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HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEY V � O Z N V00 H co W 1-400 WJZ° � � � z Lu m 0 W O � Q � Z � � z � Or- H aW Z � N v O W A F--� -1 00 > H V 0 ixL� Z w a: � H r-- 22tit ,o t21? MCNEURLIN STREET W � Z -+I m I� o o N 89°2822" E 930.43'(P) (30' ROAD R/W) (NOT OPEN) Z O O C1I O FND 5/8"IR&C LB 4286 N 0.12',E 0.78' '-' '-' ° " I90 o o N 89 28 39 E 930.01 (M) 4' HWF COP 5 0.7',E IT 9 \ 0 2 12 �21 ti 4'HWF INT S 0.9' Ltib - - 10' DUE L0� FND 4X4DCM LS 2391 N 0.05',E 0.36' V '• V o ,L2ph 21oj I Lti�` 201 10' DUE - 2ti' _ _ - 2ti' - 2 ' - 21.0 - •O - - - - 4' HWF COP 5 1.2',W 1.1' 1-4 � a �9 2 p 3 WELL 640.31' W__ti_ PROPOS cs, 31.0' 12.0' W- (700 SQARD ' nV13 E FEET : 2tib 2 m 2 ' b 227.19' UNOBSTRUCTED AREA) za1 O �_-- O Cl 20.0' - � y 211 O _x42.1 1°J P- 22 '� O v N cn cn __m b O �22<3 tit 2 0 3 ("10 0 � � PROPOSED m 2ti' TOB _ _ U' 2 22. m -I o o SINGLE FAMILY p r'l 2ti. - p2 m 0q, RESIDENCE `�; ( EOW >4 22 FFE= 24.60 A OOI O I G PROPOSED 31.0' °'� go S�p1�� PAVERS 241 PROPOSED V \ WATER SERVICE. co PO I \ O 'L O L7 0 zm 00 Lg. �T �0 U' \� \ O0 O o \ 23`' �� 00 PARCEL ID:OD W O 1 1 0 0 \ 0 23 20.5o Te POND 11 4 - 2320-501-0073-000-9 rAi I I N \ 23� 23� Ltib EOW EL= 19.0 - 2L� L1 I ---------2tib z 2 __ I � � � (OCCUPIED) PO Lnn N I I m --- �1 2tib 215 /\ 1 m WELL & SEPTIC OVER 75' N 1� I I 20� N N DRAWDY/BROCKSMITH T. 232 6 " 2ti° (3' -i O% Q` ROAD SUBDIVISION c, - - 4 MILLINGS DRIVE / O � � O% p. = v \CS 20.46 Ln I I ro 00 LOT 8 30.40' ZL3 / 00 in O1-1 p I l 0 3 v 0 229° v v-I 22�� �2ti' 225.52' 12.0' 3 CONC 23.0' ., I v w 1 STORY CBS 20 37.5' 6.67' 2 i 4.33' RESIDENCE 1 I FFE= 24.60 cn AL GARAGE r" 0 w O FFE= 23.00 o I 4.33' = v q 115.01' / 498.18' mI� 6.67' w 1 CONC \� EOW r O y w 20 © WELL 1 lo, 226.27' 41.40' 12.0 2�' 21. 3 TOB �, �-CO El V w I 2 o D/F CS 0 �TOg o H go I _ �I :,4I � - - -TOB- - - - - � - - - - - - -TOB 50' � � � �� ��s` 20� TOB 20 2�20 - _ 2 - - - - TOB cn I 10"PVC 0� 50 1.5 221 � 2''' p� oho b 9 °� 19.8 - L - - - - - - -- - - -- - - -- - - - -- - 2 - - --�� 2 1$' SWL 19. ti9 ,� ti� SWL 1 $ - SWL -�-- -� - -- - - - - - - - - - - - - - �- 1 I -� _ _ -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - TOB L0. 10' DUE O� 10' DUE 1�. TOB/4' H F 20 b TOB 20 g 5 FND 5/8"IR&C LB 4286 \ 2 TOB/4' HWF ° b O 10' DUE O 3� I I 20A FND 5/8"IR&C LB 4286 LO 10' DUE 201 201 CS FPL TRANS 201 - 20b Lo. - - L11 4'HWF INT N 0.8' N 89 28 26 E 930.11 (P&M) (BEARING BASIS) 2 - 2 4' HWF COP N 0.7',W 0.5' VI O O 22 I I 4'HWF COP N 0.9',E 0.8' - - - O U- z ti� �212 BM FND MN NO ID IN 2 \ / FNC P05T EL= 21.51 NAVE) DRAWDY/BROCKSMITH a W Q W 2tib ROAD SUBDIVISION O 5 ex L m LOT 7 ''^^ (OCCUPIED) ad (n a V J WELL & SEPTIC OVER 75' W a 1 Q Q Z ABBREVIATIONS LEGEND LEGAL DESCRIPTION: mO A/C AIR CONDITIONING ICV IRRIGATION CONTROL VALVE TOE TOE OF SLOPE LOT 8, DRAWDY/BROCKSMITH ROAD SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED AC ACRE IW IRRIGATION WELL TP TRAVERSE POINT IN PLAT BOOK 75, PAGE(5) 23 THROUGH 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AL ALUMINUM L LENGTH TR TELEPHONE RISER ANC ANCHOR LB LICENSED BUSINESS TRANS TRANSFORMER AP ANCHOR POLE LFST LIFT STATION TSB TRAFFIC SIGNAL BOX APRX APPROXIMATE LME LAKE MAINTENANCE EASEMENT TT TIN TAB ADDRESS: 3000 5 BROCKSMITH ROAD ASP ASPHALT LOC LOCATION TWP TOWNSHIP BE BUFFER EASEMENT LP LIGHT POLE TYP TYPICAL FT PIERCE, FLORIDA 34945 BFP BACK FLOW PREVENTOR LS LICENSED SURVEYOR U/C UNDER CONSTRUCTION BLDG BUILDING M MEASURED U.E. UTILITY EASEMENT BLK BLOCK MAX MAXIMUM UP UTILITY POLE NOTES: BM BENCHMARK MB MAIL BOX UR UTILITY RISER BOC BACK OF CURB MEAS MEASURED UW UNDER WATER BP BRICK PAVERS MEs MITERED END SECTION VC VALLEY CURB BOW BACK OF WALK MH MAN HOLE VLT VAULT SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS-OF-WAY, OR OTHER RESTRICTIONS OF RECORD. BRG BEARING MHWL MEAN HIGH WATER LINE WD WOOD BW BARBED WIRE MIN MINIMUM WL WATER LINE C&G CURB AND GUTTER MN MAGNETIC NAIL WM WATER METER A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. C&T CULPEPPER&TERPENING MN&D MAGNETIC NAIL&DISK WP WELL POINT C/O CUT OUT MIT MITERED END WPP WOOD POWER POLE C CALCULATED MW MONITORING WELL Ws WATER SERVICE BEARINGS SHOWN ARE RELATED TO THE SOUTH PROPERTY LINE OF LOT 8, HAVING A PLATTED BEARING OF N CATV CABLE TELEVISION BOX M&B METES AND BOUNDS WV WATER VALVE 89028'26" E, ALL OTHER BEARINGS ARE RELATIVE THERETO. CB CATCH BASIN N&D NAIL AND DISK CBS CONCRETE BLOCK STRUCTURE N NAIL q CHI) CHORD NA NON-APPLICABLE O CI CURB INLET NAVE) NORTH AMERICAN VERTICAL DATUM SPOT ELEVATION ELEVATIONS ARE IN FEET AND RELATED TO GIS BENCHMARK "JO ANN", HAVING A PUBLISHED ELEVATION= $ CL CENTERLINE NGVD NATIONAL GEODETIC VERTICAL DATUM 6.0924 METERS THEN CONVERTED TO 19.99 FEET NAVD (NORTH AMERICAN VERTICAL DATUM,) ALL OTHER CLF CHAIN LINK FENCE NO NUMBER DRAINAGE FLOW CM CONCRETE MONUMENT NTS NOT TO SCALE ELEVATIONS ARE RELATIVE THERETO. U) CMP CORRUGATED METAL PIPE O/A OVERALL z4.i = PROPOSED GRADE z o Co CLEAN OUT O OFFSET COR CORNER OEE OVERHEAD EASEMENT PROPERTY LIES IN F.I.R.M. ZONE "X", AS PER MAP NUMBER 12111CO165 J, DATED 2/16/2012. FLOOD ZONES ARE CONC CONCRETE OHE OVERHEAD ELECTRIC APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. > CONST CONSTRUCTION OHU OVERHEAD UTILITY Lu COV COVERED OR OFFICIAL RECORD Ax CE COVERED ENTRY ORB OFFICIAL RECORD BOOK IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER COVP COVERED PORCH P/C PROPERTY CORNER CPP CONCRETE POWER POLE P/L PROPERTY LINE THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. CPPIPE CORRUGATED PLASTIC PIPE P PLAT CS CONCRETE SLAB PAVE PAVEMENT A DELTA ANGLE PS PLAT BOOK LEGEND UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND D/F DRAIN FIELD PC POINT OF CURVATURE D DEED INFORMATION PCC POINT OF COMPOUND CURVATURE OR FEATURES MAY EXIST. DC "D"CURB PCO PRESSURE CLEAN OUT(SANITARY) D.E. DRAINAGE EASEMENT PCP PERMANENT CONTROL POINT DI DROP INLET PF PLASTIC FENCE -� = POSTED SIGN BST = BELLSOUTH TELEPHONE RISER THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN DIA DIAMETER PG PAGE DIP DUCTILE IRON PIPE PI POINT OF INTERSECTION THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. DMH DRAINAGE MANHOLE PRKG PARKING > = LIGHT POLE = BELLSOUTH TELEPHONE MANHOLE DUE DRAINAGE&UTILITY EASEMENT PK&D PARKER KALON NAIL AND DISK NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND EC EDGE OF CONCRETE PK/TT PARKER KALON NAIL AND TIN TAB ECP ELECTRICAL CONTROL PANEL PLS PROFESSIONAL LAND SURVEYOR MAPPER. EL ELEVATION POB POINT OF BEGINNING 0 = WOOD POWER POLE © = GREASE TRAP ELEC ELECTRIC POC POINT OF COMMENCEMENT w ELEV ELEVATION PP POWER POLE WPB PUBLIC WATER & SEWER NOT AVAILABLE. ~ EM ELECTRIC METER PRC POINT OF REVERSE CURVATURE p = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX a ENC ENCROACHMENT PRO PRORATED DISTANCE EOW EDGE OF WATER PROP PROPOSED DDCV BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED. EP EDGE OF PAVEMENT PRM PERMANENT REFERENCE MONUMENT r e = BACK-FLOW PREVENTOR = DOUBLE DETECTOR CHECK VALVE ESB ELECTRIC SERVICE BOX PSM PROFESSIONAL SURVEYOR&MAPPER ESMT EASEMENT PSWL PLASTIC SWALE WM THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. T EX. EXISTING PT POINT OF TANGENCY m EXT EXTENDED P.U.E. PRIVATE UTILITY EASEMENT ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR FNC FENCE PVC POLYVINYL CHLORIDE ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. FC "F"CURB R/C ROD AND CAP WV RIP FDC FIRE DEPARTMENT CONNECTION R/W RIGHT-OF-WAY = WATER VALVE = FIRE INDICATOR POST DRAWN BY: FECRR FLORIDA EAST COAST RAILROAD R RADIUS ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. GJS FFE FINISHED FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT RFL ROOF LINE = FIRE HYDRANT E� = ELECTRIC METER FND FOUND RGE RANGE Y APPROVED BY: FOC FACE OF CURB RLs REGISTERED LAND SURVEYOR LEGAL DESCRIPTION FROM WARRANTY DEED OF GIFT, RECORDED IN OFFICIAL RECORD BOOK 4232, PAGE 2912, R. KEMERSON FOW FACE OF WALK RP RADIUS POINT co _ �� _ PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. FPL FLORIDA POWER&LIGHT RR RAILROAD • - CLEAN-OUT - GAS VALVE SCALE: GIS GLOBAL INFORMATION SYSTEM RRS RAILROAD SPIKE GMH GAS MANHOLE s/W SIDEWALK LOT CONTAINS 247,443 SQUARE FEET OR 5.68 ACRES. 1" = 40' GND GROUND SMH SANITARY SEWER MANHOLE = CURB INLET TYPE 6 �❑ = CATCH BASIN Q GRD GRINDER SST SOUTHERN BELL TELEPHONE DATE: HC HEADER CURB SEC SECTION MES BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 07-23-21. Digitally signed by Robert F Kemerson 08-02-21 HCP HANDI-CAP SF SQUARE FEET ® = SANITARY MANHOLE � = MITERED END SECTION Robert F HDPE HIGH DENSITY POLYETHYLENE SHP SHIP SPIKE OR BOLT DN:c=US,o=Florida, FIELD BOOK/PAGES HWF HOG WIRE SLCR ST LUCIE COUNTY RECORDS dnQualifier=A01410C0000017A9138FE PLANS HW HEADWALL SLP STREET LIGHT SUPPORT POLE 0 = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE CERTIFIED TO: HYD HYDRANT S.S. SANITARY SEWER FC00000A070,cn=Robert F Kemerson ICV IRRIGATION CONTROL VALVE SPC STATE PLANE COORDINATESKernerson ID IDENTIFICATION ST SEPTIC TANK YRD _ ESB _ Date:2021.08.02 14:28:50-04'00' ILL ILLEGIBLE STD STANDARD • - YARD DRAIN - ELECTRIC SERVICE BOX JOB NUMBER: INT INTERSECTION STU STORY INV INVERT Ssv WL SWA EARY VALVE IV 21 -2227 = IRRIGATION VALVE = AIR RELEASE VALVE IP IRON PIPE ROBERT F. KEMERSON IP&P IRON PIPE&PLUG TA TOP OF ASPHALT PROFESSIONAL SURVEYOR AND MAPPER IR&C IRON ROD&CAP TM TAX MAP IRR IRRIGATION TMH TELEPHONE MANHOLE ICV = IRRIGATION CONTROL VALVE S' = SANITARY VALVE STATE OF FLORIDA (PSM)#6285 1 SHEET: 1 IV IRRIGATION VALVE TOB TOP OF BANK N:\Projects\2021\21-2227 L. Bento-Brocksmith Rd\21-2227 BNDY TOPO.dwg,8/2/2021 2:27:48 PM,AutoCAD PDF(General Documentation).pc3