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HomeMy WebLinkAboutBernie Jennings Site plan bldg 2FND 3X3" CM NO ID 6' DRAINAGE & UTILITY EASEMENT N ao v N C� x 7.0 _8, 25.9' 0 8.83 18.87 �I Cn 8.0 x� o � CD O N � m� PARCEL # z 3419-501-0231-000-9 OCCUPIED z TOGETHER WITH LOT 16 I FND 5/8 IRC PSM # 4274 ePen cavl,e�;�l. m Cp LOT 10 BLOCK 18 OCCUPIED FFE = 9.0' CON 4g 0' �^ 8.81 0 8.88 LO o� 8.87x _ 2.01 27.4' 200 C7 O N 89°46'32" E 8.5' O 8,95 PROPOSED I STORY METAL GARAGE FND I" IP NO ID 0.48'S 8.5' Boundary * Topographic Survey for: I Bernard JenningS I FND 3X3" CM NO ID STREET ADD RES S : 583 NE OLEANDER COURT, PORT ST. LUCIE, FL 34952 FND I"IP LEGAL DESCRIPTION: NO ID .42 8.41 4 x 8, 5 2 ASPHALT 50 N 89046'32" E 71x LflLfANBEf�COUR'Fso• raw - 185.47' - - FND NAIL &DISK 8 52 x 8,59 LB#7357 BEN CFiNIARK 8.45 EV = 8.78' 40 SID RDry 9.36 Cn 45.87'M N LOT 16 N BLOCK 18 j VACANT FND I" IP NO ID CERTI FI ED TO: BERNARD JENNINGS; WATER VALVE - CONCRETE FND 5/8 IR NO ID x 10.3 LOT 12 BLOCK 18 OCCUPIED FFE =10.34' 6' DRAINAGE & UTILITY EASEMENT off T N 89°46'32" E - - - 7-FND 5/8 IRC - - - - UNREADABLE I I I I FND I" IP NO ID 254.24'M GLOBAL POSITIONING SYSTEM (GPS) NOTES I Z 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 O CHANNEL GNSS ATHENA, WITH ATLAS L -BAND RECEIVER. I _o 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE CD U' A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT, 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. �'r4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.FND Ip I ,i _ >;•, X89°46'32" E 299.25'M BASE BEARING - - NO ID LUT 11, BLOCK 18, RIVER PARK UNIT NO. 2, AS PER PLAT THEREOF, ON FILE IN PLAT BOOK 10, PAGE 72 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TAX ID # 3419-510-0226-000-1 LEGEND � ABBREVIATIONS: A 2' +. 32.0' 7. AIR CONDITIONER CONCRETE I STORY CBS A RESIDENCE C FFE =8.8' OR 00 8,78 CID CONCRETE BLOCK STRUCTURE PG(S) CONC CON 4g 0' �^ 8.81 0 8.88 LO o� 8.87x _ 2.01 27.4' 200 C7 O N 89°46'32" E 8.5' O 8,95 PROPOSED I STORY METAL GARAGE FND I" IP NO ID 0.48'S 8.5' Boundary * Topographic Survey for: I Bernard JenningS I FND 3X3" CM NO ID STREET ADD RES S : 583 NE OLEANDER COURT, PORT ST. LUCIE, FL 34952 FND I"IP LEGAL DESCRIPTION: NO ID .42 8.41 4 x 8, 5 2 ASPHALT 50 N 89046'32" E 71x LflLfANBEf�COUR'Fso• raw - 185.47' - - FND NAIL &DISK 8 52 x 8,59 LB#7357 BEN CFiNIARK 8.45 EV = 8.78' 40 SID RDry 9.36 Cn 45.87'M N LOT 16 N BLOCK 18 j VACANT FND I" IP NO ID CERTI FI ED TO: BERNARD JENNINGS; WATER VALVE - CONCRETE FND 5/8 IR NO ID x 10.3 LOT 12 BLOCK 18 OCCUPIED FFE =10.34' 6' DRAINAGE & UTILITY EASEMENT off T N 89°46'32" E - - - 7-FND 5/8 IRC - - - - UNREADABLE I I I I FND I" IP NO ID 254.24'M GLOBAL POSITIONING SYSTEM (GPS) NOTES I Z 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 O CHANNEL GNSS ATHENA, WITH ATLAS L -BAND RECEIVER. I _o 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE CD U' A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT, 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. �'r4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.FND Ip I ,i _ >;•, X89°46'32" E 299.25'M BASE BEARING - - NO ID LUT 11, BLOCK 18, RIVER PARK UNIT NO. 2, AS PER PLAT THEREOF, ON FILE IN PLAT BOOK 10, PAGE 72 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TAX ID # 3419-510-0226-000-1 LEGEND � ABBREVIATIONS: A ARC LENGTH ORB A/C AIR CONDITIONER P BSL BUILDING SETBACK LINE PB C CALCULATED FROM FIELD MEASUREMENTS PCP CBS CONCRETE BLOCK STRUCTURE PG(S) CONC CONCRETE POB CM CONCRETE MONUMENT POC CA CENTERLINE PSM D&UE DRAINAGE & UTILITY EASEMENT R ELEV ELEVATION R/W FFE FINISH FLOOR ELEVATION TOB FND FOUND TOS ID IDENTIFICATION NUMBER UE IP IRON PIPE d IR IRON ROD IRC IRON ROD & CAP ®® LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA NAVD NORTH AMERICAN VERTICAL DATUM OHP OVERHEAD UTILITIES GENERAL NOTES: 0' 40' 80' GRAPHIC SCALE IN FEET 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL OFFICIAL RECORDS BOOK PLAT DATA PLAT BOOK PERMANENT CONTROL POINT PAGE(S) POINT OF BEGINNING POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR & MAPPER RADIUS RIGHT OF WAY TOP OF BANK TOE OF SLOPE UTILITY EASEMENT ELEVATION (TYPICAL) WATER METER SEWER MANHOLE UTILITY POLE DELTA ELECTRIC SERVICE BOX TELEPHONE SERVICE BOX 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF BEACH AVENUE HAVING A BEARING OF N89'46'32"E, ACCORDING TO THE PLAT OF RIVER PARK UNIT NO. 2, AS RECORDED IN PLAT BOOK 10, PAGE 72, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0279 K, EFFECTIVE DATE FEBRUARY 19, 2020. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. REFERENCE BM BEING ST. LUCIE COUNTY SM "PERRY", WITH AN ELEV. OF 8.30'. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. 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. 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 14, 2020. © COPYRIGHT ARNOLD SURVEYING, INC. r =,ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. V= C arlesrnol�tjf •° �' DATE SIGNED THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM Professionaf,%I"'yQ� & Via pet, ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR FLORIDA LICENSEIQt91 - DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS, JOB N0, 20-506 DATE: 03/07/2020 SCALE: 1"=40' DRAWN BY: CA REVIEWED BY: CA Arnold 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 (772) 708-1819 SURVEY®ASI-SURVEY.COM