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Home My WebLink AboutRevisionOFFICE USE ONLY: �1 DATE FILED: 1/UU to REVISION FEE: enn 1. 2. 3. 4. 5. PERMIT # RECEIPT # 1-1%k- bsY3 PLANNING & DEVELOPMENT SERVICES St - BUILDING co r BUILDING & CODE REGULATION DIVISION Daf ,q 2300 VIRGINIA AVENUE 1(y'1t FORT PIERCE, FL 34952-5652 IOve (772) 462-1553 FAX (772) 462-1575 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE REVISIONS: eh4NAtd CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: _ QUALIFIERS NAME: _ ADDRESS: � 0-�j CITY: PHONE (DAYTIME): C72 OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 ST. LUCIE FAX: STATE: FAX: CERT. #: FAX: REVISION �L O- ZIP: SADDLEBROOK DRIVE (100' RIGHT-OF-WAY)(20' ASPHALT PAVEMENT) FND. PK&D IN CUT-OUT EP "PCP 3490" (0.04'S., 0.19W.) 5 33°49'13" E 566.13'(P)(M) - CL - - - - - - - - - - 258.471(P) 258.54'(C) - - EP i I I v SWALE e:�� ME® p ME5 _ _ _ _ _ _ _ _ _ _ / / / - - - - - - - - - - 12' UTILITY EASEMENT - - - - Lc) I I BST 0II-- ;t58 CATV 25. - - - - - _ - - - - - - - _ _ _ - - SB / FND. 1" IRON PIPE / "NO ID" FND. 5/8" IRON ROD/CAP "LB 6790" (0.48' S., 0.34' E.) I 51.20 BM TP SET PK I EL= 26.37 NGVD N ILn 00 Q SABBLE CREEK PHASE II .J.. 3 Z LOT 92 w (L LLw (OCCUPIED) p I Ud _ I 25. 54.99' Z° 3 W ABBREVIATIONS LEGEND _ Lu I I = � H N I A/C AIR CONDITIONING MH MAN HOLE AC ACRE MHWL MEAN HIGH WATERLINE C. U AL ALUMINUM MIN MINIMUM v Z ANC ANCHOR MN MAGNETIC NAIL a. .. Z AP ANCHOR POLE MN&D MAGNETIC NAIL& DISK APRXMATEMITERED ASPASPHALT MW MONITORING WELL BE BUFFER EASEMENT M&B METES AND BOUNDS N BFP BACK FLOW PREVENTOR N&D NAIL AND DISK M 55 00' a v m BLDG BUILDING N NAIL ' CS BLK BLOCK NA NON -APPLICABLE 1 BM BENCHMARK NAVD NORTH AMERICAN VERTICAL DATUM BOC BALK OF CURB NGVb NATIONAL GEODETIC VERTICAL DATUM W 10, BP E0. CK PAVERS NO NUMBER BOW BACK OF WALK RISER NT5 O/A NOT TO SCALE OVERALL BST BW BELL50UTH TELEPHONE BARBED WIRE O/5 OFFSET LEGAL DESCRIPTION: C&G CURB AND GUTTER OE OVERHEAD EASEMENT C&.T CULPEPPER & TERPENING OHE OVERHEAD ELECTRIC Q C/O CUT OUT OHU OVERHEAD UTILITY �y LOT 91, SABAL CREEK PHASE II, ACCORDING TO THE PLAT THEREOF, RECORDED IN C CALCULATED OR OFFICIAL RECORD PLAT BOOK 24, PAGE 1, IA THROUGH 1C OF THE PUBLIC RECORDS OF ST. LUCIE CATV CB CABLE TELEVISION BOX CATCH BASIN ORB P/C OFFICIAL RECORD BOOK PROPERTY CORNER � COUNTY, FLORIDA. CBS CONCRETE BLOCK STRUCTURE P/L PROPERTY LINE CHD CHORD P PLAT ADDRESS: 7924 SADDLEBROOK DRIVE PORT ST. LUCIE, FLORIDA 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 NGIS BENCHMARK ID: A62479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVAITON OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (N.A.V.D. '88) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. '29) BY ADDING 1.48 FEET TO THE N.A.V.D. ELEVATION. BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING AN PLATTED BEARING OF 5 33049' 13" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN A "NON -PRINTED PANEL", AS SHOWN ON MAP NUMBER 12111CO254J, DATED 02/16/2012. 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 ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. 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 SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 1247, PAGE 1726, SAINT LUCIE COUNTY PUBLIC RECORDS. LOT CONTAINS 76,695 SQUARE FEET. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: 10-12-17. GARAGE FORMBOARD FIELD DATE: 12/21/17. CERTIFIED TO: TELESE BUILDERS, LLC ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 CI CURB INLET PAVE PAVEMENT Z CL CENTERLINE PB PLAT BOOK CLF CHAIN LINK FENCE PC POINT OF CURVATURE CM CONCRETE MONUMENT PCC POINT OF COMPOUND CURVATURE 26( CMP CORRUGATED METAL PIPE PCO PRESSURE CLEAN OUT (SANITARY) CO CLEAN OUT PCP PERMANENT CONTROL POINT COP. CORNER PF PLASTIC FENCE CONC CONCRETE PG PAGE CONST CONSTRUCTION PI POINT OF INTERSECTION COV COVERED PRK6 PARKING CE COVERED ENTRY PK&D PARKER KALON NAIL AND DISK COVP COVERED PORCH PK/TT PARKER KALON NAIL AND TIN TAB CPP CONCRETE POWER POLE PL5 PROFE55IONAL LAND SURVEYOR CPPIPE CORRUGATED PLASTIC PIPE POB POINT OF BEGINNING C5 CONCRETE SLAB POC POINT OF COMMENCEMENT A DELTA ANGLE PP POWER POLE D/F DRAIN FIELD PRC POINT OF REVERSE CURVATURE D DEE.b INFORMATION PRO PRORATED DISTANCE DC lb" CURB PROP PROPOSED D.E. DRAINAGE EASEMENT PRM PERMANENT REFERENCE MONUMENT DI DROP INLET PSM PROFESSIONAL SURVEYOR& MAPPER DIA DIAMETER PSWL PLASTIC SWALE DIP DUCTILE IRON PIPE PT POINT OF TANGENCY DMH DRAINAGE MANHOLE P.U.E. PRIVATE UTILITY EASEMENT DUE DRAINAGE& UTILITY EASEMENT PVC POLYVINYL CHLORIDE EC EDGE OF CONCRETE R/C ROD AND CAP ECP ELECTRICAL CONTROL PANEL R/W RIGHT-OF-WAY EL ELEVATION R RADIUS ELEC ELECTRIC RCP REINFORCED CONCRETE PIPE ELEV ELEVATION RFL ROOF LINE EM ELECTRIC METER RGE RANGE ENC ENCROACHMENT RL5 REGISTERED LAND SURVEYOR EOW EDGE OF WATER RP RADIUS POINT EP EDGE OF PAVEMENT RR RAILROAD ESB ELECTRIC SERVICE BOX RRS RAILROAD SPIKE ESMT EASEMENT S/W SIDEWALK EX. EXISTING SMH SANITARY SEWER MANHOLE EXT EXTENDED 58T SOUTHERN BELL TELEPHONE FNC FENCE SEC SECTION FC 'F" CURB 5F SQUARE FEET FDC FIRE DEPARTMENT CONNECTION SHP SHIP SPIKE OR BOLT 26.5 FECRR FLORIDA EAST COAST RAILROAD SLCR ST LUCIE COUNTY RECORDS FFE FINISHED FLOOR ELEVATION SLP STREET LIGHT SUPPORT POLE FH FIRE HYDRANT S.S. SANITARY SEWER FND FOUND 5PC STATE PLANE COORDINATES FOC FACE OF CURB ST SEPTIC TANK FOW FACE OF WALK STD STANDARD FPL FLORIDA POWER & LIGHT STU STORY 6A GREEN AREA SV SANITARY VALVE GMH GAS MANHOLE SWL SWALE GND GROUND TA TOP OF ASPHALT GRb GRINDER TM TAX MAP HC HEADER CURB TMH TELEPHONE MANHOLE HCP HANDI-CAP TOB TOP OF BANK HDPE HIGH DENSITY POLYETHYLENE TOE TOE OF SLOPE HGW HOG WIRE TP TRAVERSE POINT HW HEADWALL TR TELEPHONE RISER HYD HYDRANT TRANS TRANSFORMER ICV IRRI6ATION CONTROL VALVE T58 TRAFFIC SIGNAL BOX ID IDENTIFICATION TT TIN TAB ILL ILLEGIBLE TWP TOWNSHIP INT INTERSECTION TYP TYPICAL INV INVERT U/C UNDER CONSTRUCTION IP IRON PIPE U.E. UTILITY EASEMENT IP&P IRON PIPE & PLUG UP UTILITY POLE IR IRON ROD UP. UTILITY RISER IRR IRRIGATION UW UNDER WATER IV IRRIGATION VALVE VC VALLEY CURB ICV IRRIGATION CONTROL VALVE VLT VAULT IW IRRIGATION WELL WD WOOD L LENGTH WL WATERLINE LB LICENSED BUSINESS WM WATER METER LFST LIFT STATION WP WELL POINT LME LAKE MAINTENANCE EASEMENT WPP WOOD POWER POLE LOC LOCATION WS WATER SERVICE LP LIGHT POLE WV WATER VALVE LS M LICENSED MEASUREDSURVEYOR DRAINAGE FLOW FND. " 1 IRON PIPE MAX MB MAXIMUM MAIL BOX 27.6 PROPOSED GRADE "NO ID" MEAS MEASURED ME5 MITERED END SECTION 06' '"+ SPOT ELEVATION -CL 307.66' (P) 307.59' (C) CD BM SET "X" MARK EL= 24.60 NGVD SWALE (PC) FND. PK&D "ILL" IN CUT-OUT (0.10' N.) _ _ _ _ _ - _ _ _ - - - - _ _ w 5 33049' 44" E 240.99' (M) FND. i" IRON PIPE 5 33049' 13" E 240.87'(P) jlz' UTILITY EASEMENT `"NO ID" (0.09'5., 0.18'E.) 4' PROPOSED COQUINA ROCK in DRIVE °D O 20.20, 27.6 a 20.18, GARAGE FORMS oTOP OF FORM = 27.84 M (NGVD) 27.5 1-� 27.7 27.6 O y r---------- I --- I I I UNDERGROUND PROPANE GAS TANKS PG WELL 117.43' 0 2.1' ^ 4.u- m o L- 14.3 b CE ❑ °' 6.4' 1 STORY CBS RESIDENCE cs FFE= 27.90 (NGVD) V "t 1 EXI TING DRAINFIELD wi I O I L___________ _____________- LOT 93 (OCCUPIED) ofN COVP o b 29.3' CONC'POOL DECK - SCREENED / POOL &DECK __J M N 0- WELL W60' (P) 05014 N 38 N 381412 W 241.43 (M) LOT 91 r. - M O 106.22' ch 33 0 N LOT 90 Q n ed (OCCUPIED) Lnul V) FND. 1" IRON PIPE/PLUG "HOLLEY" (0.15' N., 0.06' W.) _ I 1 I 1 1 1 1 1 I I 1 I 1 I 11 25. � 11 1 7BRIULE EASEMENT I I I I 1 I Z10 V� 0 00 Do m �a Lr) E 4 Z> v u LLJ 4 ^ a o NJ ro �H1w, LL / Z�H^3 N > W! 4�-IZd } CL tn Z vi d O(n�oo 3 � a v W�� v ` DC 0 i Q J > (n 0 N jLj W .3 H hee Q 4( 0 ca V W �V) dT U LU N D ui LL 0�^^ VI i M Z Of 0 Q 3 H �uOm !.> Z Z �!Z o'O o o do �'¢ w > O„ ZE mi I� a III¢ ..._ail. L.......... I ...___. I ' DRAWN BY; T.C.MULLIN APPROVED BY: R. KEMER50N SCALE; I" = 20' DATE 17-114 SHEET: 1 OF 1 ,c rn•N A c 1,\ - O ;;C 5