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HomeMy WebLinkAboutBOUNDARY - TOPOGRAPHIC SURVEY - 11-15-18t FND NAIL &DISKj�{ O co N 87008'59" W 3.98 80.00' I g10-o�9� VED NOV 19 2018 4,86 x ST. Lucie County, Permitting "3.68 IF 1228.33'(P) S 87'08'47" E 3.7 3.76 TOTAL 1228.73'(M) FND NAIL & DISK 4,03 - & f3f-MI{ — - x- (NO ID) 0.10' EAST - 4.11 — 20' ASPHALT 4.21 60' R/W 4.22 4. 3.34 3,88 ` 3,95 3.90 FND 5/8" IRC UNREADABLE LOT 10 BLOCK 2 w x OCCUPIED 4,54 x170 o IMPROVEMENTS S LO on NOT LOCATED F. "- caSA0 4'METALFi .: rn-AR ►� - GU , — - - 8'35" W 80.00, x 3.80 CERTIFIED TO: RANDY M. & MELISSA W. MURDOCK; REVISION REVISED FLOOD ZONE BY CA 11/15/2018 O O CI) Cl) 5.75 x 29.00, 5.74 � 5.75 X 6.09 5.58 x ZONE €-5" 20.00' < 8 °08'59" W �l LI< ,LI :L, <L' L PROPOSED `• ` CONCRETE DRIVE L. ZONE-.. X L x 5,84 . < .4,, •L <, .77 ,. 6,2 36.00' LOT 9 BLOCK 2 o PORPOSED - 1 STORY GARAGE MINIMUM FFE = 6.9 36.00' —ZONE "X"5 5 X 5,93 x 5,70 6 x 3.66 Bounday � Topographic Survey For: Randy-M..-Murdock FND BOAT SPIKE (NO ID) AT C/L INTERSECTION 688 70'"" STREET AD D RE55: N 87°08'47" W III � 249 BIMINI DRIVE, FORT PIERCE FL 34949 LEGAL DESCRIPTION: _ _ _ T - - - - _ _ _ .. - _ LOT 9,_ BLOCK 2,_ AND_ THE__NORTH_t 0-FEE-T--OF-THE - -- FND 5/8" -IRC— — -- - FND 3 8 IRC VACATED ALLEY LYING ON THE SOUTH, CORAL COVE READABLE LB 6790 BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF, 0' 20' 40' 4.10 # � AS RECORDED IN PLAT BOOK 11, PAGE 30, A-B, OF THE A'� ® N 87°08'47" W PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GRAPHIC SCALE IN FEET 80.02'M LEGEND � ABBREVIATIONS: x 4,18 5.85 15.00' 5.741 7 15.00, I x5.77 I c) r• EXISTI LO DRAINFIELD O x 7.00 4L 4' o � x O I N 87008'35" W x x 7,00 LOT 8 BLOCK 2 EXISTING RESIDENCE FFE = 7.1' PATIO ------------ FN 5/8" IRC I 80.01P LB # 7903 x 80.02'M�� N 87 08 47 W ZONE "AE-5" 4,15 x 4.35 ASPHALT VARIES CBA AMNOLD DATE SIEWED PROFESSIONAL'Si7WEYOR d�:MAPPER FLORIDA LIICENSE NO. 4971,; A/C AIR CONDITIONER OCC. OCCUPIED BLLKK BLOCK OHP OVERHEAD UTILITIES BSL BUILDING SETBACK LINE ORB OFFICIAL RECORDS BOOK CBS CONCRETE BLOCK STRUCTURE pg PLAT BOOK CONC. CONCRETE — CM CONCRETE MONUMENT PCP PERMANENT CONTROL POINT CA CENTERLINE PG. PAGE D&UE DRAINAGE & UTILITY EASMENT POB POINT OF BEGINNING ELEC. ELECTRIC POC POINT OF COMMENCEMENT ELEV ELEVATION PSM PROFESSIONAL SURVEYOR & MAPPER FFE FINISH FLOOR ELEVATION IP IRON PIPE FND FOUND IR IRON ROD C CALCULATED FROM FIELD MEASUREMENTS IRC IRON ROD & CAP P PLAT DATA LB LICENSED BUSINESS M MEASURED DATA LS LICENSED SURVEYOR ID IDENTIFICATION NUMBER R/W RIGHT OF WAY �) FLOW LINE TOB TOP OF BANK ,,I* ELEVATION (TYPICAL) TYP TYPICAL WATER METER UE UTILITY EASEMENT SEWER MANHOLE MIN MINIMUM UTILITY POLE ELECTRIC SERVICE BOX A ARC LENGTH TELEPHONE SERVICE BOX R RADIUS DELTA GENERAL NOTES • NAVD NORTH AMERICAN VERTICAL DATUM DEPT DEPARTMENT 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF BIMINI DRIVE, HAVING A BEARING OF S87'08'47"E, ACCORDING TO THE PLAT OF CORAL COVE BEACH SECTION ONE, AS RECORDED IN PLAT BOOK 11, PAGE 30, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE 5", "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0181 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION CERTIFICATE. 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS JULY 14, 2018. 5/8" IRC 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING # 7903 PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. -�9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988, REFERENCED TO NATIONAL GEODETIC SURVEY BENCHMARK "A-29". © COPYRIGHT ARNOLD SURVEYING, INC. 2018 ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. JOB NO. 18-540 DESC: BIMINI DATE: 08/20/2018 SCALE: 1 "=20' DRAWN BY: CA A OLD SURVEYING, INC. PROFESSIONAL SURVEYORS AND MAPPERS FLORIDA LICENSED BUSINESS NUMBER 7903 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 PHONE: (772) 460-8211 survey@asi—survey.com ­'r3.46 S 87'08 47' E 3.7 3 76 Bounday Topographic 1228- Survey For: 228.33 (P) � " TOTAL 1228.73' M FND NAIL & DISK FND NAIL &DISK vn n �( _- - - - - 4. 4.03__ , _�L -3f-M- - _ (NO ID) 0.10' EAST _ - 4.11 -FND BOAT -SPIKE (NO- ID)- --Ra n d J ,-v"'-'-'_V '-U-rd oc" (NO ID) - --X4.22 22 AT C/L INTERSECTION 20 ASPHALT 4.21 60' R/yy 4' 4 3.88 N 868 8 47MW STREET AD D RE55 : 3.95 3.90 249 BIMINI DRIVE, FORT PIERCE FL 34949 M N 87°08'S9" W 3.98 ZONE € - co LEGAL DESCRIPTION : 80.00' 0 FND 5/8" IRC 20`�Q' < x 3.66 LOT 9, BLOCK_2,_AND�11E_NORTH 10-FEE-T-OF-THE � UNREADABLE , _ _FND-5/8" IRC- - - VACATED ALLEY LYING ON THE SOUTH, CORAL COVE -- - READABLE FND 3/8" IRC BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF, 0' 20' 40' 8 008159" W 4.10 LB # 6790\ AS RECORDED IN PLAT BOOK 11, PAGE 30, A-B, OF THE 4,0 \ PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. ® N $7 �$ 47 W GRAPHIC SCALE IN FEET a Bo.o2'nn LEGEND * ABBREVIATIONS: O�� �19 � �'. x4.18 `' 4 A C AIR CONDITIONER OCC. OCCUPIED PROPOSED'` .`' ' L/K OHP OVERHEAD UTILITIES q CONCRETE BSL BLOCK SETBACK LINE ORB OFFICIAL RECORDS BOOK 0) i CBS CONCRETE BLOCK STRUCTURE pB PLAT BOOK NOV 19 2018 DRIVE c"h CONC. CONCRETE _ CM CONCRETE MONUMENT PCP PERMANENT CONTROL POINT 86 X ZONE' ."X" , r, EXISTI CA CENTERLINE PG. PAGE 5,75 �' 'X 5.84 U) DRAINFIELD D&LIE DRAINAGE &UTILITY EASMENT POB POINT OF BEGINNING ST. Lucie County, Permitting <. < 5.85 N ELEC. ELECTRIC POC POINT OF COMMENCEMENT �i O ELEV ELEVATION PSM PROFESSIONAL SURVEYOR &MAPPER FFE FINISH FLOOR ELEVATION IP IRON PIPE 29 00i < <, � FND FOUND IR IRON ROD ` i X 7.00 C CALCULATED FROM FIELD MEASUREMENTS IRC IRON ROD & CAP 5.74 77 6'2 15.00, P PLAT DATA LB LICENSED BUSINESS M MEASURED DATA LS LICENSED SURVEYOR LOT 10 36.00 5.741 4 2 Imo' IDLownuCATION NUMBER TOW RIGHT OF TOP OF BANK Y ICAL BLOCK 2 LU LOT 9 X WATERELEVAnMETER ON (TYPICAL) UE UTILITY EASEMENT OCCUPIED 4,54 X o BLOCK 2 SUTILITY POLEEWER MANHOLE MINIMUM 5.75 A ARC LENGTH MIN ELECTRIC SERVICE BOX 1S ONE m O PORPOSED _ X TELEPHONE SERVICE BOX x o o C) LOT 8 R RADIUS QQQ DELTA IlVIPRO�T.EMEIV'TS 0 1 STORY `� GENERAL NOTES : NAVD NORTH AMERICAN VERTICAL DATUM DEPT DEPARTMENT NOT LOCATED GARAGE .75 ��y` BLOCK 2 ryJINjNjjJNj I EXISTING HAVING THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF BIMINI DRIVE, HAVING A BEARING OF S87'08'47"E, ACCORDING TO THE PLAT OF CORAL COVE BEACH SECTION ONE, - �iIN1,13 E' fF='.Chi R "'Q +` 1' ' ' = 6.9 x RESEDENCE AS RECORDED IN PLAT BOOK 11, PAGE 30, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. r it � , 3i'i CUR i� !, 6.0 X 3s.00, 15.00 I FFE = 7.1' � 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 1^{� X i R0INT 4,54 x ZONE "X" 5 X5.77 I 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. SIDES�S--T_ ' 5.58x X 5.93 X 5.70 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE 5", "X", OP S1DE� �i.. 4'METAL I ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0181 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION 0 l�CrR MF'1' x CERTIFICATE. "s1 � � � 4' PATIO CD I 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED Nt SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. ��' „ N 8780 00 11 W x 7.00 � 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, 700835W -�f - - EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 80.00' / 1 ----7. THE LAST DATE OF FIELD WORK WAS JULY 14, -2018. 3,86 FN 5/8" IRC I $0 tj2 M L # 7903 x N 87°08'47" W NO 5/8" IRC 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING 99 - _ _ L # 7903 PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. ZONE "AE-5" 4,15 x 4.35 -9 • ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM _ _ OF 1988, REFERENCED TO NATIONAL GEODETIC SURVEY BENCHMARK "A-29". 3,80 � ASPHALT- VARIES. -- CERTIFIED- TO: S' ©COPYRIGHT ARNOLD SURVEYING, INC. 2018 JOB NO. 18-540 A OLD SURVEYIN(i. INC. RANDY M. & MELISSA W. MURDOCK; /r-�� ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS DESC: BIMINI PROFESSIONAL SURVEYORS AND MAPPERS REVISION OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY DATE: 08�20�2018 "=20' FLORIDA LICENSED BUSINESS NUMBER 7903 ���_ �- D�T� SIGNED REVISED FLOOD ZONE BY CA 11 15 2018 / / 1.`. '" PROFESSIONAL $URl[�1YOR & MOPER OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM SCALE: 1 DRAWN BY: CA 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 FLORIDA iAC£1VSI:90. 01 ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. PHONE: (772) 460-8211 survey@asi-survey.com