HomeMy WebLinkAboutAPPROVED FDOH Site Plan Approval FDOH in St. Lucie ounty r
Environmental H Ith I N
LOT 1 20 Site Plan Approved for C nstructiolLOT z I F- ti m
Supercedes All Previous ite Plans BLOCK 20 FOUND IP ;;75 Z00 z
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1 S 0.0z' Date: Reviewer: U I o " v c� a o a
EL 20.83 T yh ,N0 1 F+i I f (LJ W
SET MAG TT O O �O W �i 04 ¢v F
o NAVD88 y C7 F teen V F
BANYAN ST O — rx�0� — /) _ a_C+ z ST. LUCIE COUNTY, FLORIDA Q FN W
— 21 . 03' o (70 , 00 ' RIGHT— OF—WAY) �o I/- FOUND NAIL VICINITY MAP J-� w
BM #2 'SI• O 9 Ep (9• • SET IN CUTOUT o O n ro
EL 20,48' MAG TT d o;
SET MAG TT 0. 46' ;n 19• e, W 0. 14' oco NO SCALE c
NAV 88 , a � � . TOB _ °' 09 _ TOB 119.4' Em, LEGEND N
ry OiLrO RK h6 I,. 1'\ CL SWALE - _ CL SwnLE I,- e).)' W S)P) PLAT DATA DATA TOBCONC CONCRETE
TOP OF BANK �
ry^ Z0, ��J �^ �rt^O� TOB TOB I °� O lC) CAFIELCULATED FROM FIELD MEASUREMENTS (RAD) RADIAL LINE
% _� 9••elided {��; ;, �� `0 44 FND. FOUND No. NUMBER N
�'IFND I > a • — • P.A.C. POINT OF COMPOUND CURVE pT POINT OF TANGENCY O
oC POINT OF CURVE
S89 '37 25 E PROP 104. 27 FOUND IR 5/8" FOUND IP ,75 P.R.C. POINT OF REVERSE CURVE
n. ry °• .75 " P.LS. PROFESSIONAL LAND SURVEYOR rL CENTERLINE >•
(BEARING BASIS) DRIVE _ N 0, 07' N 0. 22' L.B. LICENSED BUSINESS
ry iO m W 0.04' E 0. 10' IRC IRON ROD & CAP i] WATER METER a, Z
I L= 39 . 14' 15, 25' N I I A DELTA (CENTRAL ANGLE) MES MITERED END SEGMENT O ,L
o M R RADIUS CMP CORRUGATED METAL PIPE N 2
N 35' R = 25, 00' L ARC LENGTH IP IRON PIPE
19,00, /25, 0' CB CHORD BEARING EP EDGE OF PAVEMENT � O
A= 89 "42' 42" I N.A.V.D. NORTH AMERICAN VERTICAL DATUM IR IRON ROD K
n 12,33' _ TYP TYPICAL MAG TT MAG T1N TAB W >
m x?o � PROP. EL. ELEVATION INV INVERT Z W
U \ � 11 .33, WATER TBD TO BE DETERMINED
FFE FINISHED FLOOR ELEVATION Z
O FFE: TBD BY ST. , LINE BM BENCHMARK
o LUCIE COUNTY 20, 9' 1 46,06 LEGAL DESCRIPTION W
I BLDG DEPARTMENT Cell
LOT 26, BLOCK 19, LAKEWOOD PARK UNIT N0. 3, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10,
oy �' 0^ o� LOT 26 o PAGE 56-A, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA,
ry^. ry0 O xled PROPOSED 500 SQ, F� PROPOSED RESIDENCE SURVEYORS NOTES AND REPORT: PennW
T1 ?ps, 1 DRAINFIELD d LOT 25
c / i h 17.00' 1 . NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND W
a 5 AND 1600+ 1 � ti 0 N OWNER: JAMES J MAPPER, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS y O Q
N N ,r1 UNQBSTRUCTED AREA 3.50• PATIO 517 25.1 ' d' MACALUSO PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. '-. >... W Z 0
W F•'-1 O 73.00' 3.08' j� VACANT 2. THE LAST DATE OF FIELD WORK WAS MAY 13, 2021 , W �, a
T xryry' 56. 9' 6,42' 3, PARCEL CONTAINS 0,36 ACRES, MORE OR LESS. \\ = O
O I O \ r 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON / IZ W ? LL
Z I _ 0 WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS �/ a (D .aj
WE 'TATEHBASihF-3X2�5- 0 OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE O Z D-
(n VERIFICATION. W 5 = Z
n C4 RIM 19. 52' 20 FOOT 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
" IZi N INV 17. 28 CMP15 m mTHI (� o z 0
E INV 17. 45 CMP15 TO MES of of DRAINAGE Be BEARINGS SHOWN HERON ARE BASED UPON THE NORTH LINE OF LOT 26, "', 0 Z O
S INV 17, 24 CMP15 d' <Y AND UTILITY 7, ELEVATIONS SHOWN HEREON ARE BASED ON GPS RTK INFORMATION AND IS RELATIVE TO THE NORTH AMERICAN n�/ O QZ O W
cW W INV 17. 30 CMP15 EASEMENT VERTICAL DATUM OF 1988, LL [" J O vu
O INV CMP 15 �j, 8. THIS SITE WAS SURVEYED UTIUZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO Q O � J
—'�• REALTIME PROCESSING AND WAS BASED ON TRIMBLES ' VRS NOW' NETWORK AND/OR THE FLORIDA PERMANENT
�I h MES 40 x� SET REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY Ie LL O
y° INV 17,45 6 IRC g• � STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC
6 • z
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL F
N TEL
FOUND IR g ' " ' suRVEYs. W5/aN89 .37 25 W 1296950• 9, IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE ON 0. 69' CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND OR LOT LINES. THE DIMENSIONS mOBM #1 I 4FT CHAIN LINK FENCE 20,2• SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALD POSITIONS.
20. 83' W 5. 12' LOT 2 10, THIS PROPERTY LIES IN AN AREA OF MINIMAL FJU�Yid )iAZARD BEING DENOTED AS FLOOD-ZONE "X," ACCORDING TO
SET MAG TT (OFFSET) LOT 1 FEMA FLOOD INSURANCE RATE MAP 12111 Ce0SaJ tfR(TTKON . 02/15/2012. DRAWN BY: SPT+DMM
NAVD88 I OWNER: MICHAEL PETRIEKIS OWNER: 11. REVISIONS SHOWN HEREON DO NOT REPT�&'SFJl1CAf FIE4Q SURIEy, �PDATE" UNLESS OTHERWISE NOTED. NECKED BY: MTO
r OCCUPIED RICHARD REINEKE 4t l 40050 NUt)jh PROJECT, 21-247
" FFE: 22.15' OCCUPIED 5556 ATE: 05119/2021
a 35' SEPTIC IN REAR FFE: 22. 17' SCALE: ASSHOWN
w WELL BEYOND 75' 71321 ADD WELUSEPTIC
N B L 0 C K 1 9 ATE
GRAPHIC SCALE
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did �L
7 30 0 15r I/-�
72
^ ./i. SHEET
E FESSIO S ' ('AM1U
" It , � ER SIGNATURE DA E:
( IN ) O J
o t inch see sD ft. FLORIDA REGISTRATION #5556 - . r, `•' ` I
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