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HomeMy WebLinkAboutSURVEYSGRAPHIC SCALE 40 n 20 40 60 ( IN FEET ) I inch = 40 ft. CERTIFIED TO: JAMES WEINERT DESCRIPTION 160 LOT 20, CARLTON COUNTRY ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 80OK -46, PAGE 29 0�,,jF,— ,HHE PUBLIC RECORDS OF ST_ LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 5.17 ACRES, MORE, OR LESS. NOTE: ADJC IS G THE SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED. SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 20, 2019 (SKETCH). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH R/W LINE OF BRIDLE WAY ROAD, BEARING N89°52'33"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111 CO250 J, DATED 2-16-12. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT—OF—WAYS APPEARING IN THE PUBLIC RECORDS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 11. PROPERTY IS CURRENTLY VACANT. I RICHARD C. LAVENTUkl!� FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 DATE FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All PreviAus Site Plans for OSTDS # 56-s6-112401 & Well # 59-299'73 Date: 3/w/ia Reviewer: 70' HORSE TRAIL COMMON AREA AND STORM WATER MANAGEMENT COMMON AREA BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR JAMES WEINERT — R E V I S I 0 N S— BY DATE ADD TOPO ,MOVE.,PROPOSED,_HOUSE..40' .,SOUTH ..................................... � MWH ��MWH 2/21/19 3/15/19 BY DATE FIELD JK 2/13/19 CALCS. ....I.......... RCL. . 2/12/19 DRAWN MWH 2/14/19 CHECKED RCL 2/14/19 FILE REF. FIELD BK/PG 19.3241 GPS 21.3' COVERED - \ ENTRY \ 13.3' ;26.3' PROPOSED o 1 RESIDENCE PROPOSED o FFE=XXX.XX v I 11.7' I o a 7 0' COVERED ih PORCH oi / 23.7' / DETAIL / N.T.S. / LEGEND A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH _ (C) = CALCULATED `— (P) = PLAT FND = FOUND TOB = TOP OF BANK FFE = FINISH FLOOR ELEVATION FPL = FLORIDA POWER AND LIGHT CHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK SF = SQUARE FEET R/W = RIGHT—OF—WAY EL = ELEVATION AC = ACRES OW = PROPOSED WELL O = PROPOSED SEPTIC TANK IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP Q = SET IRC LB 7056 ® = CABLE BOX 0 = LAMP POST ® = ELECTRIC SERVICE BOX = AT&T PEDESTAL c-0-.) = WOOD POWER POLE (— = GUY WIRE CONC = CONCRETE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT INV = INVERT M = MITERED END STRUCTURE N.T.S. = NOT TO SCALE = EXISTING ELEVATION PER PLAT = CARLTON COUNTRY ESTATES —X — = 4' VINYL RAIL FENCE L AVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEERING COORDINATION SCANNED 2552 PETERS ROAD, SUITE D BY FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX St. Lucie Coun DATE: 2-14-19 SCALE: 1 "=40' JOB No. 19.3241 SHEET 1 OF 1 FILE COPY igoy 0tiyo2 GRAPHIC SCALE 40 0 20 CERTIFIED JAMES WEINERT ( IN FEET ) i inch = 40 it. TO: 160 RECEIVED JUN 6 2019 Permitting Department St. Lucie County, FL PERMIT # 1904-0442 DESCRIPTION LOT 20, CARLTON COUNTRY ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE 29 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 5.17 ACRES, MORE OR LESS. SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS JUNE 3, 2019 (F.B. 19-255/28). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH IR/W LINE OF BRIDLE WAY ROAD, BEARING N89°52'33"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111CO250 J, DATED 2-16-12. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT—OF—WAYS APPEARING IN THE PUBLIC RECORDS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. t- RICHARDVC. LAVEeURE `FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 PROJECT BENCHMARK SET NAIL/TIN TAB (NO I EL=100.00 (ASSUMED) 70' HORSE TRAIL COMMON AREA AND STORM WATER MANAGEMENT COMMON AREA BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR DATE JAMES 1'1 EINERT FND PKD _((ILLEGIBLE) 83,52" — R E V I S I O N S— BY DATE ADD TOPO MWH 2/21/19 MOVE PROPOSED HOUSE 40, SOUTH MWH .3/1,5/1,9, ADD PROPOSED FIFE; POND DIMENSIONS ....................I.... JOE M 4/16/19 . ..... ................................I.... SURVEY _„_,.,,,,,,,,,MWH FORMBOARD TIE-IN ............... ....,...,..........., .... 6/4/19 ........... BY DATE FIELD ... JK .......2 2/13/19 ... CALCS. RCL 12 19 .. �.. �.... DRAWN ............................ MWH 2/14/19 CHECKED RCL 2/14/19 FILE REF. FIELD BK/PG 19.3241 GPS i i / 14.0 DETAIL N.T.S. LEGEND A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED �P ­ PLAT FND = FOUND TOB = TOP OF BANK FFE = FINISH FLOOR ELEVATION FPL = FLORIDA POWER AND LIGHT CHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK SF = SQUARE FEET R/W = RIGHT—OF—WAY EL = ELEVATION AC = ACRES !� = PROPOSED WELL = PROPOSED SEPTIC TANK IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP 0 = SET IRC LB 7056 ® = CABLE BOX >yc = LAMP POST ® = ELECTRIC SERVICE BOX 0 = AT&T PEDESTAL c—Q. = WOOD POWER POLE C— = GUY WIRE CONC = CONCRETE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT INV = INVERT © = MITERED END STRUCTURE N.T.S. = NOT TO SCALE = EXISTING ELEVATION PER PLAT = CARLTON COUNTRY ESTATES x = 4' VINYL RAIL FENCE LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING SCANNED 2552 PETERS ROAD, SUITE D BY FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX St, Lucie County SCALE: 1 "=40' JOB No. 19.3241 SHEET 1 OF 1 40 GRAPHIC SCALE 40 80 CERTIFIED JAMES WEINERT ( IN FEET ) 1 inch = 40 ft. TO: DESCRIPTION LOT 20, CARLTON COUNTRY ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE 29 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT 21 SAID LAND CONTAINS 5.17 ACRES, MORE OR LESS. FFE=105.00 NOTE: ADJOINING WELL AND SEPTIC SYSTEM IS GREATER THAN 100 FEET FROM THE COMMON PROPERTY LINE. PROJECT BENCHMARK SET NAIL/TIN TAB (NO ID) EL=100.00 (ASSUMED) gg7g ASPHALT (60' R r n 986 383, FND IRC (ILLEGIBLE) N89'52 33 E (0.1' EAST) 332.42' R/W LINE 10' U.E. (PER PLAT) EXISTI7CATE X 7- xFENCE TIE (0.0' EAST)ofovo m ml II SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 20, 2019 (SKETCH). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH R/W LINE OF BRIDLE WAY ROAD, BEARING N89.52'33"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111 CO250 J, DATED 2-16-12. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 11. PROPERTY IS CURRENTLY VACANT. RICHARD C. LAVENTURE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 FND IRC (ILLEGIBLE) FENCE TIE (0.1' NORTH, (0.6: NORTH, 0.2 WEST) 0.0 EAST) POND SPECIFICATIONS: 25' SETBACK FROM PROPERTY LINES 4:1 MAXIMUM SLOPE UP TO 3' BELOW WATER LEVEL 12' MAXIMUM DEPTH OF EXCAVATION 192.2' PROPOSED 994�r�� 12' X 51'SEPTIC SYSTEM I I UNOBSTRUCTED AREA IIIII AVAILABLE=80,000 SF------ 200.0' IIIII IIIII L FND IRC 2391- X- X � FND IRC 2391 (0.2' SOUTH, 0.5' WEST) ri PROPOSED 12' ASPHALT DRIVE ® OPOSE N N PROPOSED WALK-\ 9 993 FND PKD a% (ILLEGIBLE) 83.52' �R=25.00' g p=56'37 59 �L=24.71' R-75 00' 153.6' A=56-46'07" L=74.31' 9- yJ - LOT 20 \ PROPOSED RESIDENCE \ (SEE DETAIL) PROPOSED \ �26.7' X 20.0' \ W CONIC APRON \ 3 155.0' PROPOSED Ir 3 WATER SERVICE 1I I g PROPOSED >g WEL j a WELL 1 RADIUg L to i -10' D.E. (PER PLAT) S89'50'40"W V TOH-- TOB 416.00' TOE 70' HORSE TRAIL COMMON AREA AND STORM WATER MANAGEMENT COMMON AREA BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR JAMES WEINERT FENCE TIE (03 NORTH, 0.1' WEST) FENCE TIE (0.2' WEST) >R (D I'7 J L% ;r) Q O Ci Q O Oaf L0 cn FND IRC 2391 (2.0' NORTH, 1.6' EAST) -REVISIONS - BY DATE ADD TOPO MWH 2/21/19 ......... ........._ .... . MOVE PROPOSED HOUSE 40' SOUTH MWH 3/15/19 ADD PROPOSED FFE; POND DIMENSIONS .,,,. JOE M 4/16/19 BY DATE FIELD JK ,2/13/19 CALCS. RCL 2/12/19 DRAWN ............ MWH ,2/14/19, CHECKED RCL 2/14/19 FILE REF. FIELD BK/PG 19.3241 GPS � 21.3' / \ I COVERED / ENTRY 13.3' \ c 26.3' / PROPOSED o 1 I RESIDENCE 1ri PROPOSED 0 MINIMUM FFE=103.00' I I11.7' l d 7.0' o COVERED PORCH ro \ 18.7' 23.7' / DETAIL N.T.S. / LEGEND 0 = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED LOT 19 (VACANT) (P) = PLAT FND = FOUND TOB = TOP OF BANK FFE = FINISH FLOOR ELEVATION FPL = FLORIDA POWER AND LIGHT OHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK SF = SQUARE FEET R/W = RIGHT-OF-WAY EL = ELEVATION AC = ACRES O = PROPOSED WELL O = PROPOSED SEPTIC TANK IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP O = SET IRC LB 7056 ® = CABLE BOX Y = LAMP POST ® = ELECTRIC SERVICE BOX = AT&T PEDESTAL � = WOOD POWER POLE MIN. SETBACK REQ. = GUY WIRE FRONT�S�U_�-- SIDES-- CONIC = CONCRETE CNR SIDES U.E. = UTILITY EASEMENT REAR_. � - zNc. D.E. = DRAINAGE EASEMENT TECH' INV = INVERT MI = MITERED END STRUCTURE N.T.S. = NOT TO SCALE = EXISTING ELEVATION PER PLAT = CARLTON COUNTRY ESTATES -X - = 4' VINYL RAIL FENCE DATE: 2-14-19 LAVENTURE & ASSOCIATES, INC. SCALE: 1 "=40' PROFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEERING COORDINATION J06 No. 19.3241 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 �/y ^ LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX Y(� /Ne Ill SHEET 1 OF 1 FILE COPY StsUBco