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HomeMy WebLinkAboutSITE PLAN - BOUNDARY SURVEYORANGE AVENUE 0 0 N O LO O 0 NORTH QUARTER 1331.65' CORNER CALCULATED NOT PLATTED SYMBOLS: (-- = GUY WIRE ANCHOR IM = CABLE TELEVISION BOX E3 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑T = TELEPHONE BOX = SIGN = SANITARY MANHOLE = STORM MANHOLE = NUMBER OF PARKING SPACES = FIRE HYDRANT t = LIGHT POLE ® = CONCRETE POWER POLE (�f = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE ea = WATER VALVE QW = WELL ❑W = WATER METER '& = WOOD POWER POLE 0 = SET 5/8" IRON ROD WITH PLASTIC CAP PRRM PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT FND 3"X3" CONC MONUMENT CONC 2391" 00 O of N 4' WIRE FENCE INTERSEC O� I �30.2'E OF PCOR NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 109' R/W N89°48'48"W 2663.29' 1241.04' NORTH LINE OF SECTION 14 S89°48'48"E 1241.02' LOT 5 MELLEN GROVES (PB 74, PG 4) 9. _» WELL %tot, / SECTION CORNER CALCULATED Lj 12 FND 3"X3" 90.60' CONC MONUMENT 510 14 13 (BROKEN TO ) a 90.60' x �p N SEPTIC 10' OFFSET � SET IRC x "PSM 6330 WITNESS' z SITE BENCHMARK I o SET NAIL IN POST x ELEV- 21 83 NAVD 1988 ^ zu.zu 20.04 19.91 N N 00 x m a1 ao x 945.80' 00,0C) t p o. LOT 6 x MELLEN GROVES O N I (PB 74, PG 4) ; SM 0 x iti�MGM Z PROP WELL OD I J x O �01 TOP OF BAN 21.43 20.03 DRAINAGE DITCH 20.02 0.12 4' WIRE FENCE S89058'18"W 1225.72' — — x 767sf DRAINFIELD / 1,200sf UNOBSTRUCTED AREA S/T 0 0 47.67' i o - cV f0 s.67: 8.00' " � M ,615.00' (F33' 8.00' WO M r, oa n i_ wxi_ t0 U 0 W(r(6 20.67' ro Oars U PROPOSED CBS RESIDENCE 6.33' 8.00' FFE=25.20 8.00' j, M 12.33' in 0 0 2.0'r, W= wo Ujw 0 2.0' OR n 11.00' c) 25.00' L" N tO O W N N O> O O 11.00' 24.00' On 0 M d' N M d 25.00' PROPOSED PROPOSED WELL W 1" WATER SERVICE LINE DETAIL SCALE: 1 "=30' — 1 .7—L I h1UU r-r Ur-UJGU "C_'DIUGIVI�G DATE: REVISIONS: LOT 3 MELLEN GROVES (PB 74, PG 4) M 's• �I M PROPOSED WELL PROPOSED SEPTIC 1 4' WIRE FENCE INTERSECTION x 1.1 NdF1 PCC R x ��. 210.00' I 4' WIRE FENCE INTERSECTION 0.7'N, 19.1W x OF PCOR 18" Cm INV= 15.75 20.41 I �p 10' OFFSET 1.0 SET IRC x "PSM 6330 WITNESS" 0 a o J Q 0� =o a a az �10 w co WU QW pw W I— -� ==) 0- N w U'J -0 m z rim m —0 L0 0 ♦J 0 of J 18aV) Z�j U� w� w 2 EAST 1/4 CORNER (CALCULATED) ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340— 2250 SITE w 110- J LU U � ry � W W � W Z 2 OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: LOT 4 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 316,159 SQUARE FEET OR 7.258 CARES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a—k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED CLIENT. 4. BEARING BASIS: S89°58'18"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: ESTEBAN A. RAMOS & MARY F. RAMOS TREASURE COAST TITLE & ESCROW CHICAGO TITLE INSURANCE COMPANY 13. Oc COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. 2-05-21 DATE OF FIELD SURVEY: 4-11-18 — DATE OF SURVEY: 4-11-18 ALE _.. PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CEVI'FI g —E 6330 SITE PLAN BOUNDARY SURVEY CAD K:\MECCA FARMS\RAPTOR GROVE\DWG\18-3808.DWG 1071 S. HEADER CANAL ROAD REF K:\MECCA FARMS\RAPTOR GROVE\DWG\16-2338MG.DWG FLD CJM / RP FB. PG. JOB 18-3808 AS PREPARED FOR OFF CJM DATE 4-1 1-18 ESTEBAN A. & MARY F. RAMOS JCKD AJP SHEET 1 OF 1 DWG D-0963 ,.:\MECCA FARMS\RAPTOR GROVE\18-3808.dwq, 3/19/2021 11:14:24 AM