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HomeMy WebLinkAboutREVISIONS - SURVEYSOFFICE USE ONLY: DATE FILED: a l - 6' ab SCANNED REVISION FEE: 1�P - �� BY St. Lucie County LOCATION/SITE ADDRESS: 4705 ELM AVE, FORT PIERCE PERMIT # 1905-0350 RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING& CODE REGULATION DIVISI -RECEIVED VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 FEB 2 0 ��1� (772)462.1553 APPLICATION FOR BUILDING PERMIT RE ie County, Permitting PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: REVISED SITE PLAN SHOWING SEPTIC LOCATION CHANGE. APPROVED SEPTIC PERMIT PAPERWORK SUBMITTED ALONG WITH THIS REVISION. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: OBC1256527 BUSINESS NAME: RJM CUSTOM HOMES QUALIFIERS NAME: KIM BUNNER ADDRESS: 6917 VISTA PARKWAY NORTH SUITE #1 CITY: WEST PALM BEACH STATE: FL PHONE (DAYTIME): 95610 267-7476 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: ZIP: 33411 FAX: N/A FAX: ZIP: ZIP: REVISION STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM �- CONSTRUCTION PERMIT FOR: APPLICANT: Amanda Allih PROPERTY ADDRESS: 4705 Elm Ave Fart Pierce, FL 34982 IST, PERMIT #:56-SF-1933956 APPLICATION #: AP1404163 DATE PAID: FEE PAID: RECEIVED CEIPT #: DO NT #: PR1212368 FEB 20 '/ E LOT: 17 BLOCK: SUBDIVISION: White City PROPERTY ID #: 3404-501-0632-000-6 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A 13i11q,IS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD Seofic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R ( ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange painted 20d Nail in PP, N side of property I ELEVATION OF PROPOSED SYSTEM SITE [ 18.001 INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 16.001 INCHES FT I ABOVE BELOW BENCHMARK/REFERENCE POINT L D M T H E R V M yu( l V: I. LU.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES e system is sized for 4 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of J gpd. ve the tank abandoned in accordance with the following procedures:(a) The tank shall be pumped out.(b) The bottom of tank shall be opened or ruptured, or the entire tank collapsed so as to prevent the tank from retaining water, and(c) The Ik shall be filled with clean sand or other suitable material, and completely covered with soil. Have the system inspected the health department after it has been pumped and ruptured but before it is filled with sand and covered. SPECIFICATIONS BY: Brian J IngrkM TIC: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian J In DATE ISSUED: 04/1MU19 EXPIRATION DATE: 10/17/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399, The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. File Copy v 1.1.4 AP1404163 SE1253524 N 90000'00" W 490.00'(P) N W COR OUTLOT 17 FND 1/2" ZP NO ID N 90°00'00" W 340.00' (D) NE COR OUTLOT 17 NOT FND W O.b2 N 90°00'W' W 340 62' (M) fND 5/8° TR NO ID i o� Igi $ Ich cij D/F W W W $m PARCEL ID: 3404-501-0631-000-9 $ o $ (OCCUPIED) g g FFE= 10.94 sr Z Z Z NO WELL INTERFERENCE WITHIN 75' PARCEL ID: 3404-501-0630-000-2 S (OCCUPIED) o 10 N NO WELL OR SEPTIC INTERFERENCE N bb1 FND 5/8" RIC WITHIN 75' TKQUILLEN � w I N 90°00'00" W 340.00'(D) N0.05', W 0.34' 48" OAK ON 1 FND 5/8" IR Z 1 ° , �� b ti 1 "9' NO ID ON 15' O/5 ti°' N 90 00 00 W 4PI 325.00 (M) ti°' q BM EL' 9.66 NAVD PROPERTY CORNER X X X 6' GLF COR 6' CI_F COP 51.6' 0b !, 52.3',E12' ;O J O 6' CLF COP No.31: " 510,5'~ N F NO ID ON IT O/S ABANDONED x -- a OHE- OHE--- OHEOH'_ OHS O Ef WELL TO BE Oq ,Iti REMOVED + A3 b� 9 ti° C7 G °1 I $ o h+ + 8 ti° n _ 1 C;C;� W W .� ABANDONED EXISTING W �lI, ®[ STRUCTURES ° ti ~ ONED TO BE REMOVED b F� iU j^,• 0 WELL TO BE ,Ob 88 `n REMOVED + 8 1 EXISTING PARCEL ID: 3404-501-0632-000-6 + 8 $ lad gal b -- Z Z88 + SEPTIC SYSTEM +° f z z TO BE REMOVED - (OCCUPIED} O` O L ti°�s D.iFCOR w 0.4' °^ N 90°00'00 W 340.00'(D&M) 41 1° 6' CLF COFND R CLF CDR FND 5/8" TR 00 NO ID 8 IR S 0,23" 5 0.23' NO ID EAST 340.00' PARCEL 10:3404-501-0633-000-3 PARCEL ID: 3404-501.-0631-000-9 CE(occuPlED) w $ (OCCUPIED} b FFE= 12.91 Z NO WELL OR SEPTIC INTERFERENCE $ NO WELL OR SEPTIC INTERFERENCE CD C;Q WITHIN 75' > o 100 WITHIN 75' ° 0 s( -' 3 W W 3 \d' Uj p v $ 8 CS g o8 Z zz G i �8a � M i I FND 5/8" R/C LB 4942 SE COP OUTLOT 17 •} SW COP OUTLOT 17 NOT FND N0.21',E 0,11 N 90900'00" W 340.001(D) NOT FND - N 90°00'00" W 490.00'(P) i b _ w TW PROPOSED WATER SERVICE O)b V M m 0-- O m M OHE-- OHE--- OHS OHE--- OHE-- OHE OH I IOH pH �° iz.5 YL .�O `5 oH� ti0 cs y0� 1z6.00' pl'hIcl. b 155.50' 11.5 h 12.5 58.50' O'1� ,., PROPOSED 2 18' X 20' CONC PROPOSED EXISTING i8' SHELLROCK 15" IMP HEADWALLS ,�'yO DRIVE DRIVE TO REMAIN Ql l 25.67' PROPOSED 11.83' \ O� 'b a w 12.5 13.6T SINGLE FAMILY RESIDENCE FFE= 13.02 NAVD a0 9.56' 3.0' 3' Ct I O ti N N 12 O N ce v 3.58' CE b o O .. 1 t I C PROPOSED 5.54' p'1P'• 126.25' R v POOL, SPA & DECK COVP M in 4.0' 2.5' g 2 X• 126.75 tK b Q1f .`..01. ^ inT_ N Y t 129.63' 12-5 j 29.33' 13.0' n 'O 36.08' � p p'L 12.5 CS Cs 12.5 i 1 �� 11.5 � a g g PLOT PLAN 40_ 1"=2040 LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET (IF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, P kGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIG ITS -OF WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT 81 EN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST LUCIE COUNTY BENCHMARK "TUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEE � NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON A q DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL IN 3404-501-0632-000-6, HAVING AN DEEDED BEAR ING OF N 00000'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWI I ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADD CTION5 OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, I5 PROHIBITED WITHOUT WRITTEN CO 4SENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS Tt- AT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATU 2E AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP I' RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN AR : IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED P =CORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY A TOPOGRAPHICAL SURVEY FIELD W TE: 02-21-19, CERTIFIED TO: TUSTIN ALLIH AND AA IANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK, NATIONAL ASSOCIATION, ITS SUCCE:;SORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC r ATIONAL TITLE INSURANCE COMPANY. ABB2EVIATI0N5 LEGEND A/C AIR CONDITIONING ENC ENCROACHk =TUT MIT MITERED END AC ACRE EOW EDGE OF Wo TER MW MONITORING WELL AL ALUMINUM EP EDGE OF PA' EMENT µ48 METES AND BOU'Nb.S ANC ANCHOR E58 ELECTRIC 51 RVICE BOX N&D NAIL AND DISK AP ANCHOR POLE ESMT EASEMENT N NAIL APAX APPROXIMATE EX. EXISTING NA NON -APPLICABLE ASP ASPHALT EXT EXTENDED NAVD NORTH AMERICAN VERTICAL DATUM Be BUFFER EASEMENT FNC FENCE N&VO NATIONAL GEODETIC VERTICAL DATUM SEP BACK FLOW PREVENTOR FC F" CURB NO NUMBER SLOG BUILDING FDC FIRE DEPAR' MENT CONNECTION NTS NOT TO SCALE BLK BLOCK FECRR FLORIDA EA ST COAST RAILROAD CIA OVERALL BM BENCHMARK FFE . FINISHED F.00R ELEVATION 0/5 OFFSET BOC BACK OF CURB FH FIRE HYDRA JT OF OVERHEAD EASEMENT BP BRICK PAVERS FND FOUND OHE OVERHEAD ELECTRIC BOW BACK OF WALK FOC FACE OF CUI 8 . OHU OVERHEAD UTILITY BRG BEARING FOW FACE OF WA_K OR OFFICIAL RECORD BW BARBED WIRE FPL FLORIDA PO VER 6 LT6HT ORS OFFICIAL RECORD BOOK C&C CURB AND GUTTER GA GREEN AREA P/C PROPERTY CORNER C&7 CULPEPPER A TERPENING GMH GAS MANHC -E P/L PROPERTY LINE C110 ', TOUT &NO GROUND PAVE PLAT C CALCULATED GAD GRINDER PAVEMENT LAN CABLE TELEVISION BOX HC HEADER CUPI pa PLAT BOOK CB CATCH BASIN HOP HANW-CAP PC POINT OF CURVATURE CBS CONCRETE BLOCK STRUCTURE HDPE HIGH DENS' TY POLYETHYLENE PCC POINT OF COMPOUND CURVATURE CHO CHORD HCW HOG WIRE PCO PRE55UAE CLEAN OUT (SANITARY) CI CURB INLET HW HEADWALL POP PERMANENT CONTROL POINT CL CENTERLINE HYD. HYDRANT PF PLASTIC FENCE CLIP CHAIN LINK FENCE ICY IPAIGATIOP CONTROL VALVE PG PACE CM CONCRETE MONUMENT ID IDENTIFIC� TION PI POINT OF INTERSECTION CMP CORRUGATED METAL PIPE ILL ILLEGIBLE P/L PROPERTY LINE CO CLEAN OUT INT INTERSECT. ON PK&D PARKER KALON NAIL AND 015K COR CORNER INV INVERT PK/TT PARKER KALON NAIL AND TIN TAB CONC CONCRETE IP IRON PIPE PLS PROFESSIONAL LAND SURVEYOR CONST CONSTRUCTION IP&P IRON PIPE J PLUG PCB POINT OF BEGINNING COV COVERED IR IRON ROD POC POINT OF COMMENCEMENT CE COVERED ENTRY IRR IRRIGATIOt PP POWER POLE COVP COVERED PORCH TV IRRIGATIOI VALVE PRC POINT OF REVERSE CURVATURE CPP CONCRETE POWER POLE ICY IRR16ATIOt CONTROL VALVE PRO PRORATED DISTANCE CPPTPE CORRUGATED PLASTIC PIPE IW IRRIGATIOt WELL PROP PROPOSED CS A CONCRETE SLAB DELTA ANGLE L Le LENGTH LICENSED 8)SINESS PRM PERMANENT REFERENCE MONUMENT O/F DRAIN FIELD LFST LIFT STATI IN PSM PSWL PROFESSIONAL SURVEYOR MAPPER PLASTIC SWALE D DEED INFORMATION LME LAKE MAIN' ENANCE EASEMENT PT POINT OF TANGENCY DC "DICURB LOC LOCATION P.U.E. PRIVATE UTILITY EASEMENT D.E. DRAINAGE EASEMENT LP LIGHT POLE PVC POLYVINYL CHLORIDE DI DROP INLET L5 LICENSED 5 1RVEYOR R/C ROD AND CAP DIA DIAMETER M MEASURED R/W R16HT-OF-WAY DIP bUCTILE IRON PIPE MAX MAXIMUM R RADIUS DMH DRAINAGE MANHOLE MB MAR BOX RCP REINFORCED CONCRETE PIPE DUE DRAINAGE & UTILITY EASEMENT MEAS MEASURED RFL ROOF LINE EC EDGE OF CONCRETE ME$ MITERED D )SECTION R&E RANGE ECP ELECTRICAL CONTROL PANEL MH MAN HOLE RLS RE6I5TERED LAUD SURVEYOR EL ELEVATION MHWL MEAN H16H HATER LINE RP RADIUS POINT ELEC ELECTRIC MIN MINIMUM RR RAILROAD ELEV ELEVATION MN MAGNETIC f AIL RRS RAILROAD SPIKE EM ELECTRIC METER MN&O MAGNETIC I AIL & DISK 5/W SIDEWALK 2.5' PROPOSED 1 12.5 1 MAX 10.( A CRO55 SECTION ROT TO SC4E 2.5' �` / C `J CROSS SECTION NOTTOSCAE 10.0' 12.0' S 0' PROPOSEC C SWALE CROSS SECTION NOT TO PROPOSED POOL DECK FFE= 12.50 5MH SANITARY SEWER MANHOLE SBT SOUTHERN BELL TELEPHONE SEC SECTION SF SQUARE FEET SHP SHIP SPIKE OR SOLT SLCR ST LUCIE COUNTY RECORDS 5LP STREET LIGHT SUPPORT POLE S.S. SANITARY SEWER SPC STATE PLANE COORDINATES 5T SEPTIC TANK STD STANDARD STU STORY 5V SANITARY VALVE SWL SWALE TA TOP OF ASPHALT TM TAX MAP TMH TELEPHONE MANHOLE TOO TOP OF BANK TOE TOE OF SLOPE TP TRAVERSEPOT.NT TR TELEPHONE RISER - TRANS TRANSFORMER TSB TRAFFIC SI6NAL BOX TT TIN TAS TWP TOWNSHIP TYP TYPICAL U/C UNDER CONSTRUCTION U.E. UTILITY EASEMENT UP UTILITY POLE UP UTILITY RISER UW UNDER WATER VC VALLEY CURB VLT VAULT WO WOOD WL WATERLINE WM WATER METER WP WELL POINT WPP WOOD POWER POLE WS WATER SERVICE WV WATER VALVE +1 SPOTELEVATION --4 DRAINAGE FLOW 12.5 PROPOSED GRADE FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Si+e Plans for OSTDS #5659 M3395G & we!l #59-.29 Ly Date:11 i-04o --? Reviewer:' SCANNED it 9y 14 St. Lucie,, Goavnbl, ,wa ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (P5M)#6285 Lzai o 00co°D z e Z 0 p C_ 0 Z Q> ix 0%u H N'0��) Z�O V N jow� W> aLu_5Z a O OZ h id VN °2. J aP � zz R1 r Z w k 0 z z z N o 5 a z w 5 G ix a w in In In 15 In K N N ri 9 iu f m m m DRAWN BY: G 5ANTOIEMMA APPROVED BY: KEMERSON _R. 5CALE 1" = 30'_ DATE: 03/04/19 FIELD BOOK/PAGES PLANS J08 NUMBER: 19- SHEET: 1oF1 N:\Projects\2019\19-2027 R1M Homes - Elm Ave\19-2027 NEW PLOT PLAN BNDY C3D.dwg, BNDY TOP0,12/30/2019 7:39:40 AM NW COP. OUTLOT 17 NOT FND PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' FND 1/2" TIP NO ID W 0.62' 48" OAK ON A FND 5/6" IR PROPERTY CORNER NO ID ON 1! X 6 f LF COP, 6' CLF COP tiQ� S 3', E 12' 5 10.5', W 1' FND 5/8' IR NO ID ON 15' 0/5 I 1° .. og 0% LU pW $O p$ O8 8$ i 6' CLf COP I°P S O.7' WO.' FND5/ "IR NO ID PARCEL ID: 3404-501-0631-000-9 8 (OCCUPIED) $00 o NO WELL OR SEPTIC INTERFERENCE O.o Cd WITHIN 75' o 0 W Wh��II $ O $ pO p O O Z ZZ M i i File Copy 1 FND 5/8" PIC S W COR OUTLOT 17 LB 4942 :.� NOT FND N0.21','.i0.11 r 02y N 90000'00" W 490.00'(P) N 90°00'00" W 340.00'(D) N 90000'00" W 340.62'(M) NE COP. OUTLOT 17 FND 5/8" IR NO ID o� a D/F W W W 8 8 PARCEL ID: 3404-501-0631-000-9 $ o $ (OCCUPIED) 88 $ FFE= 10.94 sr _ Z Z NO WELL INTERFERENCE WITHIN 75' O V 0 0 N In 3 H FND 5/8" RIC bb a p Z N 90°00'00" W 340.00'(0) JK QUILLEN N 0.05% W 0.34' u N 90°00'00" W ti°b 325.00'(M) tio� q� BM EL= 9.66 NAVD X X 6' CLF COR qb 040 ABANDONED ---, 0- OHE- OHE OHE OHE OHE O 410 x WELL TO BE REMOVED °q ,°ti .. Y qN 9 q } b� do - in $ O • oti g h+ _ + O d ti° titiP - r EXISTING W 3 �r STRUCTURES ABANDONED TO BE REMOVED O WELL TO BE REMOVED ,,. .; ,Ob + +ti O cli $ $ $ EXISTINGPARCEL ID: 3404-501-0632-Q00-6 zz o��a b + +q. SEPTIC SYSTEM TO BE REMOVED '- (OCCUPIED) P 1 N 90°00'00" W 340.00'(D&M) tioh do N 90000'00" W 490.00'(P) LF COR u 6' CLF COP FND 5/8" IR d 5 0.23' 5 0.23' NO ID EAST 340 PARCEL ID:3404-501-0633-000-3 1 F (OCCUPIED) w FFE= 12.91 a NO WELL OR SEPTIC INTERFERENCE W WITHIN 75' > b U W_ O 17 N 90000'00" W 340.00'(D) SE COR OUTLOT NOT FND , a -• »., - 1lb 1 ti� '\ Lp b ti0 kv p° ti0 q . C5. 1� tiO� tiO ti� \ OW IW PROPOSED WATER SERVICE �b oo 8 M m 0-- 0 m OHE- OHF OHS OHE OHE OHE OH OH PH[----( ,p ,y0 ti tK pi ti� 3 126.00' + p1 b' 155.50' F115 h 58.50' 00 ti < 5T I Q0 �., PROPOSED " I8' X 20' CONC5HELLR DRIVE PROPOSED EXISTING 18 OCK 15" CiAP $ HEADWALLS 1 1ti. DRIVE TO REMAIN T 0i Q� kb 25.67' 12.5 PROPOSED SINGLE FAMILY RESIDENCE 11.83' m 9.58' 3' ti a 12.0 13,67' FFE= 13.02 NAVE) 3.0' Q ^ • 1 O 1O >, CJ 8'CE FIP• b o ti�i �Q10 126.25' PROPOSED 5.54' POOL, SPAo & DECK ),,35 C2.5'v27,126.75' m 4.0' �.��`�N12.5 129.83' 29.33' 13. 38.08' k tiN 12.512.5 o 0 0 0 CS C5 0 o 4��0?D 0) b PLOT PLAN a �� �O ill = 201E LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EA5T 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF'tHE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 198C. BEARINGS SHOWN HEREON ARE BASED UPON AN DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL ID: 3404-501-0632-000-6, HAVING AN DEEDED BEARING OF N 00000'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 02-21-19, CERTIFIED TO: JUSTIN ALLIH AND AMANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. ABBREVIATIONS LEGEND A/C AIR CONDITIONING ENC ENCROACHMENT MIT MITERED END 5MH SANITARY SEWER MANHOLE AC ACRE EOW EDGE OF WATER MW MONITORING WELL SBT SOUTHERN BELL TELEPHONE AL ALUMINUM EP EDGE OF PAVEMENT M&B METES AND BOUNDS SEC SECTION ANC ANCHOR ESB ELECTRIC SERVICE BOX N&D NAIL AND DISK 5F SQUARE FEET AP ANCHOR POLE ESMT EASEMENT N NAIL SHP SHIP SPIKE OR BOLT APRX APPROXIMATE EX. EXISTING NA NON -APPLICABLE SLCR ST LUCIE COUNTY RECORDS ASP ASPHALT EXT EXTENDED NAVE) NORTH AMERICAN VERTICAL DATUM SLP STREET LIGHT SUPPORT POLE BE BUFFER EASEMENT FNC FENCE NGVD NATIONAL GEODETIC VERTICAL DATUM S.5. SANITARY SEWER BFP BACK FLOW PREVENTOR FC "F"CURB NO NUMBER SPC STATE PLANE COORDINATES BLDG BUILDING FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE 5T SEPTIC TANK BLK BLOCK FECRR .FLORIDA EAST COAST RAILROAD O/A OVERALL STD STANDARD BM BENCHMARK FFE FINISHED FLOOR ELEVATION O/S OFFSET STU STORY BOC BACK OF CURB FH FIRE HYDRANT OE OVERHEAD EASEMENT SV SANITARY VALVE BP BRICK PAVERS FND FOUND OHE OVERHEAD ELECTRIC SWL SWALE BOW BACK OF WALK FOC FACE OF CURB OHU OVERHEAD UTILITY TA TOP OF ASPHALT BRG BEARING FOW FACE OF WALK OR OFFICIAL RECORD TM TAX MAP BW BARBED WIRE FPL FLORIDA POWER &LIGHT ORB OFFICIAL RECORD BOOK TMH TELEPHONE MANHOLE C&G CURB AND GUTTER &A GREEN AREA P/C PROPERTY CORNER TOB TOP OF BANK C&T CULPEPPER & TERPENING GMH GAS MANHOLE P/L PROPERTY LINE TOE '-OE OF SLOPE C/O CUTOUT GND GROUND P PLAT TP TRAVERSE POINT C CALCULATED GRD GRINDER PAVE PAVEMENT TR TELEPHONE RISER CAN CABLE TELEVISION BOX HC HEADER CURB PS PLAT BOOK TRANS TRANSFORMER CS CATCH BA5IN HCP HANDI-CAP PC POINT OF CURVATURE TSB TRAFFIC SIGNAL BOX CBS CONCRETE BLOCK STRUCTURE HOPE HIGH DENSITY POLYETHYLENE I PCC POINT OF COMPOUND CURVATURE TT TIN TAB CHO CHORD HGW HOG WIRE PCO PRESSURE CLEAN OUT (SANITARY) TWP TOWNSHIP CI CURB INLET HW HEADWALL PCP PERMANENT CONTROL POINT TYP TYPICAL CL CENTERLINE HYD HYDRANT PF PLASTIC FENCE U/C UNDER CONSTRUCTION CLF CHAIN LINK FENCE ICV IRRIGATION CONTROL VALVE PG PAGE U.E. UTILITY EASEMENT CM CONCRETE MONUMENT ID IDENTIFICATION PI POINT OF INTERSECTION UP UTILITY POLE CMP CORRUGATED METAL PIPE ILL ILLEGIBLE P/L PROPERTY LINE UR UTILITY RISER CO CLEAN BUT INT INTERSECTION PK&D PARKER KALON NAIL AND DI5K UW UNDER WATER COR CORNER INV INVERT PK/TT PARKER KALON NAIL AND TIN TAB VC VALLEY CURB CONC CONCRETE IP IRON PIPE PLS PROFESSIONAL LAND SURVEYOR VLT VAULT CON5T CONSTRUCTION IP&P IRON PIPE & PLUG POS POINT OF BEGINNING WD WOOD COY COVERED IR IRON ROD POC POINT OF COMMENCEMENT WL WATER LINE CE COVERED ENTRY IRR IRRIGATION PP POWER POLE WM WATER METER COVP COVERED PORCH IV IRRIGATION VALVE PRC POINT OF REVERSE CURVATURE WP WELL POINT CPP CONCRETE POWER POLE ICV IRRIGATION CONTROL VALVE PRO PRORATED DISTANCE WPP WOOD POWER POLE CPPIPE CORRUGATED PLASTIC PIPE IW IRRIGATION WELL PROP PROPOSED W5 WATER SERVICE CS CONCRETE SLAB L LENGTH PRM PERMANENT REFERENCE MONUMENT WV WATER VALVE L DELTA ANGLE LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR & MAPPER D/F DRAIN FIELD LFST LIFT STATION PSWL PLASTIC SWALE 3 D DEED INFORMATION LME LAKE MAINTENANCE EASEMENT pT POINT OF TANGENCY '�° '+' SPOT ELEVATION DC "O" CURB LOC LOCATION P.U.E. PRIVATE UTILITY EASEMENT D.E. DRAINAGE EASEMENT LP LIGHT POLE PVC POLYVINYL CHLORIDE DRAINAGE FLOW DI DROP INLET LS LICENSED SURVEYOR RIC ROD AND CAP DIA DIAMETER M MEASURED R/W RIGHT-OF-WAY 12.5 PROPOSED GRADE DIP DUCTILE IRON PIPE MAX MAXIMUM R RADIUS DMH DRAINAGE MANHOLE MB MAILBOX RCP REINFORCED CONCRETE PIPE DUE DRAINAGE& UTILITY EASEMENT MEAS MEASURED RFL ROOF LINE EC EDGE OF CONCRETE ME5 MITERED END SECTION RGE RANGE ECP ELECTRICAL CONTROL PANEL MH MAN HOLE RLS REGISTERED LAND SURVEYOR EL ELEVATION MHWL MEAN HIGH WATERLINE RP RADIUS POINT ELEC ELECTRIC MIN MINIMUM RR RAILROAD ELEV ELEVATION MN MAGNETIC NAIL RRS RAILROAD SPIKE EM ELECTRIC METER MN&O MAGNETIC NAIL & DISK 5/W SIDEWALK 2.5' 14.5' ---\ P/L PROPOSED FFE= 13.02 5:1 MAX SLOPE �� 10.0 A CR055 SECTION NOT TO SCALE 2.5' 30.5' --\ P/L PROPOSED FFE= 13.02 10.2 rB1 9.7 CROSS SECTION NOT TO SCALE 10.0' 12.0' 5.0' 5.0' Pi20PO5ED 13.0 FOOL DECK FFE= 12.50 ST & DIF f0.b EX 4:1 MAX SLOPE 12.0 PROPOSED �C1 SWALE CROSS SECTION NOT TO SCALE RECEIVED FF3 90'5?0 FT, LW016county, Permitting BY St. Lucie County If ROBERTF.KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 V 0 O Z N V� `° H J 00 � w J Zlw- E Z HH t,J O LUG ��Q� Z Z 2 H rvcao00�, �ok Hcc oY�N3 Z H v 3 W>> c3w aLL�1-Z O V) ZW d N ~ 3 J �10 CL O LL iyLij Z 1 pq WOW pq W 4 H r 0. `C ® 0 Z 0.1 O 5 Lu 02 a ojf V) CL W ot a Z io NZ MO W N LU f O z Z O a a 2 0 O O LU HU M > W' �+oc v LU m m w o N N N C V 0 0 a •^-� N N O N m o O 7 DRAWN BY: G 5ANTOIEMMA APPROVED BY: R. KEMERSON SCALE 1" = 30' DATE: 03/04/19 _ FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2027 SHEET: 1 OF 1 N:\Projects\2019\19-2027 RJM Homes - Elm Ave\19-2027 NEW PLOT PLAN BNDY C3D.dwg, BNDY TOPO, 12/30/2019 7:39:40 AM N 90000'00" W 490.00'(P) NW COR OUTLOT 17 I FND 112" IP NO ID NOT FND 1 W 0.62' PARCEL ID: 3404-501-0630-000-2 b (OCCUPIED) 10 NO WELL OR SEPTIC INTERFERENCE WITHIN 75' 48" OAK ON FND 5/8' IR Z PROPERTY CORNERFFND5/811 NO ID ON 15' 0/5 X I X LF COP, 3',E12' b' CLF COR 5 10.5', W P.R 15' 0/5 PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' "I SW COR OUTLOT 17 NOT FND a � eg O Ln O^ ti Uj LU_. .__. 88 89 88 .00 O 10 Lu 8to 08 p0 O 8 Z Z F_-V q�6' CLFCOR 15 0.7', W 0 FND 5/8"IR NO ID FND 5/8" R/C LB 4942 N 0.21', F 0.11 N 90°00'00" W 340.00'(D) N 90000'00" W 340.62'(M) PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) FFE= 10.94 NO WELL INTERFERENCE WITHIN 75' N 90000'00" W N 90000'00" W — 7- 6' CLF COR 5 1.6' N 90000'00" W N 90'00'00" W 490.00'(P) 340.00'(D) 325.00'(M] NE COP, OUTLOT 17 FND 5/8" IR NO ID D/F U o N lC1 .y FND 5/8" /8 R/C bb JK QUILLEN N 0.05', W 0.34' q� BM EL= 9.66 NAVD m J m 0 N O —`— ED OHE' OHE- OHE ED OHE OHE 0 1[ 41 s 0.9 0 O 0 F ti in ". '... l bl ......... ._._. _. -.... ......._ __.._ W.S. °b O C4 go PARCEL ID: 3404-501-0632-000-6 g $ (OCCUPIED) ^ b Z Z 1.00'(D&M) tio' tio3 q. 6' CLF COR 6 CLF COP FND 5/8" IR d O° 5 0.23' 5 0.23' NO ID gyp. EAST 340.00' PARCEL ID:3404-501-0633-000-3 1 F (OCCUPIED) FFE= 12.91 ui j a NO WELL OR SEPTIC INTERFERENCE w ¢ WITHIN 75' > o Date I nit AppIO C" 17 N 90000'00" W 340.00'(D) SECOP, OUTLOT NOTFND ►4; J W °C LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: LL SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. = O A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON AN DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL IN 3404-501-0632-000-6, HAVING AN DEEDED BEARING OF N 00000'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISCD SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �w THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE i COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 02-21-19, FORMBOARD SURVEY FIELD DATE: 10-09-19. ti CERTIFIED TO: JUSTIN ALLIH AND AMANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. ABBREVIATIONS A/C AIR CONDITIONING ENC ENCROACHMENT LEGEND MIT MITERED END 5MH SANITARY SEWER MANHOLE AC ACRE EOW EDGE OF WATER MW MONITORING WELL 58T SOUTHERN BELL TELEPHONE i w AL ALUMINUM EP EDGE OF PAVEMENT M&B METES AND BOUN05 SEC SECTION ANC ANCHOR ESE ELECTRIC SERVICE BOX N&D NAIL AND DISK SF SQUARE FEET AP ANCHORPOLE E5MT EASEMENT N NAIL SHP SHIP SPIKE OR BOLT APRX APPROXIMATE EX. EXISTING NA NON -APPLICABLE SLCR ST LUCIE COUNTY RECORDS ASP ASPHALT EXT EXTENDED NAVD NORTH AMERICAN VERTICAL DATUM SLP STREET LIGHT SUPPORT POLE BE BUFFER EASEMENT FNC FENCE NGVD NATIONAL GEODETIC VERTICAL DATUM 5.5. SANITARY SEWER BFP BACK FLOW PREVENTOR FC 'IF" CURB NO NUMBER 5PC STATE PLANE COORDINATES BLDG BUILDING FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE ST SEPTIC TANK ELK BLOCK FECRR FLORIDA EAST COAST RAILROAD CIA OVERALL STD STANDARD BM BENCHMARK FFE FINISHED FLOOR ELEVATION 0/5 OFFSET STU STORY BOC BACK OF CURB FH FIRE HYDRANT OE OVERHEAD EASEMENT 5V SANITARY VALVE BP BRICK PAVERS FND FOUND OHE OVERHEAD ELECTRIC SWL SWALE BOW BACK OF WALK FOC FACE OF CURB CHU OVERHEAD UTILITY TA TOP OF ASPHALT ERG BEARING FOW FACE OF WALK OR OFFICIAL RECORD TM TAX MAP BW BARBED WIRE FPL FLORIDA POWER &LIGHT ORB OFFICIAL RECORD BOOK TMH TELEPHONE MANHOLE C&G CURB AND GUTTER GA GREEN AREA P/C PROPERTY CORNER Toe TOP OF BANK C&T CULPEPPER& TERPENING GMH GA5 MANHOLE P/L PROPERTY LINE TOE TOE OF SLOPE C/O CUTOUT GND GROUND P PLAT TP TRAVERSE POINT C CALCULATED GRD GRINDER PAVE PAVEMENT TR TELEPHONE RISER CAN CABLE TELEVISION BOX He HEADER CURB PB PLAT BOOK TRANS TRANSFORMER CS CATCH BASIN HCP HANDI-CAP PC POINT OF CURVATURE T58 TRAFFIC SIGNAL BOX CBS CONCRETE BLOCK STRUCTURE HOPE HIGH DENSITY POLYETHYLENE Pee POINT OF COMPOUND CURVATURE TT TIN TAB CHO CHORD HGW HOG WIRE PCO PRE55URE CLEAN OUT (SANITARY) TWP TOWNSHIP CI CURBINLET HW HEADWALL PCP PERMANENT CONTROL POINT TYP TYPICAL CL CENTERLINE HYD HYDRANT PF PLASTIC FENCE U/C UNDER CONSTRUCTION CLF CHAIN LINK FENCE ICV IRRIGATION CONTROL VALVE PG PAGE U.E. UTILITY EASEMENT CM CONCRETE MONUMENT ID IDENTIFICATION PI POINT OF INTERSECTION UP UTILITY POLE CMP CORRUGATED METAL PIPE ILL ILLEGIBLE P/L PROPERTY LINE UP UTILITY RISER CO CLEAN OUT INT INTERSECTION PK&O PARKER KALON NAIL AND DISK UW UNDER WATER COR CORNER INV INVERT PK/TT PARKER KALON NAIL AND TIN TAB VC VALLEY CURB CONC CONCRETE IP IRON PIPE PLS PROFESSIONAL LAND SURVEYOR VLT VAULT CON5T CONSTRUCTION IP&P IRON PIPE & PLUG POB POINT OF BEGINNING WE) WOOD COV COVERED IR IRON ROD POC POINT OF COMMENCEMENT WL WATER LINE CE COVERED ENTRY IRR IRRIGATION PP POWER POLE WM WATER METER COVP COVERED PORCH IV IRRIGATION VALVE PRC POINT OF REVERSE CURVATURE WP WELL POINT CPP CONCRETE POWER POLE ICV IRRIGATION CONTROL VALVE PRO PRORATED DISTANCE WPP WOOD POWER POLE CPPIPE CORRUGATED PLASTIC PIPE 1W IRRIGATION WELL PROP PROPOSED WS WATER SERVICE CS CONCRETE SLAB L LENGTH PRM PERMANENT REFERENCE MONUMENT WV WATER VALVE 0 DELTA ANGLE LB LICENSED BUSINESS P5M PROFESSIONAL SURVEYOR& MAPPER D/F DRAIN FIELD LFST LIFT STATION PSWL PLASTIC SWALE pIb D DEED INFORMATION LME LAKE MAINTENANCE EASEMENT PT POINT OF TANGENCY ti SPOT ELEVATION DC "D"CURB LOC LOCATION P.U.E. PRIVATE UTILITY EASEMENT D.E. DRAINAGE EASEMENT LP LIGHT POLE DI DROPINLET LS LICENSED SURVEYOR PVC POLYVINYL CHLORIDE DRAINAGE FLOW DIA DIAMETER M MEASURED R/C ROD AND CAP R/W RIGHT-OF-WAY 12.5 PROPOSED GRADE DIP DUCTILE IRON PIPE MAX MAXIMUM R RADIUS OMH DRAINAGE MANHOLE MB MAILBOX RCP REINFORCED CONCRETE PIPE DUE DRAINAGE UTILITY EASEMENT MEA5 MEASURED RFL ROOF LINE EC EDGE OF CONCRETE MES MITERED END SECTION RGE RANGE ECP ELECTRICAL CONTROL PANEL MH MAN HOLE RLS REGISTERED LAND SURVEYOR EL ELEVATION MHWL MEAN HIGH WATERLINE RP RADIUS POINT ELEC ELECTRIC MIN MINIMUM RR RAILROAD ELEV ELEVATION MN MAGNETIC NAIL RR5 RAILROAD SPIKE EM ELECTRIC METER MN&D MAGNETIC NAIL & DISK 5/W SIDEWALK '1 b ti0ti 'ti0 • ti0 ti0 ot� �� �'� • ti0�'ti0 'tio �b y0 • o m o vi m m o- OH OHE'OHE OHc--4— OHE OHE OHE— OH OH PH O°3 ti0I, v,tK 0 3 10 rid 155.49' 126.01' 58.50' N +O N FORMBOARD 11.83' 126.01' Jul ti TOP OF FORM 155.49' 13.67' EL= 13.02 NAVD 3.w w ti0 5 3.58' FU'. 1 5.54' 0 0 M h �y 2.5'F�v��. N 126.76' p1b 13.0' `O 38.08' ,Lp, tx 10 C) - /v 1 y0 ti0 10 FORMBOARD DETAIL o0 - III =. 2011 w1J�N�J�VII� St ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 0 Z N ca N V m J 00 � UJZ H W,A Z OV)jQ1- M O vU- zZ > ¢> N d' O CkU roe tHn V ~ 5[ U- 3 Z -r,j Lj' t ¢5Lu Z LL LL. I- In 0 ® ' z V c¢1 ON to O 1-4 a jw v FN- w i O V ZO V) K O V V Z O O I V � Wi¢ , p i V LO n 0 N O ,p' ln0 a LO m y C m DRAWN BY: G SANTOIEMMA APPROVED BY: R_KEMERSON SCALE 1" = 30' DATE 03/04/19 FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2027 SHEET: 1 OF 1 N:\Projects\2019\19-2027 RJM Homes - Elm Ave\19-2027 BNDY C3D FORMBOARD.dwg, BNDY TOPO, 10/10/2019 10:34:22 AM o Xxi Opt' .sz N 90.00'W' W 490.00'(P) NW COP OUTLOT 17 FND 1/2" IP NO ID N 90°00'00" W 340.00'(D) NE COR OUTLOT 17 NOT FND W 0,62' o N 90 00 00 W 340.62 (M) FND 5/8" IR NO ID ^^ rn 8 1pg �+ co; D/F w w �wj B Rf 8 PARCEL ID: 3404-501-0631-000-9 go g (OCCUPIED) $ 'c� FFE= 10.94 sr ZZ 2 NO WELL INTERFERENCE WITHIN 75' PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) N " NO WELL OR SEPTIC INTERFERENCE to bb� WITHIN 75' FND 5/8" RIC a d 48" OAK ON FND 5/8" IR 2 N 90000'00" W 340.00' D ( ) JKQUILLEN N 0.05', W 0.34' w° w g PROPERTY CORNER tio' NO ID ON 15' 0/5 1°^ N 90000'00" W ti°b 325.00' M ti°� _q� BM EL= 9.66 NAVD '0 X CLF COP X 6' CLF COR q!o a CLF COP. .3', E 12'6' 5 10.5', W 1' IRN P 15' 0/5 ABANDONED O/- OHE-'- OHE-- OHE--� OHE'-- OHS- O Cam-- H x WELL TO BE '�°•O Qq. q ,� ^ REMOVED +N bq� o g o +wi n e titi° EXISTING ti STRUCTURES w o ti`L w w WELL TO BE TO BE REMOVED °b p CY O RELOCATED + 4°b +ti O 80 pg pp IO�L^p g g g g EXISTING PARCEL ID: 3404-501-0632-000-6 qb Z Z SEPTIC SYSTEM TO BE REMOVED (OCCUPIED) IO IN O 6' CLF COR ,°I'5 07, W 0.4' ,°^ N 90"00'W' W 340.00'(D&M) 43h tio q. b FND 5/8" IR 6' CLF COR ! CLF COR 5 0.23' 5 0.23' FND 5/8" IR NO ID NO IOT?�_,, W U W EAST 340.00' PARCEL 10:3404-501-0633-000-3 � PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) Q g (OCCUPIED) $ $ FFE= 12.91 TL o NO WELL OR SEPTIC INTERFERENCE $ �o NO WELL OR SEPTIC INTERFERENCE Z Q > WITHIN 75' o WITHIN 75' o � <� w w 3 3 P/L w g g $ PROPOSED .1 fo I3� �� N v a o FFE= 14.42 13.9 5:1 a MAX SLOPE " go M CROSS SECTION NOT TO 5CAS , SW COR OUTLOT 17 NOT FND FND 5/8" R/C LB 4942 N 0.21', E 0.11 N 90000'00" W 490.00'(P) N 90000'00" W 340.00'(0) SE COP OUTLOT 17 NOT FND c i tio by tip tio C 1 tip' tio' tio PROPOSED WATER SERVICE �b 0-- O m OHE OHE-- OHE OHE OHE-- OHE--- OH IOH pH 13.9 tit 0) 0,`� tip tip`? cs tio°' 126.00' �3 b' 155.50' 13.9 58.50' PROPOSED ti gyp. `"• 18, X 20, CONC PROPOSED 18' 5HELLROCK �. N DRIVE DRIVE R50.00' N 1.yo PROPOSED 11.83' J N p1 PROPOSED IW 13.fi7' SINGLE FAMILY RESIDENCE m 9.58, 3' O N FFE= 14.42 3.0' b p ^' ,y a P6 3.58' eo h CE o o 1pb-� ... vi )` 5.54' IF 126.25' g o COVP M o --m, 4.0' r u2A, 2.5' N 126,75' � '� 0)0. 13.0' 13.9 38.08' > CS p ' \ 18 9 I ST ti0ei �� O� -IQ �� tips' �� C) b PLOT PLAN a p° 1"=2011 tip 2uCaL r C°Ku�SCcs� ; F. LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET OF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THI5 OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON AN DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL IN 3404-501-0632-000-6, HAVING AN DEEDED BEARING OF N 00000'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, 15 PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 02-21-19. CERTIFIED TO: JUSTIN ALLIH AND AMANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTAT'E BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. LEGEND = POSTED SIGN 0T = BELL50UTH TELEPHONE RISER = LIGHT POLE G = BELLSOUTH TELEPHONE MANHOLE 0 = WOOD POWER POLE © = GREASE TRAP wPB 1 = WIRE PULL BOX T$ TRAFFIC SIGNAL BOX BCV = BACK -FLOW PREVENTOR Dry = DOUBLE DETECTOR CHECK VALVE wM ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR wv > = WATER VALVE FIP 0 = FIRE INDICATOR POST I = FIRE HYDRANT LC FE = ELECTRIC METER c = CLEAN -OUT GV = GAS VALVE = CURB INLET TYPE 6 = CATCH BASIN QS = SANITARY MANHOLE ® = MITERED END SECTION QD = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE Y0 = YARD DRAIN FO = ELECTRIC SERVICE BOX IV = IRRIGATION VALVE ® = AIR RELEASE VALVE icv = IRRIGATION CONTROL VALVE Da = SANITARY VALVE ABBREVIATIONS LEGEND A/C AIR CONDITIONING DC "D"CURB INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC ACRE D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM DI DROP INLET IP IRON PIPE P PLAT 5LP STREETLIGHT SUPPORT POLE ANC ANCHOR DIA DIAMETER IP&P IRON PIPE & PLLG PAVE PAVEMENT 5.5. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK 5PC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK ASP ASPHALT DUE DRAINAGE & UTILITY EASEMENT IV IRRIGATION VANE PCC POINT OF COMPOUND CURVATURE STD STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IVY IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE BLDG BUILDING EL ELEVATION L LENGTH PF PLASTIC FENCE SWL SWALE BLK BLOCK ELEC ELECTRIC LB LICENSED 8U5INE55 PG PAGE TA TOP OF ASPHALT BM BENCHMARK ELEV ELEVATION LFST LIFT STATION PI POINT OF INTERSECTION TM TAX MAP BOC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT P/L PROPERTY LINE TMH TELEPHONE MANHOLE BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOR TOP OF BANK BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE BAG BEARING EP EDGE OF PAVEMENT LS LICENSED SURVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT BW BARBED WIRE ESB ELECTRIC SERVICE BOX M MEASURED POS POINT OF BEGINNING TA TELEPHONE RISER C&G CURB AND GUTTER ESMT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER C&T CULPEPPERA TERPENING EX. EXISTING MR MAILBOX PP POWER POLE T58 TRAFFIC SIGNAL BOX C/O CUT OUT EXT EXTENDED MEAS MEASURED PAC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CA`FV CABLE TELEVISION BOX FC P" CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL co CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT VIC UNDER CONSTRUCTION CB5 CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM PSM PROFESSIONAL SURVEYOR& MAPPER U.E. UTILITY EASEMENT CHI) CHORD FIFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL PSWL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH FIRE HYDRANT MN&D MAGNETIC NAIL & DISK PT POINT OF TANGENCY UP UTILITY RISER CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT LW UNDER WATER CLF CHAIN LINK FENCE FCC FACE OF CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT FOW FACE OF WALK M&B METES AND BOUNDS A/C ROD AND CAP VLT VAULT CMP CORRUGATED METAL PIPE FPL FLORIDA POWER &LIGHT N&D NAIL AND DISK R/W RIGHT-OF-WAY WO WOOD CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE COR CORNER GMH GAS MANHOLE NA NON-APPLICABL RCP REINFORCED CONCRETE PIPE WM WATER METER CONIC CONCRETE GNO GROUND NAVD NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WE) WELL POINT CONST CONSTRUCTION GRD GRINDER NGVD NATIONAL GEO)ETIC VERTICAL DATUM AGE RANGE WPP WOOD POWER POE COY COVERED HC HEADERCURB NO NUMBER RLS REGISTERED LAND SURVEYOR W5 WATER SERVICE CE COVERED ENTRY HOP HANDI-CAP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE CIA OVERALL RR RAILROAD CPP CONCRETE POWER POLE HGW HOG WIRE 0/5 OFFSET RRS RAILROAD SPIKE ,y p CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT S/W SIDEWALK }� SPOT ELEVATION CS CONCRETE SLAB HYD HYDRANT OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE A DELTA ANGLE ICV IRRIGATION CONTROL VALVE CHU OVERHEAD UTILITY 58T SOUTHERN BELL TELEPHONE DRAINAGE FLOW D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK SF SQUARE FEET 12.0 PROPOSED GRADE SCAW -lLfl11 BY T� St. Lucie County ROBERTF. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA M5M)#6285 0 Z co V� N J . 00 10 J WzF v P LU q F u Z Z Na° N co O of a" co O Y � N 3 ZH=O Lwi.�n3 W>�LU d-1Z J O Z a d VN�°CL 3 LL w v C7 0 C7 V = 0. NQ� Q Y. 0 O a Z 0 > LU CC W4 aZ Q N Z 0 h m H. g 0 V V1 Z O v VIO W a N s LU V � a N Q VT O N O 0 ol'a II m Y oT m DRAWN BY: G SA_NTOIEMMA APPROVED BY: R. KEMERSON SCALE: 1" = 30' DATE: 03/04/19 FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2027 SHEET: 1 OF 1 NAProjects\2019\19-2027 RJM Homes - Elm Ave\19-2027 BNDY.dwg, BNDY TORO, 8/27/2019 10:20:21 AM, Velcon Group, Inc.. (7725) 879-0477