HomeMy WebLinkAboutBOUNDARY PLOT PLANTYPE QF SURVEY.1 BOUNDARY I PLOT PLAN U C TIE IN I FOUNDATION I FINAL
COMPLETED ON: 1 7-25-18 7-25-18 4-09-19 1 1 9-27-19
LEGAL DESCRIPTION: O SURVEYOR'S REPORT:
LOT 40 IN BLOCK.61 OF INDIAN RIVER 1'. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
ESTATES UNIT 8, ACCORDING TO THE SHOWN HEREON.
PLAT THEREOF AS -RECORDED IN PLAT 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
BOOK 10, PAGE 73, OF THE PUBLIC � O LOCATED UNLESS OTHERWISE SHOWN.
RECORDS OF ST: LUCIE COUNTY, Z M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
FLORIDA. II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO281 J, EFFECTIVE DATE FEBRUARY 16, 2012.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
O U SURVEYOR AND IS PROVIDED AS •A COURTESY. THE FLOOD
ABBREVIATIONS: Iil' ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(C) =CALCULATED U
.I 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(M) =MEASURED = � OF LOT 40 ASSUMED TO BEAR S00'02 09"E.
(P) = PLATTED t (0 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS =CONCRETE BLOCK STRUCTURE OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FEET.
CMP = CORRUGATED METAL PIPE C9
CONC =CONCRETE 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
FOE = FINISHED FLOOR ELEVATION O DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
J. PIAZZA PSM, INC.
FND = FOUND 5/8" IRON REBAR
---••-=8—St1RVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
IRC = 5�8" IRON REBAR WITH PLASTIC CAP � '1�`,' i � I-_rVtLI!DWUT
ITHOEURRILED
IR = 5/8- IRON REBAR )"' r �� OFLORIDALICENSEDSURVEYORAND MAPPER
PCOR = PROPERTY CORNER 9.,-ADEW-IONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PL = PROPERTY LINE. BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT=;;;;;;T PRO BITED WITHOUT CONSENT OF THE SIGNING PARTY OR
R/W =RIGHT=OF-WAY - PARTI
ES.
S/T = SEPTIC TANK
R = RADIUS OF CURVE
L = LENGTH OF CURVE ci,i;$ SiriEs __2Q _;I
A = DELTA OF CURVE I
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330" -�
eC,. _ -' FND
z' ` NAIL & DISK
Oro r TrrCM. !
06 n LOFT- 3 `BE`(�C}�"'61
m� U FFE= 19.74
°iwa LOT 39 BLOCK 61 0
u- m
F-VACANT 0
0 0
4' WIRE LO
IRRIGA11ON O OE5 SE 03 'W ER 125.00' P
WELL OF PbOfi N89'57'51 "E 124.80' C ti9 66
16.20 A 16.08 PPOWER� 30.00,
IRRIGATION
WELL 00 �� o
Xz " U
51.50' `ram 26.00' 0
10.05' 37.24'
Q !0 Mir M ZWj I IU
co Q o � CLO
WJO 06 N Uo Lv m �6�A "0 O
O Y of 0=
Urns OWEMQ 0>_LJ 11.57' o O O
_ O O J
m� rn m�(np0 13.06, U O O _ Q
PROPOSED 9.99' co Ov)WF
o If F GARAGE '� �t,- ¢ s' / O �
Ntwi w Q 15.50' FFE= 18.50 U)*
F- mw N Q W
O W O 22.00' O U W M� , O N
Q o �m O Q I
0 0 00;
Z N N 24.09' 25.65' r:a oy .: •y 37.56' 6�� +�6� �6�� 0
4' WIRE 15.50' 22.00'�, %/ 16.61 0
FENCE END c0
0.6'E OF PL N rn rn �y4,
o PROPOSED o ��
in DRIVE t
WATER o 22.00' '�A O1 66 n'J��/� SIGN
METER 14.41 �`9 /�
O 14.07 S89 7 51+ W 99.80 C 14.49+ ��JSTTOORM
0 go 14.31 Dry 100. 00' P �h D �� MANHOL
155.00: P a
154'.80C 16° 155.00'(F)1Ij 154.80'(C) +�_
S89'57'51 "W 309.60'(M)
NAIIL 310.00' P SITE BENCHMARK
BARTOW STREET ELEV= 16.86 NAVD 988
50' R/W - 20' ASPHALT ROAD
5903 PALM DRIVE LAST FIELD DATE: 9-27-19
KALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0:
KENNETH MATTHEW JONES
)ATE: 9-27-19 Surveying • Mapping • Consulting GOLDWATER BANK, N.S., ISAOA/ATIMA
619 SW Biltmore Street WESTCOR LAND TIT4k,9 ' KRA iG ��COMPANY
DRAWN: RP FIRST INTERNATI Nil: �T�E J , vq�,
Port St. Lucie, Florida 34983 §v"' ..........
JOB NO.: Phone: (772) 340-7770 e �
1L; GO4�7fj • 18-4002 *LLJBE#728018-�4002 Fox: (772) 340-2250 �� ,
DATE: REVISIONS: 6330
1-21-19 I ADD FFE & WIDEN DRIVE TO 20'
FB PG
K:\BUILDERS\DWG2018\18-4002.dwg, 9/29/2020 2:09:48 PM