYING, INC.
THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAVJING5 OR ANY
DATE: 03/07/2020
SCALE: 1"=40'
PROFESSIONAL SURVEYORS AND MAPPERS
FLORIDA LICENSED BUSINESS NUMBER 7903
Charles Arnold KATE SIGNED
Professional Surveyor & Mapper
OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PEPM155ION FROM
DRAWN BY: CA
4888 N. KINGS HIGHWAY 1425. FORT PIERCE. FLORIDA 34951
FLORIDA LICENSE NO. 4971
ARNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED. THIS DRAWING OR
REVIEWED BY: CA
24 VERDE VISTA, FORT PIERCE, FLORIDA 34951
DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS.
(772) 708-1819 SURVEY®ASI-SURVEY.COM
2" MM.-1-F
I'_I ABASE PAIL , ly EMBEDMENT .MIN.
1/
2.500 PSI 4" CONCRETE
SLAB WITH W.W.F.
(2) 05 REBAR ® 6" O.C.
.CONTINUOUS WITH MINIMUM
12' OVERLAP SPLICE
NOTES: -°'6'7EVIEWED
SUB -GRADE SreppE COMP
-TO BE TERMI T�
THE 2017 FLORIDA
CONCRETE:
-MINIMUM 2,500
UN`r
JD COVERED
G CODE, 6TH
00 LB.)
ANCHOR
OF E
WITH 6 MIL
EDITION
2.500 PSI CONCRETE
VAPOR RETARDANT
GROUND
POST. ANCI
5 801
30" EARTH
ANCHOR— d'
OF EACI
>- 1w
0
PEUJ SECTION R3
IL
PSI COMPRESSIVE STRENGTH AT 28 DAYS CONCRETE/F
REINFORCING STEEL (REBAR) REQUIREMENTS: MUST BE INS
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT
-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE
WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL.
NOT TO EXCEED TO SLOPE OF 1 " HORIZONTALLY TO 6" VERTICALLY.
-COVER:
I,
EXCEED 6-BAR
FIELD BENT EX,
THESE REBAR
-3 COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN
SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHA
MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND "' FOR COARSE GROUT BETV
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