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HomeMy WebLinkAboutflood elevation finalSERVICES BUILDING I bi\/ M • ► 2300 VIRGNTA AVENUE I FORT PrERCE. FL 34982 1 m2) 462-1960 1 TDD mti 462-1428 1 www.STLUCIECO.GOV Memo of EC Review for Correctness and Completion The attached FEMA Elevation Certificate for the following address has been reviewed by this office. 4920 WATERSONG WAY (1602-0154) The items noted below are not correct on the attached form and should read as entered on this page. SECTION A - PROPERTY INFORMATION ( For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number- City State ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitudell-ongitude: Lat. Long. Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building tithe Certificate is being used to obtain flood insurance. A7. Building Diagram Number: A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) ??? sq It a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? Yes No d) Engineered flood openings? x Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) (Zone Dale Effective/Revised Date Zone(s) AO, use base flood depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date 10/01/1983 CBRS OPA Local Official's Name: Leslie Olson, AICP Title: Director, Planning and Development Services Community Name: St. Lucie County (Unincorporated Areas) Telephone: 772-462-1960 Date: 10/01/2019 QUESTIONS TO ANSWER: Diagram 6 or 7? Cns 310 FEMA EC CORRECTION MEMO ST. LU C I E T OF FEDERAL ENCYMANAGE ENT AGENCY ELEVATION CERTIFICATE OMB No.1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY EXpiration Data: JUIy 31, 2015 National Flood Inswauce Progrwa IMPORTANT; Follow the instructions on pages 1-9. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name (JIrnOSE� g& Mp �ILAGROS MONTES Policy Number: A2. Buim420 Street Address WAY' Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: City FORT PIERCE State FL ZIP Code 34949 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 58, WATERSONG PUD, PLAT NO. 1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 27 91' 2n 512" Long. W 80 15' 35 20" Horizontal Datum: ❑ NAD 1927 ❑x 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 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 480 sq ft b) Number of permanent flood openings in the crawlspace N/A b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b N/A sq In c) Total net area of flood openings in A9.1b 512 sq In d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? N Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number 82. County Name B3. State UNINCORPORATED 120285 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FlRM Index Date B7. FIRM Panel Effective/ 88. Flood Zones) B9. Base Flood Elevation(s) (Zone Revised Date 1 AD, use base flood depth) 12111 C 0194 J 02/16/2012 02/16/2012 AE 6' & 7' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: Ell. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? N Yes ❑ No Designation Date: 9 / 15 / 1988 ® CBRS ❑ OPA SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—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: 94 77 A 16 FLDT Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: Datum used for building elevations must he the same as that user M, the RFF 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 8 4 N feet ❑ meters 18 9 N feet ❑ meters 17 0 Nfeet ❑meters 6 2 Nfeet ❑meters 9 . 6 Nfeet ❑meters 5 , 7 (9 feet ❑meters 6. 6 Nfeet ❑meters 6 . J0 N 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. 1 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 IS U.S. Code, Section 1001. [RI Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a In Check here if attachments. licensed land surveyor? N Yes ❑ No PSM 4888 N. KINGS INC. PIERCE A'E` ( _ ,EAL 1 HEIR Y, FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 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. Polloy Number: City State ZIP Code I Company NAIC Number: FORT PIERCE FL 34949 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 A5 WAS OBTAINED USING A HANDHELD GPS UNIT; A9C CONTAINS TOTAL FOR ENGINEERED AND YES AND NO ARE CHECKED; C2C REQUESTED BY LOCAL INSPECTOR: HOUSE IS NOT IN V ZONE; C2E REFERS TO A/C ELEV Signature ///' I // //r�.// Date 12/01/2016 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 El-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 ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ 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 []feet []meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ 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? ❑ Yes ❑ No ❑ 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 communityAssued 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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ 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 GB-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.) 02. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued 8FE) or Zone AD. G3. ❑ The following information (Items G4-G10) Is provided for community floodplain management purposes. G4. Permit Number 05. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086033 (Revised 7112) 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. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 4920 WATERSONG WAY City State ZIP Code Company NAIC Number: FORT PIERCE FL 34949 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item AS. 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. ALL PHOTOS ON THIS ELEVATION CERTIFICATE TAKEN NOVEMBER 7, 2016 GARAGE SHOWING SOLID WALLS P'," 3 REAR VIEW PATIO VIEW FEMA Form 086.033 (Revised 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 USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 4920 WATERSONG WAY City State ZIP Code Company NAIC Number: FORT PIERCE FL 34949 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 AS. ALL PHOTOS ON THIS ELEVATION CERTIFICATE TAKEN NOVEMBER 7, 2016 LEFT/NORTH SIDE VIEW RIGHT/SOUTH SIDE VIEW S �— "Imoff FEMA Form 086-0-33 (Revised 7/12) Replaces all previous editions. DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540-570; #1540-574; #1540-524; #1540-514 ICC ICC - ICC Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of !CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes�� att_Wibules not CB*M specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as uw.w.emwvray.m to any finding or other matter in this report, or as to any product covered by the report. �^� J1. Copyright© 2016 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-2074 www.1cc-es.oro 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com i nfoCa)smartve nt.com EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1640-620; #1540521; #1640510; #1540511; #1640570;#1640574;#1540-624;#1640514 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Codes (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Codes (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t t-rhe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Physical operation ■ Water flow 2.0 USES The Smart Vents units are engineered mechanically operated flood vents (FVs) employed to equalize hydrostatic pressure on walls of enclosures subject to rising or falling flood waters. Certain models also allow natural ventilation. 3.0 DESCRIPTION 3.1 General: When subjected to rising water, the Smart Vents FVs internal floats are activated, then pivot open to allow flow in either direction to equalize water level and hydrostatic pressure from one side of the foundation to the other. The FV pivoting door is normally held in the closed position by a buoyant release device. When subjected to rising water, the buoyant release device causes the unit to unlatch, Reissued February 2015 Revised May 2016 This report is subject to renewal February 2017. A Subsidiary of the International Code Council® allowing the door to rotate out of the way and allow flow. The water level stabilizes, equalizing the lateral forces. Each unit is fabricated from stainless steel. Smart Vent® Automatic Foundation Flood Vents are available in various models and sizes as described in Table 1. The SmartVENT® Stacking Model #1540-511 and FloodVENT® Stacking Model #1540-521 units each contain two vertically arranged openings per unit. 3.2 Engineered Opening: The FVs comply with the design principle noted in Section 2.7.2.2 and Section 2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 IBC and IRC)] for a maximum rate of rise and fall of 5.0 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Smart Vent FVs must be installed in accordance with Section 4.0. 3.3 Ventilation: The SmartVENT® Model #1540-510 and SmartVENT® Overhead Door Model #1540-514 both have screen covers with 1/4—inch—by/4-inch (6.35 by 6.35 mm) openings, yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation. The SmartVENT® Stacking Model #1540-511 consists of two Model #1540-510 units in one assembly, and provides 102 square inches (65 806 mm2) of net free area to supply natural ventilation. Other FVs recognized in this report do not offer natural ventilation. 4.0 DESIGN AND INSTALLATION SmartVENT® and FloodVENT® are designed to be installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. Installation clips allow mounting in masonry and concrete walls of any thickness. In order to comply with the engineered opening design principle noted in Section 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 IBC and IRC)], the Smart Vent® FVs must be installed as follows: is With a minimum of two openings on different sides of each enclosed area. ■ With a minimum of one FV for every 200 square feet (18.6 m) of enclosed area, except that the SmartVENT® Stacking Model #1540-511 and FloodVENT® Stacking Model #1540-521 must be installed with a minimum of one FV for every 400 square feet (37.2 m2) of enclosed area. ]CC-FSFvafuation Reports are not lobe construed as representing aesthetics or any other oaribules not spec fcolly addressed, nor are they lobe consimed as an endorsement of the subject of the report or a recommendation for its me. There is no warronry by ICC F.va(aalhm Service, LLC, espress or implied, a to anyfinding or other matter in this report, or as to any prodrml covered by the reporl. ,a<wu •W� Page 1 of 3 Copyright 020161CC Evaluation Service, LLC. All rights reserved. ESR-2074 j Most Widely Accepted and Trusted Page 2 of 3 ■ Below the base flood elevation. ■ With the bottom of the FV located a maximum of 12 inches (305.4 mm) above the higher of the final grade or floor and finished exterior grade immediately under each opening. 5.0 CONDITIONS OF USE The Smart Vent® FVs described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Smart Vent® FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 5.2 The Smart Vent® We must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated August 2015. 7.0 IDENTIFICATION The Smart VENT® models recognized in this report must be identified by a label bearing the manufacturer's name (Smartvent Products, Inc.), the model number, and the evaluation report number (ESR-2074). TABLE 1—MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE (in.) COVERAGE (sq. ft.) FloodVEN 1540-520 153/4" X 73/4" 200 SmartVENT® 1540-510 153/4' X 73/4' 200 FloodVENT® Overhead Door 1540-524 153/4" X 73/4" 200 SmartVENT® Overhead Door 1540-514 153/4" X 73/4" 200 Wood Wall FloodIVENT® 1540-570 14" X 83/4" 200 Wood Wall FloodVENT® Overhead Door 1540-574 14" X 63/4" 200 SmartVENr Stacker 1540-511 16" X 16" 400 FloodVenfo Stacker 1540-521 16" X 16" 400 For SI: 1 inch = 25.4 mm; 1 square fool = m' IMES Evaluation Report ESR-2074 FBC Supplement Reissued February 2015 Revised March 2016 This report is subject to renewal February 2017. wwwJcc-es.orp 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—VentslFoundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com info(Msmartvent.com EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540520; #1640521; #1540510; #1540511; #1540-670; #1540574;#1540524;#1540514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent® Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR-2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code —Building (FBC) ■ 2014 Florida Building Code —Residential (FRC) 2.0 CONCLUSIONS The Smart Vent® Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code provisions noted in the master report. Use of the Smart Vent® Automatic Foundation Flood Vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the FBC and the FRC. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 2015 and revised May 2016. ICC-Es Evaluation Reports ,,not to be construed as representing aesthelics or any other anribures not specifically addreseed, nor are they to be construed os an endorsement of the subject ofthe rel n or a recommendation for its ose. There it no warranty by /CC Iivoluolion Service, LLC, express or implied, os to any finding or other matter in Ills report, or as to any product covered by the report. Copyright O 2016 1CC Evaluation Service, LLC. All rights reserved. 3®9. Page 1 of 1 \ Z >° N Nw rY 3TAL CONSTRUCTION CONTROL LINE Q Vf Ny / 1N NO OOZ / N QGy G V `'w: o N',o A \ N 65�� Q moo" rp � A \ � \ / LOT 56 F 700 / mac✓ VACANT -! ECORDED IN PLAT BOOK 26, PAGE \ , ?61, PUBLIC RECORDS OF ST. LUCIE / 7.0 ITY, FLORIDA. RECORDED SEPT. 15, 1'�Z " E 6.2 A \FOUND 6.7 5/8`IRC&T LB 8 4286'_ Q- (� \ oo. / x 5.7 67 Q LOT VACANNTT "A FOUND 5/8" IRC "0• •9 � tl "C&T LB # 4286" O N 1111360.170 x 5.3 " E 5' �� E 896344.504 ^34,30' M x 5.2 �.76\ 11166 � .9 5 Nm x 6.4 1 \6.0 \ '84 \ / O / 2 s LOT 23 \ OCCUPIED / \ 4.7 FIRST FLOOR ELEV = 16.70' \w 4 3 / FOUND 5 " N v T � � 3 �\ �\ xIJ�[ /8 IRC "C&T LB N 4286" N 1111323.809 LOT E 89636 VACANT x5.0 f40 40LOT 25 4.8 VACANT / / .5 / LOT 26 VACANT \ SEAWARD MOST DUNE GRASSES MI MI_"IM �•' SpR�gR °E z O AU" 6.6 6.4 C&T.4i C 3 �,00 FLOO 5 1 \ "\1 0 mmr S F GE o k • N moo$ GPf+E' 02 , 6_O• \ 'O 7.6 'OLp •p q5 40•"'B 6.0 \ 16.1 6.9 34.36 E �` 6.6 NE 1 $ 4.7 N 6 00' OD T o � � -.52 � 01 LOT 59 E VACANT x 5,9 c'� �L 45 U .� P // // FOUND 5/8 IRC O aN" 4. 4, �m0 �// 'C&r LB jj a2as` •00. N op0 SON/ ,2� CO �vc x 5,3 1.86 \ x 4.62 LOT 60 \ 4.85 FOUND 5/8-IRC VACANT C&T LB # 4286" O x 6.4 7.9 x OF GRASSES Nil �o \oo. LOT 61 OCCUPIED / Gi Op FND SIT IRC �.y'I •/ C&T LB y 4288E LOT 62 VACANT V 00 N 1111178.156 E 8964/27.290 6" E 0- \N CBS &T " 4286' j / TRACT \ A �\ \5.9 ? u \ 6.0 . x 4 3. 5� x 4 \ x 6.7 "LON �1 Fv000J. E 6.0 A 5.0 5.4 SEASONAL HIGH WATEI ELEV. 5.4 NAVD OF 11 LOCATED NOVEMBER 2 GLOBAL POSITIONING S' 1. G.P.S. SURVEY METHOD: REAL TIME KINEMAI 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQU 3. THE ORIGINAL GPS RTK MEASUREMENTS BE7 COMPLETED ON NOVEMBER 23, 2015. TWO TOP EQUIPPED WITH RT-SKI (REAL TIME MEASUREM \ DATA. TYPICALLY A BASE RECEIVER IS SET UP ROVING RECEIVER LOCATES EXISTING MONUM DATA AND CONTROL THROUGHOUT THE PROJE COMPUTATIONS AND PRECISION INFORMATION \ THE BASE STATION AND RECORDED AS THREE 4. G.P.S. SURVEY MEASUREMENTS WERE PROC 2008. \5. 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