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BLDG1403-0166-Survey (2)U.S. DEPARTMENT OF HOMELAND SECURITY FE- ORAL EMERGENCY MANAGEMENT AGENCY Nat,Gal Floyd Insurance Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION Al. Building Owner's Name FORESIGHT INTERNATIONAL, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9600 TOWN PARC CIRCLE NORTH -UNIT 2 BLDG 5 City PARKLAND State FL ZIP Code 33076 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A PORTION OF PARCEL D OF THE PLAT ENTITLED "DeBUYS PLAT" PLAT BOOK 180 PAGES 147-167 B.C.R. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 26.33563 Long. -80.25523 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): Square footage of crawlspace or enclosure(s) a) b) c) d) N/A Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A Total net area of flood openings in A8.b N/A Engineered flood openings? 0 Yes ® No sq ft sq in 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 370 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 d) Engineered flood openings? ❑ Yes SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number PARKLAND, CITY OF -120051 B4. Map/Panel Number 12011C0135H 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) ( B10. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ 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 0 CBRS 0 OPA B3. State FL sq in No B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑ Yes ® No 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/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NGS PID AJ8786 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 El NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.98 ® feet 0 meters b) Top of the next higher floor 22.7 ® feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet 0 meters d) Attached garage (top of slab) 11.43 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12.3 ® feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11.3 ® feet 0 meters g) Highest adjacent (finished) grade next to building (HAG) 11.6 ® feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. 0 feet ❑ 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. I 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 0 Check here if attachments. licensed land surveyor? ® Yes 0 No Certifier's Name SCOTT M. PIRTLE Title P.S.M. Address 814 FEMA Form 086-0-33 (7/12) License Number 5630 Company Name Carnahan Proctor & Cross City DEERFIELD BEACH State FL ZIP Code 33442 Date / •. / V/ r Telephone 954)972-3959 See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9600 TOWN PARC CIRCLE NORTH -UNIT 2 BLDG 5 City PARKLAND State FL ZIP Code 33076 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.e.= A/C PAD ELEV A5. LATT/LONG OBTAINED USING HAND HELD GPS SYSTEM Signature v / Date 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 ❑ feet E meters ❑ above or ❑ 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 0 above or 0 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, 8, 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 n 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. ❑ 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 ❑ meters Datum G10. Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 086-0-33 (7/12) n Check here if attachments. Replaces all previous editions. L EVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9600 TOWN PARC CIRCLE NORTH -UNIT 2 BLDG 5 City PARKLAND State FL ZIP Code 33076 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. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9600 TOWN PARC CIRCLE NORTH -UNIT 2 BLDG 5 City PARKLAND State FL FOR INSURANCE COMPANY USE Policy Number: 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. CARNAHAN • PROCTOR • CROSS. INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: margate@carnahan-proctor.com NOT A SURVEY (PLOT PLAN) LEGAL DESCRIPTION A PORTION OF PARCEL "D", DeBUYS PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180, PAGES 147 THROUGH 167, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE NORTH 89°3656" EAST, ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 394.77 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 12.00 FEET; THENCE, NORTH 89°36'56" EAST, A DISTANCE OF 80.34 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 309.95 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°23'04" WEST, A DISTANCE OF 89.00 FEET; THENCE NORTH 89°36'56" EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 00°23'04" EAST, A DISTANCE OF 89.00 FEET; THENCE SOUTH 89°3656" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE CITY OF PARKLAND, BROWARD COUNTY, FLORIDA, AND CONTAIN 2,225 SQUARE FEET AND/OR 0.051 ACRES, MORE OR LESS. ALSO KNOWN AS UNIT 2, BUILDING 5, TOWN PARC AT MIRA LAGO 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 WEST LINE OF THE "DeBUYS PLAT", BROWARD COUNTY, FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01°15'09" WEST. 8. BENCHMARKS REFER TO NATIONAL GEODETIC SURVEY PID AJ8786 SURVEY DISK IN CONCRETE MONUMENT - STAMPING = H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HII.LSBORO CANAL ELEVATION =+14.33 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CGRPSCON PROGRAM VERSION 6.01. 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 AN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM MAP NO. : 120192 0100 B B. MAP DATE : 10-2-82 C. FIRM ZONE : AO (DEP 1) 2/1/79 D. BASE FLOOD ELEVATION : N/A E. COMMUNITY NUMBER : 120051 11. ADDRESS: 9600 TOWN PARC CIRCLE NORTH, PARKLAND, FLORIDA 33076. 12. AREA OF THIS PROPERTY IS 2,225 SQUARE FEET, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. 2. ABBREVIATIONS A NC ADJ B.D.I.C. (C) C.A.T.V C.B. C.B.S. C.L.F. C.M.E. CH CONC. D D.E. E.O.P. E.O.W. EL. = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CHORD BEARING = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT = EDGE OF WATER = ELEVATION F.F. = FINISHED FLOOR F.P.L. = FLORIDA POWER & LIGHT CO. FND. = FOUND GAR. = GARAGE H.C. = HANDICAPPED & C. = IRON ROD AND CAP I/R = IRON ROD L.A.E. = LIMITED ACCESS EASEMENT L.M.A.E. = LAKE MAINTENANCE ACCESS EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT L.S.E. = LIFT STATION EASEMENT L.W.D.D. = LAKE WORTH DRAINAGE DISTRIC (M) = MEASURED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE N/D = NAIL AND DISK N/T = NAIL AND TAB O.R.B. = OFFICIAL RECORD BOOK O.S.T. P.B. P.B.C.R. P.S.U.E P.O.B. P.O.C. P.R.M. PROP. P.U.E. PVMT. R R.E.E. RAV SF SNV STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH 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 DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT ! ; PROF • NAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DeBUYS PLAT — TOWN PARC AT MIRA LAGO p:\projects\120508_s\legals\townhomes\bldg 5 lot 2.doc DATE OF LAST FIELD WORK: N/A = OPEN SPACE TRACT = PLAT BOOK = PALM BEACH COUNTY RECORDS = PORT ST. LUCIE UTILITY EASEMENT = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PRIVATE UTILITY EASEMENT = PAVEMENT = RADIUS = ROOF ENCROACHMENT EASEMENT = RIGHT-OF-WAY = SQUARE FOOTAGE = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT I JOB NO.: 120508 I DATE: 05-15-13 SHEET 1 OF 2 SHEETS • O� - �iiB@IiE88EIliiBl Ilata Waal WaalCMINI MEM ONE 161.1 m .o .1111 anal aea= WaalWald MEE NUR J ii UI IUU Ulla r SURVEY HILLSBORO BLVD LOCATION MAP NOT TO SCALE PLOT PLAN MODEL 1887 REVISIONS UNIVERSITY DRIVE UNIT 1 BUILDING 5 TOWN PARC AT MIRA LAGO P:lprojects1120508 S1dwg1TOWNHOMES1-15.dwg PROP. 6' PRIVACY FENCE S 00°23'04" E 89.00' PROP CLUBHOUSE S 89°36'56" W 25.00' a�`' P.O.B. N 0.33' PROP. 3'X3' VC f�AD N89'36'56"E 394.77' r----+-, I I O O N89'36'56"E 80.34' Io r' r----�- z 17n �' S. LINE o PARCEL D P.O.C. o SOUTHWEST CORNER N PARCEL D z DEBUYS PLAT P.B. 180, PG. 147 AVER PATIO 4.67' UNIT 2 PROP. 6' PRIVACY N FENCE BUILDING 5 PROPOSED 13 2 STORY a C.B.S. TOWNHOME F.F. EL=11.85' GAR. EL= PROP. 4COVRD. .66' PAVER ENTRY MODEL 1887 TYPE -AI 0.33' cs' 25.33' 20.33' PROP. 18' PAVER DRIVEWAY 0.0' 0.67' PAR1Y WALL (YP.) -0.33' O O c) co N 00°23'04" W UNIT 3 BUILDING 5 N 89°36'56" E 25.00' PROP. 4' CONC. S/W / c PAVERS 00' ':--. • TOWN PARC CIRCLE NORTH PROP 20'. PAVEMENT 40' R/W PROP. 2' VALLEY GUTTER 142.79' 6-27-13 F.B./PG. DATE JOB NO.: LEGEND: ® CATCH BASIN O CABLE JUNCTION BOX Q CENTERUNE 0 CLEANOUT © CONCRETE MONUMENT O , ELECTRIC SERVICE ) ELEVATION, AS—BUILT 11' ELEVATION, PROPOSED TW SMP ;- FIRE HYDRANT w� FLOW ARROW BY CK'D 120708 SCALE: 1" = 20' 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 E-MAIL: www.carnahan-oroctor.com BOUNDARY SURVEY (FINAL) A PORTION OF PARCEL "D", DeBUYS PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180, PAGES 147 THROUGH 167, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE NORTH 89°36'56" EAST, ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 394.77 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 12.00 FEET; THENCE, NORTH 89°36'56" EAST, A DISTANCE OF 80.34 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 309.95 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°23'04" WEST, A DISTANCE OF 89.00 FEET; THENCE NORTH 89°36'56" EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 00°23'04" EAST, A DISTANCE OF 89.00 FEET; THENCE SOUTH 89°36'56" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE CITY OF PARKLAND, BROWARD COUNTY, FLORIDA, AND CONTAIN 2,225 SQUARE FEET AND/OR 0.051 ACRES, MORE OR LESS. ALSO KNOWN AS UNIT 2, BUILDING 5, TOWN PARC AT MIRA LAGO 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 WEST LINE OF THE "DeBUYS PLAT", BROWARD COUNTY, FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01°15'09" WEST. 8. BENCHMARKS REFER TO NATIONAL GEODETIC SURVEY PID AJ8786 SURVEY DISK IN CONCRETE MONUMENT - STAMPING = H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION =+14.33 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01. 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 AN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM MAP/PANEL NO. : 12011C0135H B. MAP DATE : 8-18-14 C. FIRM ZONE : X D. BASE FLOOD ELEVATION : N/A E. COMMUNITY NUMBER : 120051 11. ADDRESS: 9600 TOWN PARC CIRCLE NORTH, PARKLAND, FLORIDA 33076. 12. AREA OF THIS PROPERTY IS 2,225 SQUARE FEET, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. FORESIGHT INTERNATIONAL LLC 2. UNIVERSAL AMERICAN MORTGAGE COMPANY, LLC ITS SUCCESSORS AND OR ASSIGNS 3. NORTH AMERICAN TITLE COMPANY 4. FIRST AMERICAN TITLE INSURANCE COMPANY ABBREVIATIONS A = ARC LENGTH A/C = AIR CONDITIONER SLAB ADJ B.D.I.C. (C) C.A.T.V. C.B. C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. E.O.W. EL. F.F. = ADJACENT = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CHORD BEARING = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT = EDGE OF WATER = ELEVATION = FINISHED FLOOR F.P.L. FND. GAR. H.C. I/R & C. I/R L.A.E. L.E. L.M.A.E. L.M.E. L.S.E. L. W. D. D. (M) N.G.V.D. N.T.S. N/D NTT O.R.B. = FLORIDA POWER & LIGHT CO. = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LIMITED ACCESS EASEMENT = LANDSCAPE EASEMENT = LAKE MAINTENANCE ACCESS EASEMENT = LAKE MAINTENANCE EASEMENT = LIFT STATION EASEMENT = LAKE WORTH DRAINAGE DISTRIC = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK = NAIL AND TAB = OFFICIAL RECORD BOOK 0.S.T. P.B. P.B.C.R. P.S.U. E P.O.B. P.O.C. P.R.M. PROP. P.U.E. PVMT. R R.E.E. RAM SF S/VV STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY AT 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 THE B T OF MY KNOWLEDGE AND BELIEF. LE SCOTT•p7f ` PR E SIONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DeBUYS PLAT — TOWN PARC AT MIRA LAGO p:\projects\120508_s\legals\townhomes\anewbldg 5 lot 2.doc DATE OF LAST FIELD WORK: 1-14-15 = OPEN SPACE TRACT = PLAT BOOK = PALM BEACH COUNTY RECORDS = PORT ST. LUCIE UTILITY EASEMENT = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PRIVATE UTILITY EASEMENT = PAVEMENT = RADIUS = ROOF ENCROACHMENT EASEMENT = RIGHT-OF-WAY = SQUARE FOOTAGE = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT I JOB NO.: 120508 I DATE: 5-15-13 SHEET 1 OF 2 SHEETS SURV5Y HILLSBORO BLVD I LOCATION MAP NOT TO SCALE FINAL SURVEY REVISE MODEL LETTERS PLOT PLAN MODEL 1887 REVISIONS UNIVERSITY DRIVE UNIT 1 BUILDING 5 TOWN PARC AT MIRA LAGO P:\projects\ 120508_S1dwg1TOWNHOMESI-15 dwg O 0) co S 00°23'04" E N89'36'56"E 394.77' I � . O N89'36'56"E 80.34' j o ----'Ir1 J I rn I of No PROP CLUBHOUSE ":•1- S- S. 89°36'56" W 25.00' 6' WOOD FENCE 0.5'S "--▪ • 6' WOOD FENCE it 0.33' 0.67' PARTY WALL (TYP.) 3'X3' AC PAD N O'X20' PAVERS PATIO 24.67' N") CN z, Ob 6' WOOD FENCE 0.0' UNIT 2 BUILDING 5 N O � O) • 2 STORY C.B.S. TOWNHOME F.F. EL.=(11.90') GAR. EL.=(11.43') COVRD. 4.66' PAVER ENTRY 0.67' PARTY WALL (TYP.) MODEL 1887-A 20.33' -0.33 17' 125— PAVER DRIVEWAY 4' CONC. S/W PAVERS 0 0 0 N S. LINE PARCEL D P.O.C. SOUTHWEST CORNER PARCEL D DEBUYS PLAT P.B. 180, PG. 147 P.O.B. 0 tV N O O CO N 00°23'04" W UNIT 3 BUILDING 5 N 89°36'56" E 25.00' LJ O 2' VALLEY GUTTER 25.33' C 25.00' ^ 142.79' rio V . aJ• TOWN PARC CIRCLE NORTH 20'. PAVEMENT 40' R/W 1-14-15 EP SMP 2-27-14 SMP 6-27-13 TW SMP F.B./PG. DATE BY CK'D JOB NO.: 120508 LEGEND: ® CATCH BASIN O CABLE JUNCTION BOX CENTERLINE O CLEANOUT 00 CONCRETE MONUMENT O ELECTRIC SERVICE (� 3 I ELEVATION, AS -BUILT ELEVATION. PROPOSED -- FIRE HYDRANT FLOW ARROW SCALE: 1" = 20' 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 CARNAHAN • PROCTOR • CROSS, IN CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: margate@carnahan-proctor.com NOT A SURVEY (PLOT PLAN) ,AL DESCRIPTION PORTION OF PARCEL "D", DeBUYS PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180, PAGES 147 THROUGH 167, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE NORTH 89°36'56" EAST, ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 394.77 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 12.00 FEET; THENCE, NORTH 89°36'56" EAST, A DISTANCE OF 80.34 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 309.95 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°23'04" WEST, A DISTANCE OF 89.00 FEET; THENCE NORTH 89°36'56" EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 00°23'04" ST„ A DISTANCE OF 89.00 FEET; THENCE SOUTH 89°36'56" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING SAID LANDS SITUATE IN THE CITY OF PARKLAND, BRQ!( (ARD COU9', FLORIDA, AND CONTAIN 2,225 SQUARE FEET F,�1D'1OR 0.051 ACRES, MORE OR LESS. + A ALSO KNOWN AS UNIT 2, BUILDING 5, TOWN PARC AT MIRA LAGO 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 WEST LINE OF THE "DeBUYS PLAT", BROWARD COUNTY, FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01°15'09" WEST. 8. BENCHMARKS REFER TO NATIONAL GEODETIC SURVEY PID AJ8786 SURVEY DISK IN CONCRETE MONUMENT - STAMPING = H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION =+14.33 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01. 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 AN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM' B. MAP C. FIRM D. BASE E. COM 11. ADDRESS: 12. AREA OF T 13. THERE HA' HEREON. 14. THIS SURV 1. 2. ABBREVIATION: A NC ADJ B.D.I.C. (C) C.A.T.V. C.B. C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. E.O.W. EL. = ARC LENGTI = AIR CONDIT = ADJACENT = BRASS DISC = CALCULATE = CABLE JUN( = CHORD BEA = CONCRETE = CHAIN LINK = CANAL MAIN = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT = EDGE OF WATER = ELEVATION CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 12/9/14 Permit Number: BLDG1403-0166 Lot: 2 I Block: 5 Subdivision:OWN`PAI =off Job Address: 9600 TOWN PARC CIRCLE N. (8-0.1-4. ecifi.0 Lt ")'� Work Description: TOWN PARC - UNIT 2 BLDG. 5 ---------- I /EY EXCEPT AS SHOWN Contractor: LENNAR HOMES Phone: 3055591951 LLC. DEPARTMENT ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL Date Denied L.VV.U.U. (M) N.G.V.D. N.T.S. N/D NIT O.R.B. Date Approved o1(4 I Initials = LHKt VVUY(1 11 UFVSINHUt U1J 1 nIL, = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK = NAIL AND TAB = OFFICIAL RECORD BOOK - 3PACETRACT OOK (EACH COUNTY RECORDS 3T. LUCIE UTILITY EASEMENT OF BEGINNING DF COMMENCEMENT NENT REFERENCE MONUMENT 1SED E UTILITY EASEMENT ENT 3 rc.t.t. = nuur ENCROACHMENT EASEMENT RNV = RIGHT-OF-WAY SF = SQUARE FOOTAGE SAN = SIDEWALK STY. = STORY T.O.B. = TOP OF BANK U.E. = UTILITY EASEMENT SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH 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 DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. a( SCOTTI. y E PROF .. +NAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DeBUYS PLAT — TOWN PARC AT MIRA LAGO p:\projects\120508_s\legals\townhomes\bldg 5 lot 2.doc DATE OF LAST FIELD WORK: N/A JOB NO.: 120508 ! DATE: 05-15-13 SHEET 1 OF 2 SHEETS ��'h e , . 0 18' 1111111111111 Now EMU KIM MINE 'mMOOMEM es�e1QBB .m Or JI'I I1;I SURVEY HILLSBORO BLVD LOCATION MAP NOT TO SCALE PLOT PLAN MODEL 1887 REVISIONS w CC >— PROP. 6' f- PRIVACY FENCE w > z UNIT 1 BUILDING 5 TOWN PARC AT MIRA LAGO P:\projects1120508_S\dwg\TOW NHOMES 1-15.dwg O o) 00 W •zzr M N 0 O CO PROP CLUBHOUSE S 89°36'56" W 25.00' N89'36'567E N89'36'56"E 80.34' i o 0 I I � I 0i 0 M CV 0 J S. LINE — PARCEL 0 P.O.C. SOUTHWEST CORNER PARCEL D DEBUYS PLAT P.B. 180, PG. 147 394.77' 0.33' PROP. 24.67' 0.0 3'X3' AAD PPAD UNIT 2 BUILDING 5 PROPOSED 2 STORY C.B.S. TOWNHOME F.F. EL=11.85' GAR. EL= PROP. 4.66' COVRD. -� PAVER 0.67' PARTY WALL (rYP.) ENTRY MODEL 1887 co TYPE—AI 0.33' N 20.33'-0.33' 11 ,f O 25.33' PROP. 18' C DRIVEWAY O- ❑ / �O _+PROP. 4' CONC. S/W / F'KUN. PAVFPS 0 O/O 25.00' Co N 00°23'04" W I( z.f-r, UNIT 3 BUILDING 5 N 89°36'56" E 25.00' PROP. 2' VALLEY GUTTER 142.79' TOWN PARC CIRCLE NORTH PROP 20'. PAVEMENT 40' R/W 6-27-13 TW F.B./PG. DATE J BY JOB NO.: 120708 SMP CK'D LEGEND: ® CATCH BASIN 0 CABLE JUNCTION BOX q. CENTERLINE O CLEANOUT CONCRETE MONUMENT • ELECTRIC SERVICE 13 ELEVATION, AS—BUILT l 1 ELEVATION, PROPOSED 4- FIRE HYDRANT w• FLOW ARROW SCALE: 1" = 20' IR&C L82936, 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 CARNAHAN • PROCTOR • CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: margate©carnahan-proctor.com NOTA SURVEY (PLOT PLAN) LEGAL DESCRIPTION A PORTION OF PARCEL "D", DeBUYS PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180, PAGES 147 THROUGH 167, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE NORTH 89°36'56" EAST, ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 394.77 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 12.00 FEET; THENCE, NORTH 89°36'56" EAST, A DISTANCE OF 80.34 FEET; THENCE NORTH 00°23'04" WEST, A DISTANCE OF 309.95 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°23'04" WEST, A DISTANCE OF 89.00 FEET; THENCE NORTH 89°36'56" EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 00°23'04" EAST, A DISTANCE OF 89.00 FEET; THENCE SOUTH 89°36'£44= WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE CITY OF PARKLAND, BROWARD COUNTY, FLORIDA, AND CONTAIN 2,225 SQUARE f''�T AND/OR 0.051 ACRES, MORE OR LESS. - - - ALSO KNOWN AS UNIT 2, BUILDING 5, TOWN PARC AT MIRA LAGO NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA INCENSED SURVEYOR AND MAPPER. - - - - 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED Oti REPR' JCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESIRi„TONS 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 WEST LINE OF THE "DeBUYS PLAT", BROWARD COUNTY, FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01°15'09" WEST. 8. BENCHMARKS REFER TO NATIONAL GEODETIC SURVEY PID AJ8786 SURVEY DISK IN CONCRETE MONUMENT - STAMPING = H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION =+14.33 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01. 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 AN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM MAP NO. : 120192 0100 B B. MAP DATE : 10-2-82 C. FIRM ZONE : AO (DEP 1) 2/1/79 D. BASE FLOOD ELEVATION : N/A E. COMMUNITY NUMBER : 120051 11. ADDRESS: 9600 TOWN PARC CIRCLE NORTH, PARKLAND, FLORIDA 33067, 12. AREA OF THIS PROPERTY IS 2,225 SQUARE FEET, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1 2. ABBREVIATIONS A A/c ADJ B.D.I.C, (C) C.A.T.V C.B. C.B.S. C.L.F. C M.E CH. CONC D O.E. E.O.P. E.O.W. EL. = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CHORD BEARING = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRALANGLE) - = DRAINAGE EASEMENT = EDGE OF PAVEMENT - EDGE OF WATER = ELEVATION F F. F P.L. END. GAR. H.C. I/RBC. I/R L.A.E. L.M.A.E. L.M.E. L.S.E. L.W.D.D (M) N.G.V.D. N.T S. N/D Nil O.R.B. = FINISHED FLOOR = FLORIDA POWER & LIGHT CO. = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LIMITED ACCESS EASEMENT = LAKE MAINTENANCE ACCESS EASEMENT = LAKE MAINTENANCE EASEMENT = LIFT STATION EASEMENT LAKE WORTH DRAINAGE DISTRIC = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK = NAIL AND TAB = OFFICIAL RECORD 500K O.S.T. P.B. P.B.C.R. P.S.U,E P.O.B. P.O.C. P.R.M. PROP. P.U.E. PVMT. R.E.E. WW SF SMl STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH 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 DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT M. PIRTL PROFESSIONAL 3jiFiVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DeBUYS PLAT — TOWN PARC AT MIRA LAGO p'\pro)ecis\120508_s\Iegals\townhomes\bldg 5 lot 2.doc DATE OF LAST FIELD WORK; NIA = OPEN SPACE TRACT = PLAT BOOK = PALM BEACH COUNTY RECORDS = PORT ST. LUCIE UTILITY EASEMENT = POINT OF BEGINNING = POINT DF COMMENCEMENT PERMANENT REFERENCE MONUMENT = PROPOSED = PRIVATE UTILITY EASEMENT = PAVEMENT = RADIUS = ROOF ENCROACHMENT EASEMENT = RIGHT -CIF -WAY = SQUARE FOOTAGE = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT I JOB NO.: 120508 I DATE: 05-15-13 SHEET 1 OF 2 SHEETS p 4111y1110 •w 11111 • •_. ••:. • ••a • MTN r A. Atelf ,1 I f M1i.I 1111 � M8119991 .FAi aB�as 1 0 I 1 SURVEY HILLSBORO BLVD w Ill Fn EL` LOCA -1GN MAP NOT iO"SCALD _ . : PLOT PLAN MODEL 1887 REVISIONS 0 II Z UNIT 1 •EsUILDING 5 TOWN PARC AT MIRA LAGO P:\protects\120505_S\dwg\TOW NHOMES1-15.dwg PROP CLUBHOUSE S 89°36'56" W 25.00' PROP. 6' v. PRIVACY N FENCE 0.33' - PROP. 3p.XX/3' 17AD O Q S 00°23'04" E PATIO 4.67' UNIT 2 BUILDING 5 PROPOSED m M 2 STORY cC.B.S. T,OWNHOME F.F. EL=11.85' GAR. EL= " - PROP. - PAVER ENTRY • MODEL 1887 TYPE --AI 0.333' N /0 20.33' PROP. 18' PAVER DRIVEWAY ( 403 --0 Roc, N89"36'56"E 394.77' I VV 1 4 O N89'36'561 80.34' b in1 I -- S. LINE PARCEL O P.Q.C. SOUTHWEST CORNER PARCEL 0 CJ b DEBUYS PLAT P.B. 180, PG. 147 P.O.B. PROP. 6' PRIVACY FENCE PROP. 4' CONC. S/W PROP. PAVERS .0 0.0' -0.33' 1' Cr) CN 0 C) 2: UNIT 3 [WILDING 5 N 89"36'56" E 25.00' ate! ' PROP. 2' VALLEY GUTTER 25.33' 25.00' 1 1.2.73' t4, Tit i7� TOWN PARC CIRCLE NORTH PROP 20'. PAVEMENT 40' R/W 6-27-13 TW F.B./PG. DATE BY JOB NO.: 120708 1 SMF' 1 co LEGEND: ® CATCH BASIN GI CABLE JUNCTION BCIX CL CENTERLINE O CUANOUT CI CONCRETE MONUMENT O ELECTRIC SERVICE - ELEVATION, AS -BUILT ' ., ELEVATION, PROPOSED 4- FIRE HYDRANT i FLOW ARROW SCALE: 1"' = 20' 0 -0- 0 #0 • V/ DO e IR&C LB2936, SET 1/2" LICHT 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