HomeMy WebLinkAboutSurveyLEGAL DESCRIPTION:
THE EAST 1/4 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 34 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING THEREFROM THE NORTH 225 FEET OF THE EAST 1/4 OF
THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 14 AND FURTHER LESS AND EXCEPTING
THEREFROM ALL RIGHTS -OF -WAY FOR PUBLIC ROADS AND DRAINAGE CANALS,
LESS A PORTION OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SECTION 14,TOWNSHIP 34 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA, AS SHOWN ON SHEETS 2, 5 AND 9 OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION RIGHT-OF-WAY MAP FOR ITEM/SEGMENT NO.4241431, SECTION 94003-2502, AND AS
CONVEYED BY THAT CERTAIN STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ORDER OF TAKING,
RECORDED IN OFFICIAL RECORDS BOOK 3808, PAGE 462, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT A RAILROAD SPIKE, FOUND MARKING THE EAST ONE -QUARTER (E 1/4) CORNER OF SAID SECTION
14, ALSO BEING A POINT ON THE BASELINE OF SURVEY OF STATE ROAD 614 (INDRIO ROAD); THENCE NORTH
89°52'34" WEST ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 14 AND
SAID BASELINE OF SURVEY OF STATE ROAD 614 (INDRIO ROAD); A DISTANCE OF 79.82 FEET; THENCE NORTH
00°07'26 EAST ALONG A LINE AT A RIGHT ANGLE TO THE PREVIOUSLY DESCRIBED COURSE, A DISTANCE OF 50
FEET TO THE INTERSECTION OF THE NORTHERLY EXISTING RIGHT-OF-WAY LINE OF STATE ROAD 614 (INDRIO
ROAD) AND THE WESTERLY EXISTING RIGHT-OF-WAY LINE OF THE FORT PIERCE FARMS WATER CONTROL I q
DISTRICT (FPFWCD) CANAL NO. 4 AND THE POINTOF BEGINNING; THENCE NORTH 89°52'34' WEST ALONG SAID
NORTHERLY EXISTING RIGHT-OF-WAY LINE OF STATE ROAD 614 (INDRIO ROAD), A DISTANCE OF 257.65 FEET TO I <1
THE SOUTHEAST CORNER OF LOT 1, BLOCK 4 OF LAKEWOOD PARK UNIT NO. 1, ACCORDING TO THE PLAT Z
THENCE
THEREOFNORTH AS E00'18'2D7" I EAST ALONGPLAT K THE PAGE EAST LINE OF SAID LOT 151 OF THE PUBLIC REA DIISTANCECORDS OF SOFT. L60 IFEETUNTYTHENCE SO TH IFLORIDA; FOUROD45NO
88"IDRON QI
89°52'34"°EAST, A DISTANCE OF 232.5 FEET; THENCE NORTH 45°25'52S' EAST, A DISTANCE OF 35.55 FEET TO I N384205-W 0.73' f�
THE WESTERLY EXISTING RIGHT-OF-WAY LINE OF FPFWCD CANAL NO. 4; THENCE SOUFOUND S 8" IRON Q FOUND 5/8-IRON
TH-00°19'56 WEST ALONG Roq Np ID J ROD 4 CqqP NO ID ,
SAID WESTERLY EXISTING RIGHT-OF-WAY LINE OF THE FPFWCD CANAL NO. 4, A' DISTANCE OF 85 `FEET TO THE NOV3446 E 0.40' S75'471K 0.58
-7� ------------------- POINT OF BEGINNING. / - LAKEWOOD PARK DRIVE FOUND 1" IRON
fr PIPE NO IDS
TOGETHER WITH �- ----- r----`r-----4--`---r----'r-----r------�------�
A 30 FOOT WIDE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE WEST 30 FEET OF THE EAST 110 FEET OF I i N i r1 i `t i �1 i i r i m i- i i LOT 11 I WI
THE NORTH 225 FEET OF THE EAST 1/4 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID i t i i ~ i i ~ i ~ >
SECTION 14. O o i o i o i o i O i p i p ; O --� --��-I
O' ORA(NAGE ANd UDUTY E0.S£MENT j i P� C,� 0
I i I FLAT BOOK 10 PAOE 1 r,V, Q P' 2,
1___ __1___ _ L_____ __L ___-LS ____1__ ___1______ LOT 12.1�1
® r+---- ---i ---� --� r---1- 'F----------11
o1 1
01 i Y - ,* i 011 i LOT 13 I m1
EASEMENT AS SHOWY i P. I �I
O.R.RJ036, PAGE 2167 i Q� j ---' - ---� q
!01
®SURVEYNOTES: moSITE A PORTIO OF I I q1)THIS SITE CONTAINS 84,568 SQUARE FEET (1.9441 ACRES) MORE OR LESS. 1 SECTION 14- 4-39 1 LOT 14 I F-I
2 ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. ST. LUCIE COUNTY BENCHMARK IZi I i i ZI
C-167; ELEVATION: 21.00 FEET. -i i 60'X30' LOT 15 ql
3 FLOOD ZONE: X; BASE FLOOD ELEVATION; NONE; PANEL #120285 0070J; MAP DATE: 2/16/12, I _ /NGRESS AND EGRESS -
4 THIS SITE LIES IN SECTION 14, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. i EASEMENT AS SROWWVESS
5 BEARINGS ARE BASED ON THE EAST LINE OF BLOCK 4 OF PLAT BOOK 10, PAGE 51 BEING ASSUMED --- -- '-------1 FOUND �8" IRON
N00°22 26'E. I LL__-__ O.R.B. 3036 PAGE 2167 _ ROD & AP LB7838
6) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND THE LOCATION OF UNDERGROUND I - 30 1NG'RE3Y;f11Uzw' ---- ----�t
UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE I EAS£MENTASSHMIN I
EXCAVATION OR CONSTRUCTION CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. O.R.B. 3036, PAGE2167
- - - - -
7) THIS SURVEY WILL BE USED FOR CONSTRUCTION OF A COMMERCIAL SITE. THE HORIZONTAL POSITIONAL _ _ _ _ J
ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS t0.07% BASED ON THE BEARING BASIS NORTH KINGS HIGHWAY _ _
(SEE NOTE 5). THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY
IS t0.07, BASED ON THE BENCHMARK (SEE NOTE 2). (TURNPIKE FEEDER ROAD)
8)THIS SURVEY WAS PREPARED WITH BENEFIT OF A COMMITMENT FOR TITLE INSURANCE, COMMITMENT NO.:
1002-266828-RTT, PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT DATE: APRIL
04, 2019 8:00 AM. UPDATE AND REVISION: 7/2/19 THE FOLLOWING ITEMS ARE EXCEPTIONS IN SCHEDULE
B-II OF SAID COMMITMENT: VICINITY MAP
ITEMS 1, 2, 3, 4, 5, 6, 9: INTENTIONALLY DELETED.
ITEMS 7 & 8: STANDARD EXCEPTIONS, NOT ADDRESSED. NOT TO SCALE
ITEM 10: FLORIDA POWER & LIGHT COMPANY EASEMENT IN DEED BOOK 74, PAGE 426, APPLIES TO THIS
SITE BUT IS BLANKET IN NATURE AND CANNOT BE PLOTTED. THE LOCATION OF THE UTILITIES IS
NOT SPECIFIED.
ITEM 11: (a) EASEMENT IN. O.R.B. 973, PAGE 1927 APPLIES TO THIS SITE AS DEPICTED HEREON, (b) AS
AFFECTED BY ASSIGNMENT OF RIGHTS UNDER EASEMENTS IN O.R.B. 1235, PAGE 1534 APPLIESTO THIS SITE BUT CANNOT BE PLOTTED.
ITEM 12: 30' INGRESS & EGRESS EASEMENT IN O.R.B. 3036, PAGE 2167 APPLIES TO THIS SITE AS
DEPICTED HEREON.
ITEM 13: 30'X60' INGRESS & EGRESS EASEMENT IN O.R.B. 3036, PAGE 2167 APPLIES TO THIS SITE AS
DEPICTED HEREON,
ITEM 14: SURVEY MATTERS DEPICTED HEREON.
ITEM 15: NOT ADDRESSED.
9) THE PROPERTY HAS DIRECT ACCESS TO NORTH KINDS HIGHWAY AND INDRIO ROAD, BOTH BEING PUBLICLY
DEDICATED RIGHTS -OF -WAY, WITH NO GAPS OR GORES.
10) THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING
ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.
11) THERE ARE KNOWN PROPOSED CHANGES iN STREET RIGHT-OF-WAY LINES. THERE WAS EVIDENCE OF
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS, OBSERVED IN THE PROCESS OF CONDUCTING
FIELDWORK.
12) THIS SITE IS ZONED CN (COMMERCIAL, NEIGHBORHOOD). SETBACKS: FRONT (EAST)-65' FROM CENTERLINE,
FRONT (SOUTH)-65' FROM CENTERLINE, SIDE (NORTH)-20' FROM PROPERTY,_LINE, SIDE (WEST)-20' FROM
PROPERTY LINE. REQUIRED PARKING: 20 SPACES, 2 HANDICAPPED.
13) STATE PLANE COORDINATES ARE BASED ON FIELD OBSERVATION AND ARE TO NORTH AMERICAN DATUM OF
1983 WITH THE 1990 ADJUSTMENT. BEARINGS ARE NOT, BASED ON STATE PLANE COORDINATES.
COPYRIGHT 2019 BY PULICE LAND SURVEYORS, INC.
ALL RIGHTS RESERVED. NO PART OF THIS SURVEY
MAY BE REPRODUCED, IN ANY FORM OR BY ANY
MEANS; WITHOUT PERMISSION IN WRITING FROM AN.
OFFICER OF PULICE LAND SURVEYORS, INC.
CERTIFICATION:
TO CREIGHTON- CONSTRUCTION & MANAGEMENT; FIRST AMERICAN TITLE INSURANCE COMPANY;
7-ELEVEN, INC., A TEXAS CORPORATION; REPUBLIC TITLE OF TEXAS, INC.:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND
TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2,
3; 4, 6(a), 6(b), 8, 9, 11, 13, 16, 17, 20 OF TABLE A THEREOF.-
NOT VALID WITHOUT THE SIGNATURE D T E ORIGINAL R/4 SE • OF A FLORIDA LICENSED
SURVEYOR AND MAPPER. g ^
Oj F ULICE, PROFE'S16NAL'SURVIEYOR AND MAPPER LS2691
❑BETH RNS, PROFESSION.". SURVEYOR AND MAPPER LS6136
❑VIGT R. GILBERT, PROFESSIONAL SURVEYOR AND MAPPER LS6274
STAT OF FLORIDA
TREE TABLE
Tree Number
Common Name
SPECIES
DBH
(inches)
346
OAK
QUERCUSVIRGINIA
20"
347
OAK
QUERCUSVIRGINIA
15"
348
OAK
QUERCUSVIRGINIA
15"
349
PINE
PINUSELUOTTI
18"
350
CABBAGEPALM
SABAL PALMETTO
18"
351
CABBAGEPALM
SABAL PALMETTO
12"
352
OAK
QUERCUS VIRGINIA
36"
353
CABBAGE PALM
SABAL PALMETTO
12"
357
CABBAGEPALM
SABAL PALMETTO
18"
358
CABBAGEPALM
SABAL PALMETTO
18"
359
CABBAGEPALM
SABAL PALMETTO
12"
360
CABBAGEPALM
SABAL PALMETTO
12"
361
CABBAGEPALM
SABAL PALMETTO
15"
362
CABBAGEPALM
SABAL PALMETTO
15"
363
CABBAGE PALM
SABAL PALMETTO
15"
364
CABBAGEPALM
SABAL PALMETTO
15"
365
CABBAGEPALM
SABAL PALMETTO
15"
366
CABBAGEPALM
SABAL PALMETTO
15"
367
CABBAGEPALM
SABAL PALMETTO
15"
368
CABBAGEPALM
SABAL PALMETTO
15"
369
CABBAGEPALM
SABAL PALMETTO
12"
370
CABBAGEPALM
SABAL PALMETTO
18"
371
CABBAGEPALM
SABAL PALMETTO
13"
372
CABBAGEPALM
SABAL PALMETTO
13"
375
CABBAGEPALM
SABAL PALMETTO
12"
376
CABBAGEPALM
SABAL PALMETTO
15"
377
CABBAGEPALM
SABALPALMETTO
15"
378
CABBAGEPALM
SABAL PALMETTO
12"
379
OAK
QUERCUS VIRGI NIA
15"
382
CABBAGEPALM
SABAL PALMETTO
13"
383
CABBAGEPALM
SABAL PALMETTO
15"
384
OAK
QUERCUSVIRGINIA
18"
386
CABBAGE PALM
SABAL PALMETTO
15"
387
CABBAGEPALM
SABAL PALMETTO
18"
388
CABBAGEPALM
SABAL PALMETTO
18"
389
CABBAGEPALM
SABAL PALMETTO
15"
390
CABBAGEPALM
SABAL PALMETTO
15"
391
CABBAGE PALM
SABAL PALMETTO
15"
392
CABBAGEPALM
SABAL PALMETTO
15"
393
CABBAGEPALM
SABAL PALMETTO
12"
395
CABBAGEPALM
SABAL PALMETTO
18"
397
CABBAGEPALM
SABAL PALMETTO
12"
398
CABBAGEPALM
SABAL PALMETTO
12"
399
CABBAGEPALM
SABAL PALMETTO
12"
400
CABBAGEPALM
SABALPALMETTO
12"
401
CABBAGEPALM
SABAL PALMETTO
12"
402
OAK
QUERCUSVIRGINIA
36"
406
CABBAGEPALM
SABAL PALMETTO
12"
407
CABBAGEPALM
SABAL PALMETTO
12"
409
CABBAGEPALM
SABAL PALMETTO
12"
409
CABBAGEPALM
SABAL PALMETTO
18"
410
CABBAGEPALM
SABAL PALMETTO
12"
411
PINE
PINUS ELLIOTTI
18"
412
CABBAGEPALM
SABAL PALMETTO
12"
413
OAK
QUERCUS VIRGINIA
24"
414
OAK
QUERCLISVIRGINIA
24"
415
OAK
QUERCUSVIRGINIA
24"
416
CABBAGEPALM
SABAL PALMETTO
12"
417
OAK
QUERCUS VIRGINIA
18"
418
CABBAGEPALM
SABAL PALMETTO
12"
419
CABBAGEPALM
SABAL PALMETTO
12"
421
OAK
UERCUS VIRGINIA
15"
422
OAK
UERCUS VI RGI NIA
13"
423
CABBAGEPALM
SABAL PALMETTO
12"
424
CABBAGEPALM
SABAL PALMETTO
15"
425
CABBAGEPALM
SABAL PALMETTO
12"
426
CABBAGEPALM
SABAL PALMETTO
12"
427
CABBAGEPALM
SABAL PALMETTO
12"
430
CABBAGEPALM
SABAL PALMETTO
12"
432
OAK
QUERCUSVIRGINIA
12"
433
OAK
QUERCUSVIRGINIA
12"
436
OAK
QUERCUSVIRGINIA
36"
437
CABBAGEPALM
SABAL PALMETTO
12"
438
CABBAGEPALM
SABAL PALMETTO
12"
439
PINE
PINUS ELLIOTT]
13"
440
PINE
PI NUS ELLIOTTI
13"
442
CABBAGEPALM
SABALPALMETTO
12"
443
CABBAGEPALM
SABAL PALMETTO
12"
444
CABBAGEPALM
SABAL PALMETTO
15"
445
OAK
UERCUS VI RGINIA
24"
446
PINE
PINUS ELLIOTTI
36"
THIS DOCUMENT IS NEITHER FULL NOR
SHEET I OF 2 COMPLETE WITHOUT SHEETS 1 AND 2
5 66416-ADD OFFSITE INFO-9/ 23 19 L t_ PROPOSED 7-ELEVEN
4 REVIEW NEW TITLE COMMITMENT PB
.
3 66048-UPDATE & TREE SURVEY-5 2 19.D. SITE *38944
2 REVIEW TITLE COMMITMENT .S. INDRIO ROAD AND N KINGS HIGHWAY
1 65530-ORIGINAL SURVEY-12 29 18.D. 7 ST. LUCIECOUNTY
NO. REVISIONS Y -7 FLORIDA 34951
BOUNDARY & TOPOGRAPHIC SURVEY
PULICE LAND SURVEYORS, INC.
5381 NOB HILL ROAD
pLf� SUNRISE, FLORIDA 33359 COPY
TELEPHONE: (954) 572-1777
FAX: (954) 572-1778
E-MAIL: surveys@pulicelandsurveyors.com
WEBSITE: www.pulicelandsurveyors.com
CERTIFICATE OF AUTHORIZATION LB 3870
DRAWN BY: M.D. SCALE: 1" = 30'TILE: CREIGHTON CONSTRUCTION & MANAGI
CHECKED Bl J.F.P. SURVEY DATE: 9/23/19 ORDER NO.: 66416
-- �� zp
Q�
LEGEND
- } -1 - - - - - - - - - - - - 0 CONCRETE
I LAKEWOOD PARK DRIVE [_] ASPHALT PAVEMENT
0 0°° ELEVATION
OVERHEAD WIRES
FOUND 5/8-IRON FOUND 5 IRON FOUND 5/8' IRON
RD No IQ R00//DDgg N01Q FOUND CCAP No IQ UNDERGROUND STORM SEWER LINE
N0034'46 E 0.40 N38'42'OS`WP� - - S75'4T11"M! 0.58 - - I -
�- -
--ALL - CENTERLINE
m+' / PIP WELL-�
I I I ( I O.R.B. OFFICIAL RECORDS BOOK
TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY)
F.P.F.W,C.D. FORT PIERCE FARMS WATER CONTROL DISTRICT
CABBAGE PALM (SABAL PALMETTO)
PINE TREE (PINUS ELLIOTTII)
OAK TREE (QUERCUS LAURIFOLIA)
N:1,159;140.55
f I I I �wELLI I e851,030.98 STATE PLANE COORDINATES
APPROXIMATE
SEPTIC TANK BUILDING APPROXIMATE
LOCATION J 04 I I SEPTIC TANK I APPROXIMATE I.
LOCATION SEPTIC TAON 1
LOCATION
BUILDI
NG
�, #4810
-t. -APPROXIMATE / BUILDING L-J
AREAFlELD
? f I DRAINFlIMAELD / I I DRAINBEIM.D I I DRNNREMD�
AREA I PROXIMATE y I L- _I AREA I I_ _I AREA
RAINFIEL
i L _ AREA :r
aq BLOCK 4
4 ( LOT 2 I I PLAT LAKEWOOD
10,PPAGE 51 O0R18. #376 6 P1AG562°429 �
BUILDING NOT LOCATED o FOLIO g1307 000370000
( ) n OWNER: NORBELLA
NO ACCESS O.R.B. 3407 PAGE 524
I'F INVESTMENTS LLC OWNER: TROA T PURCELL
f--15.0'+1. 446 FORE 1072°PA4E 9905 I LOT 3 I FOR.B. 58116PAGE 11996 LOT 4 I
a� f 3 W� OWNERi IERTtY L PIERCE CHAIN LINK W� RIB #113016 . 3110 PAOGE�089 OWNER: BARBARA L WIGGINS L
QT 1 ,+,. (AIY o PPOOW R CE WERI OWNER: RAUL A COTO EAST LINE BLOCK 4 WOOD POWER LQT 5
L PLAT BOOK 10, PAGE 51 POLE I LOT 6
_ NDO't 8'2Z"E D 1 itO.O '. -_ -- OHW - WIN - OHW - OHW -;OHW - OHW - OHW OH OHW OHW - OHW - oHW OHW OHW
IN, EASE LINE
IE-
N00'22'26"E C LOT 1 o a H o
_ WOOD LE WER -
j A 6� r fa P L _
- - - 21 1J yl P1. ". & CA P M 3896 FOUND 5 8' IR ON PIVL'r H E N�0°22'26"E�i'� SOU�1/2NSEE7 A 1'4'1/4 AREA HEAVILY OVERGROWN FOUND 5/B" IRON
„ N410*22126 E - r 979 NORTH ON.UNE BOP IDFENCE N00°18'27"E:(D) 1? SEC ON 14-34-39 ROD &, LB7 N:1,159,471. 7
60, OUND 5 8' IRON 546'3900 .48' °+
.ROD & L✓AP LB7838 - 419 41 - 13- - T330.30' - - - - _ _ - - - - - - - - - - - - S11 34,45
W 0.23 E 850,800.8
N:1,159,141.18 ,py/� Ar
E:- 2 1.Sy1D R& P_216r. 20' SETBACK LINE
_
-- --} .T_ -- _-
r;. 445
p'
BENCHMAR--------418---.-. 41 6-,'8.. 421--- P --.--------- - - - - - ----
C� I ELEVATIQ . 18�. SttIRM MANHOLE 1
RIM ELEVATION=21.90 -
T NAIL
1 .iLEVAnON=15.35W i5if < v" ` 1
SET NAIL & •11y a
DISK LLBB3{37 INVERT ATION=15.35 E 411 409 42
(42
y ' 41 � 1 � COPYRIGHT 2019 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS
�6f "Ixiz 440 RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY
410 4zswm FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN
d^ I ILL3� a3s a1 424 I� o OFFICER OF PULICE LAND SURVEYORS, INC.
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z� o ^'I ��N6.:,..IM o �P° 9 s ss400 SITE HEAVILY OVERGROWN IJ GF'6APHIC SCALE
a m N l 1"=30'
N SNw ('7 \ J 436 1 'b' 8 U WMo<�
ff NN S °A>Ve' a ZAp
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TP3d410
36 6 6 371 42W
z-Na351FUND r 33.0' HOLE 1.1 . RIM�EL°REMVATIMONH2284' INVERT ELEVAON=14INVERT ELEVATION=14.99'S �6 'W`_ 64
p I z( '' H rE'.`: N:1.159.140.55 fi®®®4 225.0'
w �xz YnRAN. E:a5t,o3o.9s AREA HEAVILY OVERGROWN 5 ea
z_za 49 ---- �----.-----'
SET 1(2' � \ $ I pll
CAP IPBI3870 46 v._ 4 -
w 'V� 44 jJ I M
m y%WATER �ii'� .. ,dT' NAIL E' 85�,056.32- - - - - - 16- - - j _ I h O EASEMENT AS SHONN
I'ff6f'/ I p to VA i F3t&B3870 N 1 159165 49 '� ,� /R IUM AND E2167
ppVp TP3 I aR.& .TaT4 PAGMW
VALVE
6��..IGNIil" O6 �2'• SET 1 2' 11 - - - - -. B `dRd PAGE !9? i® -y - - - - - - -. - 9 - - SET 1 2
_-_ LESS OUT 8 .0 ' h , MASf } F ? IRON PIPE & /1 �(P' /` �1P pp//
N 816"i 00.00� r UNE EAST 80' �� 0 LB3870 -..
l+ FiANDHOIE - SIGNAL TERLY R/W LINE OF S00°18'16^W 304.10' �T STORM MANHOLE
GFHFITC TYPICAL 4 POST F P F W M D. CANAL NU. NE 1 4 SECTION 14-34-39 // q�� o E:859 058.09
CANAL NO.4 i BOTTOM
ACCESSIBLE
a? SL ,2A 1k all
RIM ELEVATION 23 46
7777777
NOT RE I 9fi'
THIS DOCUMENT IS NEITHER FULL NOR
RIM�OE EVAn"0 H=222.76 " r o- 1' : a : ,i COMPLETE WITHOUT SHEETS 1 AND 2
m BOTTOM ( SRUCTURE=11.99' T �- SHEET 2 OF 2
e PIPE NOT ACCESSIBLE i{ i`x ua ,. wr .? d :y i 1� s �`'-`-'
o 80' RIGHT-OF-WAY
$ �;. DEDICATION +`�. s6'#',- r� BENCHMARK
t, ,� r`..'y ELEVATION: 25.21'
�+ VARIED WIDTH 17 -_ Y�a' _ SET NAIL &
ASPHALT PAVEMENT 1 �. " } # t DISK LB3870
N NO PAVEMENT STRIPING y1,'.,. t ~a } PROPOSED 7-ELEVEN SITE •3894�
° d: NORTH KINGS HIGHWAY., 9 INDRIO ROAD AND N KINGS HIGHWAY
xt z }. ��}j ST. LUCIE COUNTY FLORIDA 34951
Im
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Y (TURNPIKE _A FEEDER ROAD) „
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11 SECRON 14-34-39 � 'xh -rf �' ... .r;b.,.. .13f 't. a;� � 1 �1.1 EASTOUNM NE 1/9
,...Aa. ,_...^.. SECTION �i,' A. Y
BOUNDARY & TOPOGRAPHIC SURVEY
- - - - -ALTA!'NSPS LAND TITLE SURVEY
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STORM MANHOLE WiS--WiS'-'-Wi5 ,et."ro�. `S�''x'3" . • t � a4 �16/
I `RIM ELEVATION=22.99'ORM MANHOLE
Po ELEVATION=22.40' RM MANHOLE �,�J'ORM MANHOLE
m N -�gr�. ELEVARON=2I6.95 RM MANHOLE
UNDER CONSTRUCTION y E EVA ON=16.95E M ELEVATION=22.65'
11 RE ELEVATION=17.13'E PULICE LAND SURVEYORS, INC.
N 5381 NOB HILL ROAD
RIM�ELEVATIMONH22 47' I
SUNRISE, FLORIDA 33351
INVERT ELEVATION=16.7TW STORM MANHOLE
INVERT ELEVATION-11.17'N RIM ELEVATION=20.8T I I / TELEPHONE: (954) 572-1777
INVERT ELEVATION-9.82 SE INVERT ELEVATION-1 1. STORM MANHOLE
INVERT ELEVATION=11.7'N I ! FAX (954). 572-1778
2. RIM ELEVATION=20.66'
,ps�STM�STM.�� INVERT ELhVAnON=15.07W N INVERT ELEVATION=12.16'S STORM MANHOLE �
�u---__, INVERT ELEVATION=11.91'N.. N
/ STM� STM STM: RIM ELEVATION=2U.75' I E-MAIL: Su rveysC4�pu lcelO y or.
--� ELEVATION=12.is'S 49 Y
5A-sTn STM•__S,M _SM �ELLEEVAno°N=iass'w WEBSITE: www.pulicelan Ts.
S STM-__STM_____-Sne�_sTM---,_S n--- S CERTIFICATE OF AUTHORIZATION LB 3870
STORM Ii11fHOEF'STM--- DRAWN BY: M.D. SCALE: 1" = 30' FILECREIGHTON CONSTRUCTION & MANAGEMEN
RI LEVAnON=21.24'
INVERT ELEVATION=12.14'N CHECKED BY: J.F.P. SURVEY DATE: 9/23/19 ORDER N0.:66416
INVERT ELEVAnoN-12.34's
INVERT FI NATION=1 U