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620 Begonia Street TOPO SURVEY NOT COMPLETERevision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J ' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 � �; c a 1 Phone: (904) 247-5826 Email: Building -Dept coab.us PERMIT #: E,CL� k9 b .- Revision to Issued Permit OR Corrections to Comments Date: /,xL Zb Project Address:��CyC5_ OL Contractor/Contact Name: Nu4,74 Contact Phone: q64 Email: Description of Proposed Revision / Corrections: affirm the revision correction to comments is mclu (printed name) •�, ��„KR _ c�h � _ • W 1_9posed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f. to be added: ) JAN 2 2020 • Willpr.ed-revision/corrections add additional increase in building value to originals1 ao �k.i3 l 4N ❑*Yes (additional increase in building value: $ ) Gco ctnrr„ sty fz,xr"einvai atio y� *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied �"�Eicable to Department Permit Fee Due $ Revision/Plan Review Comments__ o' -r— Depar_tmcnt Review Required: uil �cJ7ry%g _ re administrator Public Works ,'°- - ""Public public Utilities Public Safety Fire Services C Reviewed By dt�ZZ 12 U Date Updated 10/17/18 A F- I L!O %-• F--- Iy cn C3/ , = Lo MAP SHOWING AS -BUILT SURVEY OF: LOTS 1, 2, 3, 4, 5 AND 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, REVISED 11/20/2019 TO SHOW IMPROVED FILL AND GRADES. IFLORiA. 1. THIS PROPERTY HAS FILL ADDED AND GRADED PER DRAINAGE PLAN BY TOURING —�, PARCEL ID NUMBER: 170921-0000 COMPANY. THE GRADE IS "ROUGH -IN" TO MATCH THE GENERAL DESIGN. SWALES AND FINAL GRADES WILL BE IMPROVED DURING THE FINAL CONSTRUCTION PHASE OF EACH RFSI(?FNCF_ i 2. THE UNDERSIGNED HAS REVIEWED THE EXISTING AND CURRENT CONDITIONS OF THE SITE. 3. BENCHMARKS ARE AS FOLLOWS: 3.1_ NW CORNER OF BEGONIA ST AND 6TH ST. SET NAIL 4.97 NAVD 1988 DATUM. 3.2. SET NAIL IN POWER POLE ON LOT 1 7.0 FEET NAVD 1988. ORV 7557 PG 1578 DAAGLEY JUNKYPRD DAGLEY DONALD JAY 550 CAMELIA ST ATLANTIC BEACH, FL 32233-2520 6 L6 ( _-)U K/VV) n — _ — — _ — _ — _ — — — — DRAINAGE FLOW CONDITIONS POST FLOW CONDITION PRE FLOW CONDITION 1 NOTE: ORIGINAL FLOW OF LAND O XX.XX EXIST. GRADE ELEVATIONS XX.XX EXIST, GRADE ELEVATIONS XX,XX FINAL DESIGN GRADE ELEVATIONS GENERAL NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NnTIFY THE PROPER AGFNCIFS. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. i, THIS. SURVEY I5 INTENDED FOR StiLv_ USE VY ii'iL PARTIES ..LI<.si ittf i1tKtVI'd. 2. NO PARTY SHALL AS THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED - 12/30/2019 5:10:20 PM, ARCH C (24.00 X 18.00 Inches) 0 30 60 f Feet REVISED 12/30/2019 TO SHOW INVERT ON INSTALLED OUTFALL. BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)=685-2800 FAX (904)_685=2345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSU LTING.COM NOTES THIS IS A BOUNDARY SURVEY - FLOOD ZONE "AF" AS BEST ASCERTANEO FROM FLOOD PANEL NO 120--31CO408J DATED 11.2.2018 BEARING DATUM BASED ON THE W'LY R/W LINE OF BEGONIA ST. BEING NO 56'17'W. !:`I.LFE INA, BE-AkJ�., iIIJI',tii 11tS.,U-i UN. MP,'. -IAF', L-7 mil T flit IVL SHOWN` ,:ItV H- SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 N d- m rn 00 z I� Abbreviation I Tahte Aialorev. Code Description— PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG _ PAGE POB POINT OF RF>✓ TAIN! TNfG COWD COVERED STRUCTURE APPROX APPROXIMATE RUST BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER GiHL ti ' ICU LENGTH L ARC LENGTH ❑H ❑VERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY P13 PLAT BOOK IP IRON PIPE ' SECONDS A/C AIR F ` dTlTTTn;'_;= E7 NTS NOT TO SCALE A CENTRAL ANGLE I HEREBY CERTIFY TO: HOLSTAR, LLC Hatch Tabte Symbol Tnble Code Ilescriptlon Symbal LP LIGHT POLE — — WAMVS .a_pna WATER METER I VI I I HEREBY CERTIFY TO: HOLSTAR, LLC Hatch Tabte CONCRETE STEPS COVERED ' UVEK£ 1 GR TE Symbol Toble Code Oescriptlan Symbal WATAIET WATER RE TER , FP CPIPF AIRON PIPE CPDF A IN AN < IMn n NIUNA,L TRAFFIC S[G CTL CONTROL IPS SET J' RR 0820! . THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FL ORIMA ADMINISTRATIVE CODE FLORIDA REGISTER U MORS DARYL S BANKS CERTIFICATE # 6063 NO 6063 STATE OF DATE AUGUST 5, 2018 4� F� OR ISP 4 SCALE 1 INCH = 30 FEET JOB NO 17105 THIS S IRlEY WAS ELECTRONICALLY CERTIFIED BY DARYL S BANKS, PSM 60 3, AS TIMESTAMPED ON BORDER.