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303 ATLANTIC BEACH REVISED SITE & LNDSCPE PLN(3) 2•x4" P.T. WOOD RAILS BEYOND SECURELY FASTENED TO STEEL GATE FRAME 2- GALVANIZED STEEL— POST FRAME, BRACE AS REO'D. AND WELD ALL JOINTS / 1'x6' P.T. WOOD HORIZONTAL SLATS FASTENED TO WOOD RAILS (TYP-) — LOCKABLE HASP 1/2-0 X 12- LONG SPARTAN CASTOR CANE BOLT ON MO 2408T274 BACKSIDE 5/8.0 X 12- LONG PIPE SLEEVE B DUMPSTER GATE -100 SCALE. 1/4- 1" -0 3'-0" o CONCRETE `"' / SLAB 6" PIPE BOLLARD 3'-6"H. FILLED WI' (D CONCRETE, LO SLOPE TOP TO DRAIN SL. 1/4" /FT. TRENCH DRAIN - LANDSCAPE KEY ® LOW VOLTAGE UPLIGHT LOW VOLTAGE TRANSFORMER 12# GA. BURIAL LOW VOLTAGE LINE IN :" SCH. #40 PVC SLEEVE -••-••- 4" SCH. #40 PVC IRRIGATION LINE O IRRIGATION TIMER IRRIGATION LINE VALVE & BOX tBACKFLOW PREVENTOR PLANT SCHEDULE SHRUBS QTY BOTANICAL NAME COMMON NAME REMARKS N 1 CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 5` HEIGHT, 5' SPREAD MIN., 30 GAL., FULL CHl Go 3 CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 15 GALLON CH3 PM 13 13 PODOCARPUS MACROPHYLLUS PODOCARPUS 15 GALLON, 6'-7" HT. TV30 30 TULBAGHIA VIOLACEA SOCIETY GARLIC 1 GALLON srl 2 12 SERENOA REPENS 'SILVER FORM' SILVER SAW PALMETTO 12 GALLON Z M O QTY BOTANICAL. NAME COMMON NAME REMARKS GROUND COVERS NCA 15 NEOMARICA CAERULEA 'REGINA' GIANT APOSTLES IRIS 16" - 18" HEIGHT, 16" SPREAD, 3 GAL. TAS 105 TRACHELOSPERMUM ASIATIC UM 'VARIGATED' STAR JASMINE 12" - 15" SPR., MIN. 3 RUNNERS PER POT, 1 GAL. I 1 '0 It FROM W11A-100A ALL EXI 50 ` NEW RETAININNG WALL -SEE DETAIL 1 EXISTING RETAIN ` N 83016,59, E 1 '• �„ - • ►O��i� �i���i�i�i♦iii \1 CONCRETE APRON AT GATE S1)VEEP SET GATEEVEL WITH BIO OF CASTOR `I I A DUMPSTER ENCLOSURE W-100 SCALE: 1/4" = 1'-0" _ 1-0 O—V MORTAR CAP SLOPED TO DRAIN - - 146 VERT, CEN T tKtu 1N GROUT FILLED CELL. 8" CMU LINTEL FILL WITH 2 @ EA. END OF WALL CONC. & 245 CONT. 3 @ EA. CORNER & STUCCO FINISH @ 24" O.C. MAX. 8" CMU W/ STUCCO TO MATCH BUILDING SEE CIVIL FOR GRADE II II II,Ir=IIIRII—IE 146 DOWEL W/ `J 2'-2" LAP @ EA. REINF. CELL 1/2" EXP. IT. MATERIAL °O AND SEALANT 6 CONC. SLAB W/ 6X6-W2.9XW2.9 WWF CENTERED . � a 345 CONT. T&13 a W/ #3 TIES @ 32 ; a. ° 2'-8" ALL STP jCTURAL INFORMATION TO BE VERIFIED WITH LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. 1 wALL SECTION -100 SCALE. 3/4" = V_0" Q�1 ofI dam- i --� 8- Schier �, //•,- r� NEW 4" CONCRETE TO r DEDUCE WPERVIOUS AREA 210 S.F./`_ 0 z Z 0 rn w v! LA 00 O) rn ch G) CONCRETE I-STORY-BLOCK/STUCCO AL'S PIZZA WALK .00, 50' Water meter L CI TIN X30'-6 CON E 3 ... PENING \ rrw.+"" 'r TOINCRE NE HB 31 , ARKING IMPER SPACE 2 AREA 30 S.F. Water Tie-in ' 20.3 Schier GB -0250 a i Trench Drain PARKING I SPACE 1 DUMPSTER 1 1 ENCLOSURE I 0 / 1 3.8- ° CHI 14M i 1 w M w I EGRESS RAMFNISM REMOVE EXI TING �J E 1?�..la6 CONCRE E u6i,4 TO INCREAS NEW HC SPACE 46X IMPERVIO S RELOCATED AREA 174. S.F. IA A — — — — ----- 7 I ❑ ❑ OLD S • — • — — E 1 EW 8' FENCE TO SCREEN 1 E UIPMENT ON AQAC��NT PROPERTY S DETAIL 2/A-1CM C NE 6' FENCE TO REP (MPHALT DRIVE / PARKING EXI TING 6 FENCE 1 S DETAIL 3/A -100A PM I 13 E -STRIPE EXISTINGSPACES RE -STRIPE EXISTING SPACES 1 1 1 w I 0 D SIGNMAC& I _ _ _ ETM�— 1/2"IP 1 6'HEADE CURB In cif ` S 89-17'01" W 6"HEADER CURB NO ID. I K *12' CD 12''12- m m *12- '0.� *12" �. I m SITE BENCHMARK I SITE CONTROL SET NAIL & DISK, LB 6979 I ELEVATION 11.81 I j E 530812.94 1 EXISTING ASPHAL CROSSWALK DRIVE / PARKING TO BE RELOCATED I I RE -STRIPE EXISTING SPACES 0 1 A I ELOCATED '►i 1 (D /E EXISTING *10. 0" 9 PROPOSED SCALE: 1/8" = 1'-O" — — I � ticoo �I A SOUTHERN BISTRO & BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: 'noverby@att.net N.C. 12109 • FL. AR -0017060 • FL. ID -4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 BUILDIND TIES NEPTUNE BEACH, FLORIDA 32266 BLD DEMS design@200firststreet.com 904-535-0270 ph 904-246-8402 fax 0 rn O TV 30 T- 90 -i C 3 3 CONCRETE STRIP .—RELOCATE 0 EXISTING Z PALM � N Ul 0 m Go }U W 03 0 STOP 1�2" vI DSCAPE PLA TAS 15 SR 12 DATE ISSUED: OCTOBER 30, 2017 REVISIONS: 5-3-18 ADDITIONAL SHEET - 5 -16-18 CLARIFICATIONS PER CITY AWIS A76-18-18 VIE CONCRETE LAY UT P R OWN RSR O 1 ST SHEET TITLE Q 5 REVISED SITE & LANDSCAPE PLAN SHEET NUMBER A=1 00 CONSTRUCTION SET 0 Z > � 0 N QUM J 0 z LL J W = I— U �- <C Q Z M O w W � � U 0 M 1.... w 0 �-- cr- 0 ©C U PROJECT NUMBER: 15111 DATE ISSUED: OCTOBER 30, 2017 REVISIONS: 5-3-18 ADDITIONAL SHEET - 5 -16-18 CLARIFICATIONS PER CITY AWIS A76-18-18 VIE CONCRETE LAY UT P R OWN RSR O 1 ST SHEET TITLE Q 5 REVISED SITE & LANDSCAPE PLAN SHEET NUMBER A=1 00 CONSTRUCTION SET J J (3) 2"x4" P.T. WOOD RAILS 1"x6" P.T. WOOD HORIZONTAL BEYOND SECURELY SLATS FASTENED TO WOOD RAILS FASTENED TO STEEL GATE (D.p) FRAME / SLAB 2" GALVANIZED STEEL LOCKABLE HASP POST FRAME, BRACE AS 6" PIPE BOLLARDS REO'D. AND WELD ALL JOINTS 3'-6"H. FILLED WITH 1/2"0 X 12" LONG SPARTAN CASTOR CANE BOLT ON MOD.# 2408T274 BACKSIDE 5/8"o X 12" LONG PIPE SLEEVE B DUMPSTER GATE -100 SCALE: 1/4" = 1'-0" < SPACE 3 q CONCRETE z \ `Y) / SLAB F- SPACE 2 0 6" PIPE BOLLARDS X Trench Drain],4 3'-6"H. FILLED WITH X \� SPACE 1 o CONCRETE, O0- Q . I g LO SLOPE TOP z CM ci TO DRAIN �U_ SL. 1/4" /FT. „ ,,,,,,,,,,,,rrrrr-r. C) f) z I... z Q C/) TRENCH DRAIN J W O F- U .s=rte■ W a r` L0 r STUCCO OVER 8" CMU PAINT TO MATCH BUILDING 6" DIA. CONCRETE FILLED STEEL POST /-CONCRETE APRON I AT GATE S\ VEEP SET GATEf EVEL WITH BOT� OM OF CASTOR 0 I I tl A DUMPSTER ENCLOSURE -100 SCALE: 1/4" = 1'-0" K2Y MORTAR CAP SLOPED TO DRAIN 146 VERT. CENTERED IN :.- _ 8 CMU LINTEL FILL WITH GROUT FILLED CELL.2 @ EA" END OF WALL CONC. & 245 CONT. EA. CORNER & STUCCO FINISH 3 @ 24" 0 C MAX 8" CMU W/ STUCCO TO MATCH BUILDING SEE CIVIL FOR GRADE II II;_... IIS 1-#6 DOWEL W/ " -� Tit I I�� 2'-2" LAP @ EA. REINF. CELL 345 CONT. T&B W/ #3 TIES @ 32" 2'-8" ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. 1 WALL SECTION -100 SCALE. 3/4 = V-0" @ 1/2" EXP. JT. MATERIAL °O AND SEALANT 6" CONC. SLAB W/ 6X6-W2.9XW2.9 WWF CENTERED 9 COAB Sewer LANDSCAPE KEY O LOW VOLTAGE UPLIGHT LOW VOLTAGE TRANSFORMER 12# GA. BURIAL LOW VOLTAGE LINE IN �' SCH. #40 PVC SLEEVE -••-• - 4" SCH. #40 PVC IRRIGATION LINE IRRIGATION TIMER IRRIGATION LINE VALVE & BOX ' BACKFLOW PREVENTOR I I WALL EX ENDED 50'-0" FROM ' NEW RETAINING SEE DETAIL 1 /A -100A EXISTING RETAINING WALL r , 59„ E N 3016 122 i ♦111 " u #`- ��i�i► i►i�i�i� ' ��i ► Oi!►�OV OOi 4 CIO n O -n ZZ 'Am 0o C: ?� z O - �-a^ Schier NEW 4" CO qCRETE TO gr�EDUCE ERVIOUS AREA 210 S.F.I---- CONCRETE ISchier GB -0250 Tie -In I � I I-STORY-BLOCK/STUCCO AL'S PIZZA I 1 14.00 I ,44444-4444444. I WALK °' I w� � I Water meter UG 50' (PLAT) j LL 6 XISTING PARKING 71ACE 4 TO REMAIN 4" W. WALK TOS EET 45-41 SPACE 3 RES, I-- -0" NI NG Z. \ " J • 1.0 ARKING cn SPACE 2 0 — 7 2(Y-3' 00 Trench Drain],4 '` _ PARKING w \� SPACE 1 DUMPSTER 1 ENCLOSURE Q . I g /riiirir i / i 3'-8" z CM ci ��irrrrrrrrrrrrrrrrrrrrrrrrrrrrr,•rrrrrrrrr �U_ „ ,,,,,,,,,,,,rrrrr-r. C) f) z I... Q C/) 0-- J W O F- �pQ .s=rte■ U a � I ED -- PIP, S rd AF - '0'.y. fA ISchier GB -0250 Tie -In I � I I-STORY-BLOCK/STUCCO AL'S PIZZA I 1 14.00 I ,44444-4444444. I WALK °' I w� � I Water meter UG 50' (PLAT) j LL 6 XISTING PARKING 71ACE 4 TO REMAIN 4" W. WALK TOS EET 45-41 REMOVE EXI TING EGRESS RAMFROM FLOW ELE1p1110N 12.E CONCRE E I TO INCREAS NEW HC SPACEif oeT IMPERVIOUS I RELOCATED AREA 174.5 S.F. 7 II I A A ----- OLD S I 0 • E — — I EW 8' FENCE TO SCREEN I E UIPMENT ON AQ)ACENT PROPERTY S E DETAIL 2/A-1 CM ' FENCE TO REPL IPARKING CMPHALT DRIVE NE 6 � / EXI TING 6' FENCE I S DETAIL 3/A -1 00A o I r PM - I m 13 I E -STRIPE EXISTINCSPACES RE -STRIPE EXISTING SPACES I i > I E D SIGN I __.ear_..- ___.� ._..- - - ._. _ .r.._.._.. - - - - 0. - - - - - - 1/2"IP i6"HEADER CURB Q I S 890 17'01 " N/ o"HEADER CURB NO ID. I I *12*12' m m �. *12 * o. I W I I SITE BENCHMARK I SITE CONTROL SET NAIL & DISK, LB 6979 I I ELEVATION 11.81 I I N 2178259.88 I I E 530812.94 CHI 1 EXISTING ASPHAL� CROSSWALK DRIVE / PARKING I TO BE RELOCATED I RE -STRIPE EXISTING SPACES I I I 1� I I a I ELOCATED B •� + + 150.79' I I � • r�9` 11 II I PROPOSED I SCALE: 1/8" = 1'-0" *10. ! 'I �I [h OVE EXISTING SPACE 3 RES, I-- -0" NI NG Z. \ " J • 1.0 ARKING cn SPACE 2 0 — 7 2(Y-3' 00 Trench Drain],4 '` _ PARKING w \� SPACE 1 DUMPSTER 1 ENCLOSURE Q . I g i / i 3'-8" REMOVE EXI TING EGRESS RAMFROM FLOW ELE1p1110N 12.E CONCRE E I TO INCREAS NEW HC SPACEif oeT IMPERVIOUS I RELOCATED AREA 174.5 S.F. 7 II I A A ----- OLD S I 0 • E — — I EW 8' FENCE TO SCREEN I E UIPMENT ON AQ)ACENT PROPERTY S E DETAIL 2/A-1 CM ' FENCE TO REPL IPARKING CMPHALT DRIVE NE 6 � / EXI TING 6' FENCE I S DETAIL 3/A -1 00A o I r PM - I m 13 I E -STRIPE EXISTINCSPACES RE -STRIPE EXISTING SPACES I i > I E D SIGN I __.ear_..- ___.� ._..- - - ._. _ .r.._.._.. - - - - 0. - - - - - - 1/2"IP i6"HEADER CURB Q I S 890 17'01 " N/ o"HEADER CURB NO ID. I I *12*12' m m �. *12 * o. I W I I SITE BENCHMARK I SITE CONTROL SET NAIL & DISK, LB 6979 I I ELEVATION 11.81 I I N 2178259.88 I I E 530812.94 CHI 1 EXISTING ASPHAL� CROSSWALK DRIVE / PARKING I TO BE RELOCATED I RE -STRIPE EXISTING SPACES I I I 1� I I a I ELOCATED B •� + + 150.79' I I � • r�9` 11 II I PROPOSED I SCALE: 1/8" = 1'-0" *10. ! 'I �I [h OVE EXISTING + y ter" cooi I I j A SOUTHERN BISTRO & BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbv@att.net N.C. 12109 • FL. AR -0617060 • FL. ID -4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 BUH DIND TIES NEPTUNE BEACH, FLORIDA 32266 BLD DEMS design@200firststreet.com 904-535-0270 ph 904-246-8402 fax to O rn e TV 30 Ts 190 CH3 3 CONCRETE STRIP RELOCATE 0 > -J m RES, I-- 1- - • ♦ " J • cn 0 M 00 w > I— rc � z CM ci W m �U_ C) f) z I... Q C/) 0-- J W O F- �pQ .s=rte■ U + y ter" cooi I I j A SOUTHERN BISTRO & BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbv@att.net N.C. 12109 • FL. AR -0617060 • FL. ID -4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 BUH DIND TIES NEPTUNE BEACH, FLORIDA 32266 BLD DEMS design@200firststreet.com 904-535-0270 ph 904-246-8402 fax to O rn e TV 30 Ts 190 CH3 3 CONCRETE STRIP RELOCATE 0 > -J m EXISTING I-- PALM N cn 0 M 00 w > STOP *12» �I uI DSCAPE PLA TAS 15 SR 12 Z O 0 > -J m co N N I-- 0 z LL w J I— U z CM ci W m �U_ C) f) z I... Q C/) 0-- J W O F- �pQ U PROJECT NUMBER: 15111 DATE ISSUED: OCTOBER 30, 2017 REVISIONS: ADUMPST5 Q5-16-18CLARIFICATIONS 6 PER CITY 2L6-18-18 REVISED CONCRETE LAYOUT PFR OWNERS R --"--- SHEET TITLE 0 5 REVISED SITE & LANDSCAPE PLAN SHEET NUMBER A=1 OOB CONSTRUCTION SET LOT 8 jI r£r�? ��y{ �� w s �n3 BLOCK I p L G. EVERETT9 SUBDIVISION 'A' v ATLANTIC BEACH ;t 0 PLAT BOOK 5, PAGE 69 z l� * !RON PIPE OR ROD ii 5 } X86 €2X 3 } iv } } LOT I FAX (904) 396-9997 } LOT 3 } 12,63 Y } } LOT ❑ } 12.62 � . } 150.34' �F11:�D� 12,60 X 56' 2s" E r `g } 50' {PLA13 \t -_ `iI - ` E5 00' l� /' AMMU 10,40 ` 0 1! �3 a 1'39 5 sv E, 11.99" a 11..64 11.19 (p�(1} 1 81 1227 12.18 1IA6 ,31 10.49 t X 11. 38 X E 12,37 X PCAI) ,o' ( X 12 2 e, m d� T 1 2.ss X t3! x 12.405 12,22 12,80 1286 ��0 1252 � r�tar�� inspection of flood insurance Rate 12,54 72.q- i 11,49 10.59 13.00 X r, 12X7 1312 12,78X X X X IZ74 24.4 311 70 } 0 1269 X2.26 E I -`f 10.1' X 13,24 13.20 12,82 n } w ao 8.0' } x X EtEC1RIC X I2.80 PANtI S /12.32 10.78 X X } 132 5 13X 6 0 0 13 0 1 5.2� X .66 g5.5' } 1 11.6` ®•5' } g,2' 12.11 X 11.67 } } m 12.14 10.81 } 2-STORY-BLOCK/STUCCO I "' 1253 X } _- ` 303 COOP RESTAURANT 1 3 12.41 SORB 5 FWSMm FLOOR ` €LEVA710N 13.65 ' LOT 6 }} 11.61 I LOT 4 1} X A 91.1' ' LOT 2 10,871 15 13.21 1:3 20 13,,16 13.14 1 18 13.21 1315 13.14 I {-r 1305 1X06 1029 1 k 3X 1 I 4fi 7' 3 13,00 12,95 1 I 13,03 94 It { 12^83 ----- ---- ---- - 1 3286 1 X87 ---- 12.51 1154 i 1 t 1 S t t l 12.30 12.34 X i2^33 12.37 X 12,05 €2X 3 12.X10 X kL9' 12}_87 X X L G. EVERETT9 1Z84 v 12.81 ;t 0 1 z l� * !RON PIPE OR ROD ii 12.80 X86 €2X 3 iv X FAX (904) 396-9997 i 12,63 3 X�612 12.62 12.62 12,60 X x 12.62 X \t -_ `iI - AMMU -Harroo G.- Everett, Jr.P1,-S. NO. 328 11.X56 12,37 y5 9 12,41 As hest determined from en 113. Not abstracted for easements. 1252 X inspection of flood insurance Rate 47 12 ,45 i Map: ? 20075 0409 H dated 6-3-13, the lands/house n 12.30 12.34 X i2^33 12.37 X 12,05 €2X 3 12.X10 X kL9' 12}_87 X X L G. EVERETT9 1 5 v n X 0 rn z l� * !RON PIPE OR ROD ii 8k2 €2X 3 iv Vpa fries[ FAX (904) 396-9997 i 12,63 3 X�612 O T OVERHEAD TELEPHONE 1X61 GENERAL NOTES: 1.) This is Topographical and \t -_ `iI - } -Harroo G.- Everett, Jr.P1,-S. NO. 328 11.X56 1Lx y5 9 Profes6ions#-S-urveyar ono Mapper As hest determined from en 113. Not abstracted for easements. 1185 inspection of flood insurance Rate '4. jjj Basis of Bearings: Assumed i Map: ? 20075 0409 H dated 6-3-13, the lands/house n P-35 6 12x 8 X I `LLQ 12 )9 X 1 I AS%U Mr. 1 t 1233 € 4 X39 ' 11.61 iLX X A 9 12XD3 11.85 X 1216 1 1 1 12.21 € 6 X2 24 12.18 X } 11.2 11.67 X 11 11.93 11. x } 1202 j 7 1X04 1214 X 11.97 IL 11,89 11.85 LUA 1207 S 89-17'01't W 1 l 150.79' i I 1 1 1 t I ATLANTIC D O'�ULEVARD (RIGHT OF WAY VARIE�, PAVED) SM RCROWAAM Mr. CONIML M wn & WK LR 6079 eaarar 10,45 wl 1 MAP SHOWING SURVEY OF LOTS 2, 4 AND 6, BLOCK 1, SECTION "A". ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN PIAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: AL MANSUR ADDITIONAL GENERAL NOTES: 5.) DESCRIPTION AS FURNISHED. 6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES, IF ANY, NOT DETERMINED. 7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED 8.) ELEVATIONS SHOWN ARE BASE ON NAVD 1988. BENCH MARK IS AS NOTED HEREON. 9.) THE AVERAGE ELEVATION OF ALL SHOTS TAKEN IS 12.29 NAVD 88. 10.) THIS IS A TOPOGRAPHICAL SURVEY ONLY. FOR BOUNDARY SEE SURVEY BY GEOMATICS CORP., DATED DECEMBER 3, 2015. 11.) LANDS SURVEYED CONTAIN 17,695.52 SQUARE FEET AND/OR 0,4062 ACRES, II I L G. EVERETT9 LEGENQ. N ) n 0o N 0 rn z l� * !RON PIPE OR ROD ii (904) 396-6334 iv Vpa fries[ FAX (904) 396-9997 e --mail horlogev@aol.com wl 1 MAP SHOWING SURVEY OF LOTS 2, 4 AND 6, BLOCK 1, SECTION "A". ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN PIAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: AL MANSUR ADDITIONAL GENERAL NOTES: 5.) DESCRIPTION AS FURNISHED. 6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES, IF ANY, NOT DETERMINED. 7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED 8.) ELEVATIONS SHOWN ARE BASE ON NAVD 1988. BENCH MARK IS AS NOTED HEREON. 9.) THE AVERAGE ELEVATION OF ALL SHOTS TAKEN IS 12.29 NAVD 88. 10.) THIS IS A TOPOGRAPHICAL SURVEY ONLY. FOR BOUNDARY SEE SURVEY BY GEOMATICS CORP., DATED DECEMBER 3, 2015. 11.) LANDS SURVEYED CONTAIN 17,695.52 SQUARE FEET AND/OR 0,4062 ACRES, II I L G. EVERETT9 LEGENQ. n CONCRETE MONUMENT i 1660 EMERSON STREET JACKSONVILLE, FLORIDA 32207 * !RON PIPE OR ROD ii (904) 396-6334 o/E OVERHEAD ELECTRIC FAX (904) 396-9997 e --mail horlogev@aol.com O T OVERHEAD TELEPHONE x CROSS_ I UT IN CONCRETE X- X FENCE GENERAL NOTES: 1.) This is Topographical and \t -_ `iI - a: Boundary survey. -Harroo G.- Everett, Jr.P1,-S. NO. 328 2. No abstract of Title furnished. Profes6ions#-S-urveyar ono Mapper As hest determined from en 113. Not abstracted for easements. State of Florida inspection of flood insurance Rate '4. jjj Basis of Bearings: Assumed Map: ? 20075 0409 H dated 6-3-13, the lands/house n S, 89'-17'-01" W. along the North line of Atlantic Blvd. Not valid unless Surveyor's Official Seal is embossed hereon. surveyed fie in Lone FIELD BOO;_.._ _ PAGE DRAFTSMAN: H G E ORDER _.-._......_...._.........._._... SCALE: 1°'_=20' DATE: 8-31-18_._._._ DRAINER NO. t LOT 7 I I BLOCK 1 SUBDIVISION "A" ATLANTIC BEACH PLAT BOOK 5, PAGE 69 LOT 5 32.54 1222 13.00 X X 1278X X 12.74 1X4 13X0 1262 c„ 29.G' LOT 6 13.29 13,20 13.16 13,03 )11 7 12N 67 1262 4712.45 .47 x 12.3 1 .31 1 � 1 1 1 � LCT 3 1 �fl 1 t 150.34 {� 8356'2.6. � 99 ,mac, LOT 1 T 10,40 99 11.64 11.19 12.1II 11.99 or 31 I0.49 } 11.66 X 1 X i2 38 12.37 ZX S X 12.2 X X L2X 12,80 12,86 =� b Lo ` vt 12X69 12.40 12.52 m n .ta�7 M X X t2_ V --i 1 5' X _ 11,49 10,59 11$9 X 24,4? 13.2 13.1I ip �, 12.69 X2.26 X y, { X ELEGMR0 10'7' 1 XIZSo p 1 { 13X 5 13X5 a L -z 8.0' 5.* X .56 12 3E 31.5' ` 9.?' 12.11 11.67 1 � It 2-S�'ORY- BLOC K/�TUCCO 1 303 COOP RESTA JRANT 1 OOR FINISHED ria 65 f l � j LOT 4 1 ` 81.1' 3.14 1 ykfl Meet 13.15 13.14 Y 1 41 13,05 13,06 w 13,01 13 OQ 12X 5 X 1 12.86 k2X 7 :. - .says 12:5 3 e Y 12.84 1287 x 11,25 W fjl 70 X k1;�6 to 12.86 X 146I 12,08 1 X 9 YS { rstw� / P�xsstc 12.63 iii � 11,X 1 X lI.6I 12 59 x 11.$5 1262 12.X62 12,03 X 12.60 x 44 12,23 X A`R %T V / v c 1239 �X 9 12.X33 X 11 14 i 11,67 12.37 11.93 11'X 2 X 12,02 , 12.41 X 12 52 X 12,26 ` 1221 12.L8 12.30 1224 X 12.34 X 1237 X 1217 4 X 1207 12X04X 1205 IZ03 X 12 .12 12.10 1193 1 ,04 12,09 .1 x 12,14 12,53 X LOT 2 N M871 1029 13.1 - - - - - - -wa - LE 5079 11,25 W fjl 70 X k1;�6 to 1185 146I 12,08 YS { rstw� / P�xsstc iii � 11,X lI.6I 11.$5 12,03 X 12 k6 12,23 X 11 i 11,67 `( 11.93 11'X 2 X 12,02 , k15t 9 LE 5079 89'17'01" �. W 150.79 t �I 1 } j i { (RIGHT OF WAY V�RIES, PAVED) MAP SHOWING SURVEY 0 LOTS 2, 4 AND 6, BLOCK 1, SECTION "A". ATLANTIC BEACH, ACCORDING TO THE CU RENT PUBLIC RECORDS ECORDED IN PLAT B RECORDS OE DUVALCOUNTOOK 5,Y OF THE FLORIDA. FOR: AL MANS UR ADDITIONAL GENERAL NOTES: 5.) DESCRIPTION AS FURNISHED. 6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES, IF ANY, NOT DETERMINED. 7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED. 8.) ELEVATIONS SHOWN ARE BASE ON NAVD 1986. BENCH MARK IS AS NOTED HEREON, 9,) THE AVERAGE ELEVATION OF ALL SHOTS TAKEN IS 12.29 NAVD 88. 10.) THIS IS S TOPOGCORPRAPHICAL DECEMBER 3 Y 20OR BOUNDARY SEE SURVEY BY GEOMAT 1) LANDS SURVEYED CONTAIN 17,695,52 SQUARE FEET AND/OR 0.4062 ACRES. HARLO G. EVERETT, JR. LEGENA1660 EMERSON STREET ❑ CONCRETE -MONUMENT ( JACKSONVILLE, FLORIDA 32207 o IRON PIPE OR ROD s (904) 396-6334 o!E OVERHEAD ELECTc FAX (904) 396-9997 e -moil horlogev@ool.com _ {>/T OVERHEAD TELEPHONE X CROSS -CUT IN CGNCREiE�1. GENERAL NOTES: tia x- x FENCE ].) This is a: Topographical and + --- - Boundary survey. Harlo. U. veretc r. 1' 0. 28 12, No abstract of Tit#e furnished. ProfeSsiondi Surof Fl and=Ahapper As gest determined from art i3, Not abstracted for easements. suite of ' '°rack# inspection, of f=lood insurance Mate' 14,� Basis of Bearings: Assumed mc,p. ?20075 0409 q S, 89'-17'-ol" W. along the Seal is embossed hereon - dated 6-3-13, the fonds/house North line of Atlantic Blvd. Not valid unless Surveyor's Official surveyed lie in Zone "X" - _------------ WW 15-36 -- SCALE:111..20' DATE: 8-31-1-8-1--l- FIELD BOOK. -- PAGE - DRAWER H G ORDER �.__. _. DRAWER NOJ W fjl 70 t� N to � 0 G .0 89'17'01" �. W 150.79 t �I 1 } j i { (RIGHT OF WAY V�RIES, PAVED) MAP SHOWING SURVEY 0 LOTS 2, 4 AND 6, BLOCK 1, SECTION "A". ATLANTIC BEACH, ACCORDING TO THE CU RENT PUBLIC RECORDS ECORDED IN PLAT B RECORDS OE DUVALCOUNTOOK 5,Y OF THE FLORIDA. FOR: AL MANS UR ADDITIONAL GENERAL NOTES: 5.) DESCRIPTION AS FURNISHED. 6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES, IF ANY, NOT DETERMINED. 7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED. 8.) ELEVATIONS SHOWN ARE BASE ON NAVD 1986. BENCH MARK IS AS NOTED HEREON, 9,) THE AVERAGE ELEVATION OF ALL SHOTS TAKEN IS 12.29 NAVD 88. 10.) THIS IS S TOPOGCORPRAPHICAL DECEMBER 3 Y 20OR BOUNDARY SEE SURVEY BY GEOMAT 1) LANDS SURVEYED CONTAIN 17,695,52 SQUARE FEET AND/OR 0.4062 ACRES. HARLO G. EVERETT, JR. LEGENA1660 EMERSON STREET ❑ CONCRETE -MONUMENT ( JACKSONVILLE, FLORIDA 32207 o IRON PIPE OR ROD s (904) 396-6334 o!E OVERHEAD ELECTc FAX (904) 396-9997 e -moil horlogev@ool.com _ {>/T OVERHEAD TELEPHONE X CROSS -CUT IN CGNCREiE�1. GENERAL NOTES: tia x- x FENCE ].) This is a: Topographical and + --- - Boundary survey. Harlo. U. veretc r. 1' 0. 28 12, No abstract of Tit#e furnished. ProfeSsiondi Surof Fl and=Ahapper As gest determined from art i3, Not abstracted for easements. suite of ' '°rack# inspection, of f=lood insurance Mate' 14,� Basis of Bearings: Assumed mc,p. ?20075 0409 q S, 89'-17'-ol" W. along the Seal is embossed hereon - dated 6-3-13, the fonds/house North line of Atlantic Blvd. Not valid unless Surveyor's Official surveyed lie in Zone "X" - _------------ WW 15-36 -- SCALE:111..20' DATE: 8-31-1-8-1--l- FIELD BOOK. -- PAGE - DRAWER H G ORDER �.__. _. DRAWER NOJ