HomeMy WebLinkAbout21-320 6901 FORT WALTON_REV2(ESIGN) Sal einu i,.,i O
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�(� Pens acola Rd Z S_000,
•J C1 V n •JJ 2 F11I Walton Ave
(BEARING BASIS) �, �' m o z
N89°58'40"E(P) '` BENCHMARK m ~ IL
FND NAIL N89°53'57"E(C>_ FORT WL'�'ON AVE. FND MAG NAIL SITE ~��A�e J E N
— — — AND TIN TAB Q LL LA ° °Of
1094.20'(P)(M) o
(70.00 RIGHT-OF-WAY) = y
N:1168669.10' .,F v „•.,,:.:, W N s a Y
� E ASPHALT � `° E:852467.26' � U N a LL a
0 GRAPHIC SCALE Q = 0 0
O ��o EL:21.56' 30 0 15 30 OcalaA�e a J 3 F- w
N89°58'40"E014.2 P SET 5/8"� s(enw�adad - W ti 3 LL�
> » ( ) IR/C`� ( IN FEET ) ST. LUCIE COUNTY, FLORIDA 0 N
N 9 53 57 W 114.2 0 (C)(LB8098) 35.00' ,� ��� 1 inch = 30 ft. � F W
0 VICINITY MAP J w
FND 1/2" IR/C 1 x �� z 0 m m
(ACW) o PROP NO SCALE c a
616 � � � N
cv CONC 1
15.00' DRIVE M J w
v 19.67' H = In
ro x m
O Li �1 .17'12.17' 47. 2' C7 � SITE PLAN NOTES
N O � of 3.6 7 1� J
o Q Ir-1 FFE* FINISHED FLOOR EELEVATION TO BE DETERMINED BY SAINT LUCIE COUNTY HEALTH DEPARTMENT j Q
H
o AC 18.84' W = Z
N PROPOSED o
LOT 15 4 RESIDENCE N �i a PUBLIC UTILITIES NOT AVAILABLE z
N (OCCUPIED) LLI Ld FFE:25.23' PROPOSED O O w (n o
w FFE:25.04' o r,� LOT 14 0 500 SQ. FT. � q LEGAL DESCRIPTION w z
(VACANT) � DRAINFIELD Z w
zz O 00 r7 800+ SQ. FT. M p 4D �� LOT 14, BLOCK 127, LAKEWOOD PARK - UNIT 10, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 11, 111 vi O
0 0 COVERED UNBOSTRUCTED AREA X�O� ,1rL'�' �N PAGE(S) 29A THROUGH 29D, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. I I I I Z
a O O 15.05' O PORCH \ 46 98' LLI W j II CONTAINING 0.34 ACRES, MORE OR LESS. J�LJ�LJ.JJ���w
WELL AND z O 27.50' I� 24.67'
o SEPTIC 0 0 _ iO o �� SURVEYORS NOTES AND REPORT. 6
BEYOND 75' Z J o SCREENED In _! Z
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
B L 0 C K 1 Z 7�PROP PORCH \ 00 O MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS uJ (n
o w \ WATER 6 O PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. LV
1.
M 0 t] / C0 LINE 1b. rn 1 Z 3. CURRENT DESCRIPTIONS DATE OF DSHOWN HEREON PROVIDED WORK WAS JULY 20, BYTHE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON 0
NS 00 GUIDE ANCHOR ON 11 0 0 WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS z W Z
1 Z OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE w
LINE �p� VERIFICATION. Q Q
14.79' N x L 4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF Z LL
LL THIS SURVEY.
a - IZ`58-40" 1 .2(P� SET 5/8" IR C �/ d O }
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED 0d — LV H
w �8 3W53 5�� 14�20 (C�— (LB8098) HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. Q U Q O
tj — OH OHW 6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).
9 FND 1 2" IR CI
o� 7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
W / / $ X O ,�X 35.00' trj 1 REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW" NETWORK AND/OR THE FLORIDA PERMANENT Q J ~ w
W (LB3444) T� N L�' ��, �� REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY 7 O U
D - �30' � x LN STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC D rn (n LL
L� 4' CHAIN FENCE w �� �� �� CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL O V � O J
LOT 12
o �3 (OCCUPIED) LOT 13 >Is. O O 8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE m O 0 to U)
�' � CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS d
m O FFE:24.30' (OCCUPIED) O SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
D 9. THIS PROPERTY LIES IN FLOOD-ZONE 'X"" ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111C0070J,
o IL FFE:23.45' Ii EFFECTIVE FEBRUARY 16, 2021. O
LL WELL AND 10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. LL
SEPTIC SEPTIC
CO BEYOND 75' BEYOND DRAWN BY:FS
75' CHECKED BY:MTO
SYMBOL & ABBREVIATION LEGEND: CREW:IP
0 DATE:7/20/2021
a ASPH ASPHALT EL./ELEV.ELEVATION IR/C IRON ROD AND CAP PK/D PARKER-KALON NAIL • RIGHT-OF-WAY
& DISK CONTROL PROJECT:21-320
BENCHMARK (BM) (M) FIELD MEASURED MAG/D MAG NAIL MAG 7/30/21 MOVED HOUSE
a YYY BRAND NAIL P.B. PLAT BOOK TOPOGRAPHIC DATA
F.F.E. FINISHED FLOOR X 0.0
o NORTH AMERICAN (P) PLAT DATA (SOFT SURFACE)
Cl)CIA (C) CALCULATED ELEVATION NAVD88 VERTICAL DATUM OF P.U. & PUBLIC UTILITY AND TOPOGRAPHIC DATA Digitally signed by Michael T. Owen
CENTERLINE FND FOUND 1988 D.E. DRAINAGE EASEMENT X 0.00 (HARD SURFACE) Michael T. OwenDate:CONC CONCRETE SQ FT. SQUARE FEET 0 R B OFFICIAL RECORDS R/W RIGHT-OF-WAY • 2021.12.20 16:20:00 -05'00'
o
CM CONCRETE MONUMENT GUY WIRE ANCHOR BOOK O MONITORING WELL
0 (D) DEED IP IRON PIPE OHW OVER HEAD WIRES O PROPERTY CORNER SHEET
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE:
o PG PAGE CQ) WOOD POWER POLE FLORIDAREGISTRATION 5556
D.B. DEED BOOK I IRON ROD # 1 OF
N
CROSS SECT/ON A' o
04
HLO
PROPERTY LINE Z CO z 0
(BEARING BASIS) uQ� O�� �� 22.0' (EXISTING) 22.0' (EXISTING) _ 0) 0 z
N89°58'40"E(P) "� BENCHMARK ( ) 24.73' (PROPOSED) FINISHED M ~ 0
21.9' PROPOSED
FND NAIL N89°53'57"E(C)- FORT W4L'�'ON AVE. FND MAG NAIL FLOOR N a
�1094.20'(P)(M) - AND TIN TAB ELEV.= 25.23' a LJL 0 = o
0 0Of
�o, (70.00 RIGHT-OF-WAY) 10.9'' 21' tj
N:1168669.10' , r� PROPOSED SLAB LLI cV>_
E ASPHALT �`� E:852467.26' N FooTER - N a LL a
4j\ L�' EXISTING SWALE 20.6'__ V O LL
EL:21.56' d J 3 'w o
O• o N 3 a
M SET 5 8",r LV ti LL
x L N89°58'40' E `�14.2(P) /
SEPTIC DRAINFIELD (n u_
N 9053'57"W 114.20' C\\ IR/c C� �� 22.0' (EXISTING) Q w �
( J(LB8098) 35.00' ��• �. J a, 0 w
z 24.4' (PROPOSED) J U
FND 1/2" IR/C 21.5' 21 9' 1 x ��
o 0 am
(ACW) PROP � -1 �L� L� CROSS SECT/ON 'B' o a m J
N CONCp
cl�
I GRAPHIC SCALE N
30 0 15 30
r� 15.00' DRIVE J w
�\ 19.67' I-- ( IN FEET ) (n
ro 1 inch = 30 ft. m
v O 6 w .17 12 1 ' 47 2' C`3 � 22.0' (EXISTING) FINISHED o
00 Q PROPERTY LINE 24.73' (PROPOSED) FLOOR } J
N OBI 3 7 ZLLJ
j 22.1' (EXISTING) ELEV.= 25.23' Q
o AC 18.84' LLJ O 22.1' (PROPOSED) ? z
N r7 PROPOSED 21.9' (� 1.25' 10.00' CONC PROPOSED SLAB w
LOT 15 21.7 RESIDENCE N O�_ a FOOTER &Z
(OCCUPIED) w W O FFE:25.23' PROPOSED O o W
�, o
> FFE:25.04' o . .
ui
wz
�I l7 (VACANT) � DRAINFIELD p A Z w
zo 0 00 �1 800+ SQ. FT. n p C�
J o O 0 COVERED UNBOSTRUCTED AREA O �� �� CENTERLINE SWALE I I I I Iz
a O ° 15.05' o PORCH 46 98' w w � 21.7' (PROPOSED) J�LJ�LLJ�Iu
WELL AND z O 27.50' I� 24.67' " (EXISTING)
w SEPTIC O o _ j� o L� U
BEYOND 75' Z SCREENED CROSS SECT/ON 'C' Z
B L 0 C K 1 2 7 PORCH O o W W
CD w l) o
T o GUIDE ANCHOR ON o Z Z wa. W W
LINE Lno� 22.0' (EXISTING) FINISHED U) O
LL14.79' N x L� 24.73' (PROPOSED) FLOOR Z LL
a - N-&9*5�40 14.2(P� 0 ' SET 5/8" IR C PROPERTY LINE- a H
Q ELEV.= 25.23'
_ 21.0' �rrC n, (LB8098) 46.69' PROPOSED SLAB W J Z
Q � W53-5-7! 14W2W(C�- - OH - OHW 0) - -- - -- - -- FOOTER < V a =
w FND 1/2" IR/C N $ x 20.8' o ,fix 35.00' <�D 1°' Q J W
(LB3444) 2�' N �� `L', 1� o u
a L j �4' CHAIN FEN w )�' �O L�' O r J
p p LOT 12 O SWALE G CENTERLINE C0 ^O O (D U)
o O � LOT 13(OCCUPIED) ( 20.8' (EXISTING) I..LL a.2 o FFE:24.30' (OCCUPIED)
a_ FIFE: OO O O
�° WELL AND CROSS SECT/ON 'D' 0
SEPTIC SEPTIC
o BEYOND PROPERTY LINE DRAWN BY:FS
BEYOND 75' 22.0' (EXISTING)
75' 22.0' (EXISTING) 24.73' (PROPOSED) CHECKED BY:VITO
21.9' (PROPOSED) FINISHED CREW:IP
SYMBOL & ABBREVIATION LEGEND: FLOOR
a ASPH ASPHALT EL./ELEV.ELEVATION IR/C IRON ROD AND CAP PK/D PARKER-KALON NAIL RIGHT-OF-WAY ELEV.= 25.23' DATE:7/20/2021
& DISK CONTROL 9' 32' 10' 5' PROJECT:21-320
U BENCHMARK (BM) (M) FIELD MEASURED MAG/D MAG NAIL MAG o PROPOSED SLAB 7/30/21 MOVED HOUSE
a YYY BRAND NAIL P.B. PLAT BOOK TOPOGRAPHIC DATA
FINISHED FLOOR X 0.0
o F.F.E. ELEVATION NORTH AMERICAN (P) PLAT DATA (SOFT SURFACE) FOOTER
CIA (C) CALCULATED NAVD88 VERTICAL DATUM OF EXISTING SWALE 20.6'__
Cl)
CENTERLINE FND FOUND 1988 P.U. & PUBLIC UTILITY AND X 0.00 TOPOGRAPHIC DATA
CONC CONCRETE SQ FT. SQUARE FEET O.R.B. R/W R GHITAOF-WAYNGE MENT (HARD SURFACE)
OFFICIAL RECORDS
No
CM CONCRETE MONUMENT GUY WIRE ANCHOR BOOK O MONITORING WELL
(D) DEED IP RON PIPE OHW OVER HEAD WIRES 0 PROPERTY CORNER SEPTIC
22.0' (EXISTING)
SHEET
w D.B. DEED BOOK IR IRON ROD PG PAGE �Q� WOOD POWER POLE 24.4' (PROPOSED)
20F2
N