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HomeMy WebLinkAboutBLDG1403-0111-SurveyLOT 6 BLOCK J 10' 10.65' 10'_ 14.07' PROP. EO.W. TRACT L-7 D.W.E.-7.00' 40 134 37 N.W. 81st PLACE 23 27 24 25 24 23 22 2, : Q all 3 r a 4 3 :3 .4 r� �� Z 7 x ' N.W. 79th MANOR '/2 \SI4 .i7 4 9 ,o ❑I)! R=1343.00' D=3°02'03" L=71.12' THIS SURVEY PROP. PAVER EMERY 33' 11.33' PROPOSED 1 STORY C.B.S. RESIDENCE F.F.EL-13.70' GAUL.. .LOT COVERAGE -35% • 53.14'(0) PLOT PLAN MODEL HIBISCUS -BR REVISIONS HERON BAY PLAT 3 - (OSPREY) P:\projects\021025_S\021025_LD D1dwg1blockj.dwg PROP. PAVER DRNEWAY PAVER PROP. 4X4' ❑ JJJ P AZ MODEL-141818CUs MED -GAR -BR 50 00' X 86.33' N 88°46'00" E 132.00' LOT 4 BLOCKJ R=1475.00' D=3°02'03" L=78.11' PROP. 5' CONC. s/W 2' VALLEY GURER 79.43'(0) \ N.W. 15th WAY 24' PAVEMENT TRACT., 3 (PRWATE 5ROAD 50'' R/W \ ,.i N 3-4-14 a SMP F.B./PG. DATE BY CK'D JOB NO.: 021025 IMO NI LOCATION MAP NOT TO SCALE AREA CALCULATIONS IN SQ. F' SOD PAVERS CONC. LEGEND: ® CATCH BASIN • CABLE JUNCTION BOX CENTERLINE O CLEANOUT 00 CONCRETE MONUMENT O ELECTRIC SERVICE ' l) ELEVATION. AS -BUILT ELEVATION, PROPOSED 4- FIRE HYDRANT FLOW ARROW SCALE: 1" = 30' 0 • / ■ 0 0 5,501 1,236 A/C=16 S/W=391 IR&C L02936, SET 1/2 - LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH, FL 33442 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: www.carnahan-proctor.com NOTA SURVEY (PLOT PLAN) LOT 5 BLOCK J, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY MAP NO. : 120051 0085 F B. FIRM MAP INDEX DATE : OCT. 2, 1997 11. ADDRESS: 8054 N.W. 115T4 WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 9,850 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1 2. 3. 4. 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. C. FIRM ZONE : AH D. BASE FLOOD ELEVATION : *12 FT. (L.O.M.R. 3-1-04) (CASE #04-04-079P) ABBREVIATIONS A = ARC LENGTH A/C = AIR CONDITIONER SLAB ADJ = ADJACENT B.C.R. = BROWARD COUNTY RECORDS B.D.I.C. = BRASS DISC IN CONCRETE (C) = CALCULATED C.A.T.V. = CABLE JUNCTION BOX C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENT CH. = CHORD CONC. D D.E. E.O.P. = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION F.F. = FINISHED FLOOR F.P.L. = FLORIDA POWER & LIGHT CO. FND. = FOUND GAR. = GARAGE H.C. = HANDICAPPED I/R & C. = IRON ROD AND CAP VR = IRON ROD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE N/D = NAIL AND DISK N/T O.R.B P.B. P.B.C.R P.O.B. P.O.C. P.R.M. PROP. PVMT R RAN SAN STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE SKETCH AND DESCRIPTION SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT M. PROFESS!' 1 . SURVEYOR AND MAPPER FLORID • LICENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE p:\projects\021025_s\021025_Idd\lega)s3\blkj, lot5.doc DATE OF LAST FIELD WORK: N/A I JOB NO.: 021025 I DATE: 3-4-14 = NAIL AND TAB = OFFICIAL RECORD BOOK = PLAT BOOK = PALM BEACH COUNTY RECORDS = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PAVEMENT = RADIUS = RIGHT-OF-WAY = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT SHEET 1 OF 2 SHEETS LOT 6 BLOCK J TRACT L-7 PROP. E.O.W. - D.W.E.7.00' R=1343.00' D=3°02'03" L=71 12' I 10' 17.35' LOT 5 BLOCKJ PROP. T.O.B. 11.30 UNDER CONSTRUCTION 1 STORY C.B.S. RESIDENCE EEEL•(13.79') CAR.EL.(13.30') LOT COVERAGE -35X 3.67' 0.67' 1.67' 0.67' 14_07'1 13.35'7. PROP. PAVER DRIVEWAY Si PROP. A/C ❑ ))) 60 PAD MODEL -HIBISCUS MED -GAR -BR 50.00' X 86.33' g' oo N 88°46'00" E 132.00' LOT4 BLOCKJ R=1475.00' —D=3°02'03" L=78.11' PROP. 5' CONC. S/w PROP. vAVER 0 2' VALLEY GUTTER • 53.14'(C) SLAB SPOT FORMBOARD SPOT PLOT PLAN MODEL HIBISCUS -BR REVISIONS (i1 HERON BAY PLAT 3 - (OSPREY LAKE) 79 43'(C) N.W. 15th WAY 24' PAVEMENT L TRACT -3 (PR 50'E 50' R/W/W F.BJPG. JOB NO.: 021025 0 O 5-6-14 SMP 5-1-14 SMP 3-4-14 SMP DATE BY CK'D 5.40'(C) 1 '6J LEGEND: LOCATION MAP NOT TO SCALE AREA CALCULATIONS IN SO. FT SOD PAVERS CONC. CATCH BASIN O CABLE JUNCTION BOX CENTERLINE O CLEANOUT Q CONCRETE MONUMENT O ELECTRIC SERVICE (7 ELEVATION, AS -BUILT 1' ELEVATION, PROPOSED ♦ FIRE HYDRANT -• �� FLOW ARROW SCALE: 1" = 30' i O CD • ■ C4 5,501 1,236 A/C=16 S/W=391 I IR&C LB2936, SET 1/2' LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS 4 LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS. INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH, FL 33442 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: www.carnahan-proctor.com CONSTRUCTION LAYOUT SURVEY (SLAB SPOT) LOT 5 BLOCK J, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY MAP NO. : 120051 0085 F C. B. FIRM MAP INDEX DATE : OCT. 2, 1997 D. 11. ADDRESS: 8054 N.W. 115TH WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 9,850 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1 FIRM ZONE : AH BASE FLOOD ELEVATION : *12 FT. (L.O.M.R. 3-1-04) (CASE #04-04-079P) 2. 3. 4. 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. ABBREVIATIONS A NC ADJ B.C.R. B.DIC (C) C.A T.V C B.S. C L.F C M.E CH CONC D D.E. EOP = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BROWARD COUNTY RECORDS = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E O.W. EL FF FPL FND GAR HC I/R & C I/R L. E LM E (M) N.G.V.D N.T.S N/D = EDGE OF WATER = ELEVATION = FINISHED FLOOR = FLORIDA POWER & LIGHT CO = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LANDSCAPE EASEMENT = LAKE MAINTENANCE EASEMENT = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK N/T 0 R.B P B. P B.0 R P 0.B. P O.0 P.R.M. PROP. PVMT R RNV S/W STY T 0.B UE SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO T, ' BEST OF MY KNOWLEDGE AND BELIEF. SCO P' SSIONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE p:\ projects \021025_s\021025_Idd\legals3\blkj, lot5.doc DATE OF LAST FIELD WORK: 5-6-14 I JOB NO.: 021025 I DATE: 3-4-14 = NAIL AND TAB = OFFICIAL RECORD BOOK = PLAT BOOK = PALM BEACH COUNTY RECORDS = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PAVEMENT = RADIUS = RIGHT-OF-WAY = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT SHEET 1 OF 2 SHEETS U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ZOPITO & PALMA CHIARELLI A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8054 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5 BLOCK J OF THE PLAT "HERON BAY NORTH PLAT 3" PLAT BOOK 176 PAGES 73-83 B.C.R. ELEVATION CERTIFICATE A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 26.33028 Long. -80.28056 Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 16 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? 0 Yes ® No RESIDENTIAL 0 NAD 1927 ® NAD 1983 to obtain flood insurance. OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE. Policy Number. Company NAIC.Number._ A9. For a building with an attached garage: a) Square footage of attached garage 448 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 0 Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number PARKLAND, CITY OF 120051 B4. Map/Panel Number 12011CO135H B5. Suffix H B2. County Name BROWARD B6. FIRM Index Date 8-18-14 B7. FIRM Panel Effective/Revised Date 8-18-14 B8. Flood Zone(s) X B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ® NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: N/A ❑ CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings' 0 Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: BCED BM#3189 EL=18.974' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. El NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. B3. State FL B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A ❑ Yes ® No a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 13.79 ® feet 0 meters N/A„ 0 feet 0 meters N/A, ❑ feet ❑ meters 13.30 ® feet 0 meters 13.7 ® feet 0 meters 13.1 13.4 N/A. ® feet ❑ meters ® feet ['meters 0 feet 0 meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes 0 No 0 Check here if attachments. Certifier's Name SCOTT M. PIRTLE Title P.S.M. Address 814 S. MY TRAIL Signature FEMA Form 086-0-33 (7/12) License Number 5630 Company Name Carnahan Proctor & Cross City DEERFIELD BEACH State FL ZIP Code 33442 / 7' •/ Date Telephone 954)972-3959 See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8054 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number. SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.a) NOTE ELEVATIONS ARE SHOWN RELATIVE TO NGVD 29 DATUM SINCE COMMUNITY WAS DESIGNED IN NGVD 29 DATUM. THE ADJUSTMAENT TO NAVD 88 IS -1.522 FEET PER VERTCON ORTHOMETRIC HEIGHT CONVERSION SOFTWARE. e).= NC PAD ELEV A5. LATT/LONG OBTAINED USING HAND HELD GPS SYSTEM Signature Date I SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ❑ meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments f-1 Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters Datum G10. Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 11 Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8054 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY U .E Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 8054 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. REAR FEMA Form 086-0-33 (7/12) Replaces all previous editions. LOT 6 BLOCK J 10' 9.7 I S MIN LS 15 15 17 15 19 I12I11\10 9 1 / N.W. 79th MANOR \3\4\51917 5 H10 TRACT L-7 R=1343.00' D.W.E:7.00' D=3°02'03" TOP OF WATER EL -(e.,') L=71.12' DATED 10-B-14 17.35' T.O.B. 1 STORY C.B.S. RESIDENCE F.F.EL=(13.79') PC �. G4R.EL (13.30') ENTRY LOT COVERAGE -35% 3.67' 0.67' 1.67' 0.67' 13.35'7' 67' 67' 67' 7.40' PA5' VER DRIVEWAY MODEL-HIB15C1J5 MED -GAR -BR 50.00' X B6.33' 2 oi O CV W O CO co Z LOT 4 BLOCKJ R=1475.00' D=3°02'03" L=78.11' • 53.14'(c) 91 FINAL SURVEY SLAB SPOT FORMBOARD SPOT PLOT PLAN MODEL HIBISCUS—BR REVISIONS O HERON BAY PLAT 3 - (OSPREY LAKE) P:\projects\021025 S\021025_LDD\dwg\blockj.dwg PAVER 5' CONC. S/W 2' VALLEY GUTTER N.VI%. 711 gth WAY „ 24' PAVEMENT t — TRACT R-3 (PRNATE ROAD) \50' R/W tIRL MYD. CKI /5.401C) /.1 10-8-14 EP SMP 5-6-14 SMP 5-1-14 SMP 3-4-14 SMP F.B./PG. DATE BY CK'D JOB NO.: 021025 LEGEND: CATCH BASIN 0 CABLE JUNCTION BOX CENTERLINE O CLEANOUT o� CONCRETE MONUMENT O ELECTRIC SERVICE ( ELEVATION, AS -BUILT .I ELEVATION, PROPOSED ♦ FIRE HYDRANT w-' FLOW ARROW SCALE: 1" = 30' I LOCATION MAP NOT TO SCALE 0 A • \/ / ■ 0 0 IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH, FL 33442 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: www.carnahan-proctor.com BOUNDARY SURVEY (FINAL) LOT 5 BLOCK J, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. ELEVATIONS ARE SHOWN RELATIVE TO NGVD 29 DATUM SINCE COMMUNITY WAS DESIGNED IN NGVD 29 DATUM. THE ADJUSTMAENT TO NAVD 88 IS -1.522 FEET PER VERTCON ORTHOMETRIC HEIGHT CONVERSION SOFTWARE. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 D. FIRM ZONE : X B. FIRM MAP INDEX DATE : AUGUST 18, 2014 E. BASE FLOOD ELEVATION : N/A C. MAP/PANEL NUMBER : 12011C0135H 11. ADDRESS: 8054 N.W. 115TH WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 9,850 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. ZOPITO & PALMA CHIARELLI 2. FLORIDA TITLE & GUARANTEE 3. FIRST AMERICAN TITLE INSURANCE CO. 4. 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. ABBREVIATIONS A = ARC LENGTH A/C = AIR CONDITIONER SLAB ADJ B.C.R. B.D.I.C. (C) C.A.T.V. C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. = ADJACENT = BROWARD COUNTY RECORDS = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E.O.W. EL. F.F. F.P.L. FND. GAR. H.C. I/R & C. I/R L.E. L.M.E. (M) N.G.V.D N.T.S. N/D = EDGE OF WATER = ELEVATION = FINISHED FLOOR = FLORIDA POWER & LIGHT CO. = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LANDSCAPE EASEMENT = LAKE MAINTENANCE EASEMENT = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK N/T O.R.B. P.B. P.B.C.R. P.O.B. P.O.C. P.R.M. PROP. PVMT. R RNV SAV STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTI• ' 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE B • F MY KNOWLEDGE AND BELIEF. SCOTT i'. PRO ' SSI • AL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE p:\projects1021025_s\021025_Idd\legals3\anew_blkj,lotO5.doc DATE OF LAST FIELD WORK: 10-8-14 I JOB NO.: 021025 I DATE: 3-4-14 = NAIL AND TAB = OFFICIAL RECORD BOOK = PLAT BOOK = PALM BEACH COUNTY RECORDS = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PAVEMENT = RADIUS = RIGHT-OF-WAY = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT SHEET 1 OF 2 SHEETS