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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 THE SOUTHEAST CORNER OF LOT 1, BLOCK 4 OF LAKEWOOD PARK UNIT NO. 1, ACCORDING TO THE PLAT I z Q1 THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 51 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; I FOUND 5 8" IRON Z) Q) THENCE NORTH 00'18'27" EAST ALONG THE EAST LINE OF SAID LOT -1 A DISTANCE OF 60 FEET; THENCE SOUTH ROQ Ngg�ID 89`52'34"'EAST, A DISTANCE OF 232.5 FEET; THENCE NORTH 45°25'521 EAST, A DISTANCE OF 35.55 FEET TO I N38'4205"W 0:73' FOUND 5 8 IRON Q .FOUND 5/8" IRON THE WESTERLY EXISTING RIGHT-OF-WAY LINE OF FPFWCD CANAL NO. 4; THENCE SOUTH 00°19'56" WEST ALONG ROQ �A ID _I ROD 4 CAP NO ID SAID WESTERLY EXISTING RIGHT-OF-WAY LINE OF THE FPFWCD CANAL NO, 4, A DISTANCE OF 85 FEET TO THE NOW344s P. 0.40' S75'4711"W 0.58' PONT of BEGINNING._ _-_-LAKEWOOD PARK DRIVE FOUtZ 7 IRON ---- ----- PIPE NO IDS TOGETHER WITH I I r I I I I r I 1 I A 30 FOOT WIDE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE WEST 30 FEET OF THE EAST 110 FEET OF(oi i ro I q LOT 11 uJ 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 SAIDI I I i I >NNI SECTION 14. o i o i ~0 1 o i o I o I of i o I p o ,�-- �- -1 0' DRA, VAOE AN4 U11LITY E,f ISEMENT I 1------ i--- -- --�`AT BOOKifO-PAGE:�1 -1---�-------",C".�yl P LOT 12 I �� r (--_L ------ ----- L �- _ --- -----1 i I , Q I ; ------ 71WRES3 AND fWE55 0 i I r LOT 13 I mI I I EASEMENT AS SHOWN O.R.B. l .. 3036, PAGE 2167 I Q I Q pIl I r,..SURVEY I ml NOTES: I i i r SITE A PORTIONOF 1) THIS SITE CONTAINS 84,568 SQUARE FEET (1.9441 ACRES) MORE OR LESS. �I I SECTION 14- 4-39 i LOT 14 11-I 2) ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988, ST. LUCIE COUNTY BENCHMARK IzI Q C-167; ELEVATION: 21.00 FEET. -i 60' X 30' i LOT 15 I 3 FLOOD ZONE: X; BASE FLOOD ELEVATION: NONE; PANEL #120285 0070J; MAP DATE: 2/16/12. 1N6fiESS AND EGRESS �- L _____� U!)I 4 THIS SITE LIES IN SECTION 14, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. - - -'-- r I EASEMENT AS SHOWN I --- -------------, 5 BEARINGS ARE BASED ON THE EAST LINE OF BLOCK 4 OF PLAT BOOK 10, PAGE 51 BEING ASSUMED FOUND 5/8"CAP IRON NOO'22'26"E L1_,-__ O.R.B. 3036 PAGE 2167 ROD & AP LB7838 6) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND THE LOCATION OF UNDERGROUND I 3D'iNGRESYAA rm�: -____- UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EASEMENT ASS11oWN EXCAVATION OR CONSTRUCTION CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. I O.R.B. 3036, PAGE2167 7) THIS SURVEY WILL BE USED FOR CONSTRUCTION OF A COMMERCIAL SITE. THE HORIZONTAL POSITIONAL _ ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS f0.07', BASED ON THE BEARING BASIS NORTH KINGS HIGHWAY__ (SEE NOTE 5). THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS F0.07; 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"'AREEXCEPTIONS IN SCHEDULE B-11 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 APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. Z 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 CONDUCTINGFIELDWORK. 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 FROM ENERLINE, FRONT 1TE IS ZOED CN (SOUTH) N65' FROM COCENTERLNE, SIDE (NOROTHO) )20EFROMKPROPER Y(LINE, SIDE (WEST)C20T 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. 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 A _EFi hPG1 RAt SAL OF A FLORIDA LICENSED COPYRIGHT 2019 BY PULICE LAND SURVEYORS, INC. SURVEYOR AND MAPPER. r rF -_> ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN JOHN . P LICE,-:PU SSIONAL SURVEYOR AND MAPPER LS2691 OFFICER OF PULICE LAND SURVEYORS, INC. d@ETH U NS, PROFESSIONAL SURVEYOR AND MAPPER LS6136 dyICT .'GILBERT, PROFESSIONAL SURVEYOR AND MAPPER LS6274 STATE OF FLORIDA TREE TABLE Tree Number Common Name SPECIES DBH (Inches) 346 OAK QUERCUS VIRGINIA 20" 347 OAK QUERCUS VIRGINIA 15" 348 OAK QUERCUS VIRGINIA 15" 349 PINE PINUS ELUOTTI 18" 350 CABBAGEPALM SABAL PALMETTO 18" 351 CABBAGE PALM SABAL PALMETTO 12" 352 OAKQUERCUS VIRGINIA 36" 353 CABBAGEPALM SABAL PALMETTO 12" 357 CABBAGEPALM SABAL PALMETTO 18" 358 CABBAGEPALM SABAL PALMETTO 18" 359 CABBAGEPALM SABAL PALMETTO 12" 360 CABBAGEPALM SABALPALMETTO 12" 361 CABBAGEPALM SABAL PALMETTO 15" 362 CABBAGEPALM SABAL PALMETTO 15" 363 CABBAGEPALM SABAL PALMETTO 15" 364 CABBAGEPALM SABAL PALMETTO 15" 365 CABBAGEPALM SABALPALMETTO 15" 366 CABBAGEPALM SABALPALMETTO 15" 367 CABBAGEPALM SABAL PALMETTO 15" 368 CABBAGE PALM SABAL PALMETTO 15" 369 CABBAGE PALM SABAL PALMETTO 12" 370 CABBAGEPALM SABAL PALMETTO 18" 371 CABBAGEPALM SABAL PALMETTO 13" 372 CABBAGE PALM SABAL PALMETTO 13" 375 CABBAGEPALM SABAL PALMETTO 12" 376 CABBAGE PALM SABAL PALMETTO 15" 377 CABBAGEPALM SABAL PALMETTO 15" 378 CABBAGEPALM SABAL PALMETTO 12" 379 OAK QUERCUS VIRGINIA 15" 382 CABBAGEPALM SABAL PALMETTO 13" 383 CABBAGEPALM SABAL PALMETTO 15" 384 OAK QUERCUSVIRGINIA 18" 386 CABBAGEPALM SABAL PALMETTO 15" 387 CABBAGE PALM SABAL PALMETTO 18" 388 CABBAGEPALM SABAL PALMETTO 18" 389 CABBAGEPALM SABALPALMETTO 15" 390 CABBAGEPALM SABAL PALMETTO 15" 391 CABBAGEPALM SABAL PALMETTO 15" 392 CABBAGEPALM SABAL PALMETTO 15" 393 CABBAGEPALM SABAL PALMETTO 12" 395 CABBAGEPALM SABAL PALMETTO 18" 397 CABBAGE PALM SABAL PALMETTO 12" 398 CABBAGEPALM SABAL PALMETTO 12" 399 CABBAGEPALM SABAL PALMETTO 12" 400 CABBAGEPALM SABAL PALMETTO 12" 401 CABBAGEPALM SABAL PALMETTO 12" 402 OAK QUERCUS VIRGINIA 36" 406 CABBAGE PALM SABAL PALMETTO 12" 407 CABBAGE PALM SABAL PALMETTO 12" 408 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 QUERCLISVIRGINIA 24" 414 OAK QUERCUS VIRGINIA 24" 415 OAK QUERCUS VIRGINIA 24" 416 CABBAGE PALM SABAL PALMETTO 12" 417 OAK QUERCUS VIRGINIA 18" 418 CABBAGEPALM SABAL PALMETTO 12" 419 CABBAGEPALM SABAL PALMETTO 12" 421 OAK QUERCUSVIRGINIA 15" 422 OAK QUERCUSVIRGINIA 13" 423 CABBAGEPALM SABAL PALMETTO 12" 424 CABBAGEPALM SABAL PALMETTO 15" 425 CABBAGEPALM SABAL PALMETTO 12" 426 CABBAGE PALM SABAL PALMETTO 12" 427 CABBAGEPALM SABAL PALMETTO 12" 430 CABBAGEPALM SABAL PALMETTO 12" 432 OAK QUERCUS VIRGINIA 12" 433 OAK QUERCUS VIRGINIA 12" 436 OAK QUERCUS VIRGINIA 36" 437 CABBAGEPALM SABAL PALMETTO 12" 438 CABBAGEPALM SABAL PALMETTO 12" 439 PINE PINUSELLIOTTI 13" 440 PINE PINUS ELLIOTT] 13" 442 CABBAGEPALM SABAL PALMETTO 12" 443 CABBAGEPALM SABAL PALMETTO 12" 444 CABBAGEPALM SABAL PALMETTO 15" 445 OAK UERCUSVIRGINIA 24" 446 PINE PINUS ELLIOTTI 36" THIS DOCUMENT IS NEITHER FULL NOR SHEET 1 OF 2 COMPLETE WITHOUT SHEETS 1 AND 2 5 1 #65416-ADD OFFSITE INFO-9 /23 19 PROPOSED 7-ELEVEN 4 REVIEW NEW TITLE COMMITMENT 3 560 -UPDATE & TREE SURVEY-5 22 19M.D. SITE #38944 2 REVIEW TITLE COMMITMENT JBY INDRIO ROAD AND N KINGS HIGHWAY 1 65530-ORIGINAL SURVEY-12 29 18 ST. LUCIE COUNTY REVISIONS FLORIDA 34951 BOUNDARY & TOPOGRAPHIC SURVEY ALTA/NSPS LAND TITLE SURVEY PULICE LAND SURVEYORS, INC. 5381 NOB HILL ROAD LDRAWNSUNRISE, FLORIDA 33351 TELEPHONE: (954) 572-1777 FAX:(954) 572-1778 CO'U E-MAIL: surveys@pulicelandsurveyfr��m WEBSITE: www.pulicelandsurveyors.com CERTIFICATE OF AUTHORIZATION LB#3870 M.D. SCALE: 1" = 30' ILE: CREIGHTON CONSTRUCTION & MANAGEMEP CHECKEE) BY: J.F.P. L SURVEY DATE: 9/23/19 ORDER NO.: 66416 \ Q LEGEND - - -� - - -�--- - - - - - - - CONCRETE LAKEWOOD PARK DRIVE ASPHALT PAVEMENT a o°° ELEVATION OVERHEAD. WIRES FOUND 5/8" IRON FOUND 5/8" IRON FOUND 5//8" IRON RQD NO IQ ROD NO IQ - - ROD & CAP NO IQ - - - - - - - - - - - - - - UNDERGROUND STORM SEWER LINE NOO'34146 E 0.40 L - N38'42'OS 0.73 S75.47'11"W 0.58 PIPE weu I t�_,'tiEu I CENTERLINE j I I 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 I I I I I ( CABBAGE PALM (SABAL PALMETTO) PINE TREE (PINUS ELLIOTTII) OAK TREE (QUERCUS LAURIFOLIA) �WELLI I E:85/:030.98 4 N1,1s9,74°s5 STATE PLANE COORDINATES APPROXIMATE SEPTIC TANK r BU) L NG� APPROXIMATE APPROXIMATE LOCATION J 804 I I SEPLOCA�ON� I SEPTIC TANK`�-1 LOCATION J UILDIN #4810G 1 #4810 rARNFI� III III L �JEELD AREA BUU LOIN r- -rLJ IF- RRxLR�JFIA� � )ITE P� REELDRFILNFEI AREA APPROXIMATEAREA' DRAINR� AEA L-J g�p�K 11y I I L. N •LAKWEi PARK' I e I LOT 2 PLAT BOOK 10, PAGE 51 FOLIO �130160100360003 BUILDIING NOT Lp ATED 0 '0R8 3787. PAGE 2429 FOLIO �130160000370000 i I (NO ACCESS I "' I OWNER. NORBELLA 1 51 J INVESTMENTS LLC OWNER: FRANK T PURCELL 44 FOR8R1 72 PAGE 9905 LOT 3 FOLIO �B 1Sal PACE 1198 LOT 4 15.0-r OWNER: TERRY L PIERCE CHAIN LINK FOLIO 4730160100340009 OWNER: BARHARA L WIGGINS I f 3 WOOD I O.R.B. : R PAGE 1918 L LOT 5 I LOT 6 o LOT 1 GUY POWER FENCE OWNER: RAULA COTO EAST UNE BLOCK 4 WOOD POWER j - - PLAT BO - PAGE 57 POLE _ I E457V LINE ...-.-.---r-------------i-_-.---------.._ -.-------------- N00'22'26"E C NI ', -- - ofiw - oew - ONw oHw - oryW - ONW - ONw.. -0N - OH - 0NW -. WOOD POWER jj GT 1 o OH 0 AIEM OHW - OHW OHW OHW - N0078'27"E TD) 1 110.0 '�41 1L8 11, f - PLAT >Rf5 $ / PO 11 qi ! 7!•1 - :' '; & CA P M 3896 FOUND 5 e" IR 'r HOGN ARE N00°22'26"E(C) SOUTFi81 /L2INEEEQ 111E '1/4 AREA HEAVILY OVERGROWN f0UN0 5/e" IRON- -N00'22\26 E z 9.79' NORTH ON LINE ROP ID NOD 1$'27"E (D) 1'� SECTION.14-3�-39 ROD N@ CAS LIRON N:7,159,477 7 60.. OUND V8' IRON S46'39 00 419 .48 13 330.30' S11'Si'45 W 0.23 E 850,800 B ROD &' AP LB7838 . I N:1,159,141.18 41 30' ,5� AND ELWESS EAgy r "'°' '�'•` - E:850, 2 AS /OMN aR.&:3GLTS PAQF 817 20' SETBACK LINE . _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _A _ - - - _ - _ - - _ _ - _ - - _ - - _ _ - 445 416 - 418 - 421d ELEVATION STORM MANHOLE - 21.89 RIM ,,,EjLLIE�EVVVATION-_21.90 , �' - - SET NAIL & INVERT�RVATnIDR-1535E 'llP6 411 DISK 1B3L7 ` 409 77 0 I 42 a `yi qi 40 I COPYRIGHT 2019 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS Fw �y�11 8�. w��€ 440 I RESERVED, NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY wE ato FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. p33�'1. 4 414.. O / Q 42 I zw \ 42 �p W �`N -soo a3 rn3 I �� W 0' 30' 60' 90' O t�, as Ell I I of ye . 3 �� 40 VACANT I as zQ GRAPHIC SCALE z -. I der' 1� nN O �°° 9 ss aoo SITE HEAVILY OVERGROWN i z N o 1"=30' Z U N oNr cM 436 401 U WM ONE \M Om I 3 I O�¢a ¢ DWI$_ a x=xON� in �c�i M w3 b alW° Y a .Y'T`Twyi^"^' 9� N o rn s 9 . M` ¢0 I I ° i j z Z --- zo 3� U m tmm , mo 'IP1 FOLIO #131414400000000 $ W -o01j Q TP4�9.. /1p4 O.R.B. 3036. PAGE 2167 I W�dw zr mp. ¢ MIN 0, 7 o 1 co ¢a I m � I $ 00 �'-17.0•- f. 0 14 �B� I n 391 I oz 5 q 50.0' Q mF 70 TP3b4 86 N' a n o �3�' 367 6 11 N� TO7 9 Z 1 0 0oN 43 (` 69 371 I 8 a k. uwo ;5 5 I--33.0• �0 <. l'rz y� j ,fy6 JF HOLD 1 1 / 5 6 12550' HOLE STORM MANHOLE r I wx RIM ELEVATION-22.84' Igy�R� ELEVATION=14.99'W ow INVERT ELEVATION=14.99'S 60 6' Wph 724 9 m inq 1, I T V. ILL I 41 �tOa E N:1,159,140.55� 6®®®4I g 225.0' w iez nYpRAN ee51.°3oss// �p AREA HEAVILY OVERGROWN ;6!� so I Ida IRONTPIPE"&---•�---.- e I x� ¢ ow CAP LB3870(46 I 4, IM WATER E 1" SET NAIL U 5 I k o EA - / �VALYE �� .6:�ry: Q tiS. &DISK /� •� --/ - -. - - - - lijy�TJI &DISK N:1,159,165.49 TP3�5 �.i I QR.B. 3036, PAX 2J67 -, pp NT �p e" WA7ER EA 717 1 -9 ---------- I I .SET 1/2" 7- BE�INNAG T10 08 c��. SET 1 /2" 7 4�B R.3 97d PADS 19 ® :q. 9 .3 IRON PIPE & LESS OUT 8 .0 , 3 3 IRON PIPE & �r 1"" N001818"E 50.00 LY R/W UNE OF S00018-16"W 304AO' 1 4TEUNE EAST 80' STORM MANHOLE HANDHOLE SIGNAL EP.f.W.M.D. CANAL N0. NE SECTION 14-34-39 RIM ELEVATION-23.46' N 1,159469.58 TRAFFIC TYPICAL POST 4 [-BUT _ o E'851,058.09 (jG AL) 1,L" .�,:;Ir <, CANAL ..NO. .4 i __1rp PE ACCESSIBLE 6 OF SIRRE 11 9 THIS DOCUMENT IS NEITHER FULL NOR ESTORM MANHOLE ,.,.,.,,. F:: .,.:. :..3,. n., "' t a - {6> 4. o RIM EEVAnON=22.7s' .<11 SHEET 2 OF 2 COMPLETE WITHOUT SHEETS 1 AND 2 BOI TOM OF STRUCNRE=17.99'"" " PIPE NOT ACCESSIBLE < {vNG... v 'f t �'' .'..."' .. a' � q n o .c r DEDICATIONe 4 G T'. 1.\°sr BENCHMARK o �. 0 x s'. v �.. �: ELEVAT7ON: 25.21' 3 xIg49 m , +: Au rp\ s .. m VARIED WIDTH j 1 t ... r SET NAIL & � ASPHALT PAVEMENT �.� 1Q( ,., n ry MTMa+, z y ^ " f'T�` DISK LB3870 •3 $ 944 N = NO PAVEMENT sTRPINc .z � ��'<, PROPOSED 7-ELEVEN SITE b INDRIO ROAD AND N KINGS HIGHWAY 7, 00 " ST LUCIE U FLORIDA951 z � .;(TURNPIKE FEEDER ROAD) � n ;; � ��;. �'� -�'w` { n COUNTY LORIDA 3 i�I�ce�y -SECTIO 1-� `�. e SURVEY 3BOUNDARY & TGAC }•V,<_.;, rv.:. ALTAJNNSPS LAND TITLE SURVEY STORM MANHOLE �WLs-__Vu9 - RIM ELEVATION=22.99' STORM MANHOLE 5FORM MANHOLE RIM ELEVATION=22.40' ORM MANHOLE ��ELEyATION=2.30' RM MANHOLE PULICE LAND SURVEY®RS INC. UNDER CONSTRUCTION iNv"�"r ELEVATION-76:95'E IM ELEVATION=22.65' I ;y 1 ELEVATION=17.13'E sroRM MANHOLE 5381 NOB HILL ROAD RIM ELEVATION=22.47 I SUNRISE FLORIDA 33351 INVERT ELEVATION=16,77'W STORM MANHOLE i �NVERT EL' ARON=11.1 ]'N RIM ELEVATION 2087 I TELEPHONE: (954) 572-1777 Icy INVERT ELEVATION=9.82SE I ELEVATION 113TS STORM MANHOLE `III_ I ELEVATION 1172 N. NS S,M---�_STM INVE .ELEVATION=15.07'W I INVERTEE VATI 7 6'S I STORM HOLE �' O MpN FAX (954):572-1778 F '�, sTM-_�_S44 INVERT ELEVATION=11.9YN "RIM ELEVATION=2oa5' E-MAIL: surveys©pulicelOndsurveyors.cot'fl' 51M� ELEVATON=12:15'S STM�SDe_ST _ �El noN=l2 iO'w I WEBSITE: www.pulicelandsurveyors.com STM-_STM--'__STM---_S7M ELEVATION=14.95W N CERTIFICATE OF AUTHORIZATION LB 3870 III s,M_STM-_STM - STM s M�S - AGEMEN nCONSTRUCTION & MAN HTON CONSTRUC - MILE: CREIG �STOL_R MNa�-s M_�Y: M.�. SCALE:1" 30'RIVAnON-21.24' INVERT ELEV,ATIOr-Iz.1a;r r=DRAWNI HECKE p BY: J.F.P SURVEY DATE: 9/23/19A ORDER NO.:66416