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620 Begonia Street SURVEY 08.05.2018MAP SHOWINGAS-BUILT SURVEY OF LOTS 1, 2, 3, 4, 5 AND 5' BLOCK 130. 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. FLORif D& 1. THIS PROPERTY HAS FILL ADDED AND GRADED PER DRAINAGE PLAN B, TOURING C0wPmv,. THE GRADE IS "ROUGH -IN" TO MATCH THE GENERAL DESIGN. SWAUES AND FINAL GRADES WILL BE IMPROVED DURING THE FINAL CONSTRUCTION PHASE OF EACH 2. THE UNDERSIGNED HAS REVIEWED THE EXISTING AND CURRENT CONDITIONS OF THE SITE. J. 8EmC*waRxS ARE AS FOLLOWS: 3.1NW CORNER OF BEGONIA ST AND 6TH 8T SET NAIL 4.97 wAvD 1988 DATUM. 3.2. SET NAIL IN POWER POLE ON LOT 1 7.0 FEET NAVO 1988. S1`00'59^E 09.05' ACT 70.0 PLAT T_ 10 GRASS OUTFALL 0 PARCEL |D NUMBER: 770921-0000 0RV 7557 PG 1578 OAGLs, JUNKYARD DAGL[vDONALD JAY 550 CAwEUA ST ATLANTIC BEACH. [L 32233-2520 S1`00`58"E 50.0` ACTUAL S1*00'58"E 50.0' ACTUAL c 1lnO'50^E 5O' 4CTUAL 1`OO`59^E 5O.O' 4CTUAL pa o PC POINT OF CURVATURE 0 R W VRIGHT OF WAY ui I RIGHT OF WAY 18 PG 34 POB COV'D COVERED STUCTURE APPROX APPROXIMATE 1 / CONC 7 RADIUS SEC ET ELECTRIC TRANSFORMER AC v CH CHORD LENGTH L ARC LENGTH C14| LOT s BLOCK 138 / 0 cz/ POINT [IF TANGENCY 1 cx n'nnc 8E* o 1 A/C 1 mo / to SEC. ^H^ 1(6 po 8 Pu 3* LoT5 56 fl NO 56 17 W BLOCK 138 ATLANTIC' BEACH H^ SEC 0 P8 18 pu J+ ov / v | 0 LoT 4 BLOCK 138 0 ^n ^mnr pr^ru / pa o PC POINT OF CURVATURE 0 R W VRIGHT OF WAY ui I RIGHT OF WAY 18 PG 34 POB COV'D COVERED STUCTURE APPROX APPROXIMATE CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT [IF TANGENCY Cn PLAT BOnK IP IRON PIPE I SECONDS ---I A/C AIR to 1(6 56 fl NO 56 17 W 5d.b-ACT(JAL DRIVEWAY MAX WIDTH 2OFT @oFT FROM EDGE OF ASPHALT DRAINAGE FLOW CONDITIONS POST FLOW CONDITION PRE FLOW CONDITION NOTE: ORIGINAL FLOW OF LAND xxXx EXIST. GRADE ELEVATIONS XX.XX_ EXIST. GRADE ELEVATIONS XX—X-X) FINAL DESiGN GRADE ELEVATIONS GENERAL NOTES: 1^OO'9.E O-D' ACIUAL ATLANTIC 8 EACH PB 18 PG 34 BLOCK 138 ATLANTIC BEACH 00 P8 i 8 PG 34 Lo Ln c 0 r` c cz Ld 21 «u 0o/ r- rj | 1 ATLANTIC BEACH / Sso^H~ / 6 ib PG J* 7 - -- - - -' 10.9. . 0 / dQ 1 ( 'u0 0-_.- T -- -- -- -- omo 7 - 20., tn------ ---- BEGONIA STREET' 1 . NO uwoEnonouwo ununss OR sTnucrunss uzoArco 1 NO ununcs LOCATED EXCEPT AsMAY ec sxowN xsnEow. o. NO Answpr WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINESwoernwonp,n pnoprn Am'wnrx xesrnAcT OF TITLE WAS NOT FURNISHED TO THE uwosns/uwso o vconcAL oAruu aAsso ON THE wA.v.o or 1988. LIMITED U AND DISC-LAIMER BY THE USE OF THIS sunvsY, YOU Aunsc To BE aouwo B, THE TERMS *n/rrsw ON THIS sonvc,. 11 THIS sunvc,/s xvrsmoEo FOR SOLE USE OF THE pwnnnc cs nso nsnsom x- NO PARTY sxAu- Ass/um THIS suevs, oexvwwo on ANY /mrsnsSr on oou:Anow *snEom vwTxouT THE pn/oR WRITTEN comsEmr OF THE uwosns|uwEo. 3. ANY REPRODUCTION OF THIS SURVEY /sPROHIBITED- 12/3{/2019Si10:20PM, ARCH C(24.0Ux18l0Inches) REVISED 12/30/2013 TO 3*0w INVERT ON INSTALLED OUTFALL. BANKS BANKS CONSULTING, Jo T INC.-mm/ m 83 WEST 9TH STREET ATLANTIC amACKm 904)'685-2800 FAX (9o0-6nmax4s A GuOmeAzmLxOmoAmY auNKSAmmBANKSCONSUmrING.COM NOTES THIS IS A BOUNDARY SURVEY. rLoou zoms ^Ac^ AS ocsr Asccermmco FROM, puOuo PANEL NO 12031c04-u8u DATED 11.2.e018 Bcxmwu DATUM axsco ON THE w'L, e/w uws or asoow/A sr nawo wo-56'17'vx nacec IM m , HE - E Aoo/nomAL ncsnncnoms nH«r aurAnc mor sHovM om z*o SURVEY BUT wAvoEFOUND IN THE puauonEoo*oa on pAcmnso or THIS oouwry THIS SURVEY DOES NOT DETERMINE owwses*/p ucEmsc ouSIwcsS muwece 78e0 HEREBY CERTIFY TO: HOLSTAR, LLC Table Abbrev, Code o PC POINT OF CURVATURE 0 R W VRIGHT OF WAY ui I RIGHT OF WAY PAGE POB COV'D COVERED STUCTURE DRAINAGE FLOW CONDITIONS POST FLOW CONDITION PRE FLOW CONDITION NOTE: ORIGINAL FLOW OF LAND xxXx EXIST. GRADE ELEVATIONS XX.XX_ EXIST. GRADE ELEVATIONS XX—X-X) FINAL DESiGN GRADE ELEVATIONS GENERAL NOTES: 1^OO'9.E O-D' ACIUAL ATLANTIC 8 EACH PB 18 PG 34 BLOCK 138 ATLANTIC BEACH 00 P8 i 8 PG 34 Lo Ln c 0 r` c cz Ld 21 «u 0o/ r- rj | 1 ATLANTIC BEACH / Sso^H~ / 6 ib PG J* 7 - -- - - -' 10.9. . 0 / dQ 1 ( 'u0 0-_.- T -- -- -- -- omo 7 - 20., tn------ ---- BEGONIA STREET' 1 . NO uwoEnonouwo ununss OR sTnucrunss uzoArco 1 NO ununcs LOCATED EXCEPT AsMAY ec sxowN xsnEow. o. NO Answpr WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINESwoernwonp,n pnoprn Am'wnrx xesrnAcT OF TITLE WAS NOT FURNISHED TO THE uwosns/uwso o vconcAL oAruu aAsso ON THE wA.v.o or 1988. LIMITED U AND DISC-LAIMER BY THE USE OF THIS sunvsY, YOU Aunsc To BE aouwo B, THE TERMS *n/rrsw ON THIS sonvc,. 11 THIS sunvc,/s xvrsmoEo FOR SOLE USE OF THE pwnnnc cs nso nsnsom x- NO PARTY sxAu- Ass/um THIS suevs, oexvwwo on ANY /mrsnsSr on oou:Anow *snEom vwTxouT THE pn/oR WRITTEN comsEmr OF THE uwosns|uwEo. 3. ANY REPRODUCTION OF THIS SURVEY /sPROHIBITED- 12/3{/2019Si10:20PM, ARCH C(24.0Ux18l0Inches) REVISED 12/30/2013 TO 3*0w INVERT ON INSTALLED OUTFALL. BANKS BANKS CONSULTING, Jo T INC.-mm/ m 83 WEST 9TH STREET ATLANTIC amACKm 904)'685-2800 FAX (9o0-6nmax4s A GuOmeAzmLxOmoAmY auNKSAmmBANKSCONSUmrING.COM NOTES THIS IS A BOUNDARY SURVEY. rLoou zoms ^Ac^ AS ocsr Asccermmco FROM, puOuo PANEL NO 12031c04-u8u DATED 11.2.e018 Bcxmwu DATUM axsco ON THE w'L, e/w uws or asoow/A sr nawo wo-56'17'vx nacec IM m , HE - E Aoo/nomAL ncsnncnoms nH«r aurAnc mor sHovM om z*o SURVEY BUT wAvoEFOUND IN THE puauonEoo*oa on pAcmnso or THIS oouwry THIS SURVEY DOES NOT DETERMINE owwses*/p ucEmsc ouSIwcsS muwece 78e0 HEREBY CERTIFY TO: HOLSTAR, LLC Table Abbrev, Code Description PC POINT OF CURVATURE PT POINT OF POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R W VRIGHT OF WAY ROW I RIGHT OF WAY PG PAGE POB POINT OF REGJNNING COV'D COVERED STUCTURE APPROX APPROXIMATE CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT [IF TANGENCY P13 PLAT BOnK IP IRON PIPE I SECONDS ---I A/C AIR Hatch Talote CONCRETE LP LIGHT POLE WAMVS WATER METER luwtl Hatch Talote CONCRETE STEPS COVERED WATMET TRfFIC SIG "A' F IEC SlEiNAL IaX 2. CTL CONTROL THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE xnSET FORTH erTHE FLORIDA BOARD opSURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND »oxmmwER naRmcaS, ponnoxwr TO oEonnm rc02rFLORIDA STATUTES AND CHAPTER 5J-/zo50 pzoeu)Axo^mmmrpmnvsroos DARYL S_ BANKS CERTIFICATE # 6063 No 6063 STATE OF DATE AUGUST5,2016 OR I t, SCALE 1 INCH = 30 FEET JOB NO 17105 THIS StJRmEYWAo ELECTRONICALLYcERTIFIE/ov.D4RYL S_BANKS, PSxm6uV A0TIMES TAMPED ON BORDER.