Loading...
1089 Atlantic Blvd Survey - Storage0 r� I I J a U0 V) POINT OF REFERENCE INTERSECTION OF THE WESTERLY PROJECTION OF NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULE- VARD WITH THE SOUTHERLY PRO- JECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD. POINT OF BEGINNIN( THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2014-300 I 62.23' DRAWN BY: CL MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SAID SOUTHERLY LINE, A DISTANCE OF 612.45 FEET TO THE SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA; BEING MORE WESTERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE VOLUME 3373, PAGE 608; THENCE SOUTH 07'04'25" EAST, ALONG COMMENCE AT THE INTERSECTION OF THE WESTERLY PROJECTION OF SAID WESTERLY LINE A DISTANCE OF 337.86 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD (STATE THE AFOREMENTIONED NORTHERLY RIGHT OF WAY LINE OF ATLANTIC ROAD NOS. A -1-A AND 10) AS NOW ESTABLISHED AS A 100 FOOT BOULEVARD; THENCE SOUTH 89'19'35" WEST ALONG SAID NORTHERLY RIGHT OF WAY WITH THE SOUTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE A DISTANCE OF 520.00 FEET; THENCE NORTH RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD NO. A -1-A) AS 35'05'55" WEST, DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, A NOW ESTABLISHED AS A 120 FOOT RIGHT OF WAY; THENCE NORTH DISTANCE OF 293.97 FEET TO A POINT ON THE AFOREMENTIONED 20'28'35" EAST ALONG SAID SOUTHERLY PROJECTION AND EASTERLY EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD AND THE POINT OF RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 260.00 FEET BEGINNING. TO THE POINT OF BEGINNING; THENCE NORTH 20'28'35" EAST, CONTAINING 202,233 SQUARE FEET OR 4.64 ACRES MORE OR LESS. CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE OF MAYPORT / ROAD, A DISTANCE OF 100.00 FEET TO THE INTERSECTION WITH THE SOUTHERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 3276, PAGE 488; THENCE NORTH 89'19'35" EAST, ALONG °s OFFICIAL RECORDS VOLUME 3276, PAGE 488 N D Z N 89'19'44" E 612.51' FIELD 4b m 0.4' N 89.19'35" E N 6' CHAIN LINK FENCE N 612.45' N Q �0 6' CONCRETE WALL ' y o ryk __,. 148.0' _ 120.0' 03 �•.} he1' o �' M, o g DROP INLET N - 12' PLYWOOD -n-q> p y o' TOP EL -9.95 N oy 10' BUILDING RESTRICTION LINE ENCF WITu ry 71 -T L gPy� _ - - _ �* WEST INV=57A o+"- t---- o BARBED wIRE +`6 + A ONE STORY CONCRETE BLOCK BUILDING - - - - - ONE STORY CONCRETE BLOCK STORAGE BUILDING k T8P'EC=9.73 g9�• �.,6y BUILDING HEIGHT=9.7' `° BUILDING HEIGHT=13.7' gp 2S,g• G o b SOUTHWEST INV.-S.y4 N y T E - -- - O O o p� Q, og EAST INv.-5.72 y dfl p, topes y SQUARE FEETR2,9.2 � p oe ry �' SQUARE FEET -9,209 o. o - "" " FINISHED FL00 =13.21 \ ,g } og ° 91 o y oy ° ,k 6 yg ° fiery �° 120.0 ryg 30.0' 20.0' 30.0' 20.0' 30.0' 20.0' .' o• �a 128.0' o o �> R7 ^j ,rye oryh ^°e � oryry *°o ryb4- 0) °yry ryo ap °o^ oy _4' o° � ^ w 2� 20.0' 10.0, + + +o + v cr)2 +off"`o O o .� o0k 5 PAR I N G 5 ACES Z 10.0' 2dF0, ,ryg 09` o p ey ,00 °�0 0�4 o�A o,1•y ,°y 8 °9•s �47 m 0 NO 0 20.5' 20.0' 19.5' 12.0' 20.1' 16.0' 20.1' ^ ` kk A ( g A o -i tbn � - O S b° ebb ,k� Am Z ti m o Z _- z b? O O c/) b0 ry o + Z m ,.."^� 0 ^ ryy +off , oqP••pyo ogry •,oey ^.�.' ^a0 Cm p�ao +°��t, }dot ry rrI °° Qp x CD 0 mZ O Ao =ea <n .Zry +Ja••ry g -- O m o O O CO 7 Z D a v Z m n om a >O DmD 01 Z v m ") , ,° \ 05 0 q m L9 (n +o Z °9 °^ O n Un DRO* INLET 0 CD I� x -{ �+ ('r1 O •D O 1 ,o Z D m \TOP EL. -9.58 I1 C o� 1 O n V o b U y Z Z , m IA S,OU1� INV. $.6 ,ryg oe g° wc0 � �N.] O (n oe p O �� ,O m p4g °•,p (T1 v T k \ \lam\�\ .8 N G , ' °' cn • O Z -F Z } o I (/) g ob 1 pry gb n \ oho o Ln Z ry^ w Gi A CO n Z O I °?° m I `°o o k (n O �.o a +` +� ° + x CD a o + k n D O D D ,?k rn MZ h yo pry p, v C I1I rn O � Ci a u m r=i N Z r F 00 r 0 r z p� Z m r 14 15 \ \ O cs c� O 0 C7 Z O N c - C7 P fqe \ \ gy 0 xi n o Un co m Z 0 H 0 � m r, Z '� � cn � LM \ p. N -I rn 7C C� 0 .Z7 J v rn c1 m O 01 O A (�% a tJ J (A (D N m m CO m N r Tn = S 0 m Z U CJ C m %J r� J, OC 1p O �m ry y \\ 10.0',' ryy O A mc1� p Dry av U yo oy oe1 �I!=CD o Vo \ ITI+`° Z -n .� m �' mmO 2 m6� u � m0W � m�CD�^ + ° Ilwu 0 U o FOUND 1/2" IRON PIPE LB. 3672" m 1.5' 351. O 2001 OQ O�-T .y'l• - -4 P�4RKING�SPACE - 2001 i o i kms' h Q � Q 1 3 PAR 4�j _�j S A C S C) cy ^ryNCO Z D - O -Tl THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2014-300 I 62.23' DRAWN BY: CL MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SAID SOUTHERLY LINE, A DISTANCE OF 612.45 FEET TO THE SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA; BEING MORE WESTERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE VOLUME 3373, PAGE 608; THENCE SOUTH 07'04'25" EAST, ALONG COMMENCE AT THE INTERSECTION OF THE WESTERLY PROJECTION OF SAID WESTERLY LINE A DISTANCE OF 337.86 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD (STATE THE AFOREMENTIONED NORTHERLY RIGHT OF WAY LINE OF ATLANTIC ROAD NOS. A -1-A AND 10) AS NOW ESTABLISHED AS A 100 FOOT BOULEVARD; THENCE SOUTH 89'19'35" WEST ALONG SAID NORTHERLY RIGHT OF WAY WITH THE SOUTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE A DISTANCE OF 520.00 FEET; THENCE NORTH RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD NO. A -1-A) AS 35'05'55" WEST, DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, A NOW ESTABLISHED AS A 120 FOOT RIGHT OF WAY; THENCE NORTH DISTANCE OF 293.97 FEET TO A POINT ON THE AFOREMENTIONED 20'28'35" EAST ALONG SAID SOUTHERLY PROJECTION AND EASTERLY EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD AND THE POINT OF RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 260.00 FEET BEGINNING. TO THE POINT OF BEGINNING; THENCE NORTH 20'28'35" EAST, CONTAINING 202,233 SQUARE FEET OR 4.64 ACRES MORE OR LESS. CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE OF MAYPORT / ROAD, A DISTANCE OF 100.00 FEET TO THE INTERSECTION WITH THE SOUTHERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 3276, PAGE 488; THENCE NORTH 89'19'35" EAST, ALONG °s OFFICIAL RECORDS VOLUME 3276, PAGE 488 N D Z N 89'19'44" E 612.51' FIELD 4b m 0.4' N 89.19'35" E N 6' CHAIN LINK FENCE N 612.45' N Q �0 6' CONCRETE WALL ' y o ryk __,. 148.0' _ 120.0' 03 �•.} he1' o �' M, o g DROP INLET N - 12' PLYWOOD -n-q> p y o' TOP EL -9.95 N oy 10' BUILDING RESTRICTION LINE ENCF WITu ry 71 -T L gPy� _ - - _ �* WEST INV=57A o+"- t---- o BARBED wIRE +`6 + A ONE STORY CONCRETE BLOCK BUILDING - - - - - ONE STORY CONCRETE BLOCK STORAGE BUILDING k T8P'EC=9.73 g9�• �.,6y BUILDING HEIGHT=9.7' `° BUILDING HEIGHT=13.7' gp 2S,g• G o b SOUTHWEST INV.-S.y4 N y T E - -- - O O o p� Q, og EAST INv.-5.72 y dfl p, topes y SQUARE FEETR2,9.2 � p oe ry �' SQUARE FEET -9,209 o. o - "" " FINISHED FL00 =13.21 \ ,g } og ° 91 o y oy ° ,k 6 yg ° fiery �° 120.0 ryg 30.0' 20.0' 30.0' 20.0' 30.0' 20.0' .' o• �a 128.0' o o �> R7 ^j ,rye oryh ^°e � oryry *°o ryb4- 0) °yry ryo ap °o^ oy _4' o° � ^ w 2� 20.0' 10.0, + + +o + v cr)2 +off"`o O o .� o0k 5 PAR I N G 5 ACES Z 10.0' 2dF0, ,ryg 09` o p ey ,00 °�0 0�4 o�A o,1•y ,°y 8 °9•s �47 m 0 NO 0 20.5' 20.0' 19.5' 12.0' 20.1' 16.0' 20.1' ^ ` kk A ( g A o -i tbn � - O S b° ebb ,k� Am Z ti m o Z _- z b? O O c/) b0 ry o + Z m ,.."^� 0 ^ ryy +off , oqP••pyo ogry •,oey ^.�.' ^a0 Cm p�ao +°��t, }dot ry rrI °° Qp x CD 0 mZ O Ao =ea <n .Zry +Ja••ry g -- O m o O O CO 7 Z D a v Z m n om a >O DmD 01 Z v m ") , ,° \ 05 0 q m L9 (n +o Z °9 °^ O n Un DRO* INLET 0 CD I� x -{ �+ ('r1 O •D O 1 ,o Z D m \TOP EL. -9.58 I1 C o� 1 O n V o b U y Z Z , m IA S,OU1� INV. $.6 ,ryg oe g° wc0 � �N.] O (n oe p O �� ,O m p4g °•,p (T1 v T k \ \lam\�\ .8 N G , ' °' cn • O Z -F Z } o I (/) g ob 1 pry gb n \ oho o Ln Z ry^ w Gi A CO n Z O I °?° m I `°o o k (n O �.o a +` +� ° + x CD a o + k n D O D D ,?k rn MZ h yo pry p, v C I1I rn O � Ci a u m r=i N Z r F 00 r 0 r z p� Z m r 14 15 \ \ O cs c� O 0 C7 Z O N c - C7 P fqe \ \ gy 0 xi n o Un co m Z 0 H 0 � m r, Z '� � cn � LM \ p. N -I rn 7C C� 0 .Z7 J v rn c1 m O 01 O A (�% a tJ J (A (D N m m CO m N r Tn = S 0 m Z U CJ C m %J r� J, OC 1p O �m ry y \\ 10.0',' ryy O A mc1� p Dry av U yo oy oe1 �I!=CD o Vo \ ITI+`° Z -n .� m �' mmO 2 m6� u � m0W � m�CD�^ + ° Ilwu 0 U o FOUND 1/2" IRON PIPE LB. 3672" m 1.5' 351. 0) kkl ib 2001 O O�-T .y'l• - -4 P�4RKING�SPACE - 2001 rn kms' h FLORIDA 1 3 PAR ING S A C S C) ^ryNCO Z D - O -Tl z v m o � No -rl 1J 'Tl T1 = (T1 0 o m m U) p � tl aD . N rn O O N w n CD_ O o CWI C%1 cZi N C!► m o C 1 T 1, ery 35.1' 0.9' W W J o W c � yo y r1 Az O 00 Q\ \ ryy o mo G7 a mm� oy ryry q mmO mxO o Co (� yry t Z a m by �y m o - (i ,o' m m 7C k ^ o + o o Q o m co II ,o. -U c10 ° II �'7C + o° �� n y o e o� o�^' 6 P A R K I N G` S P A C E S r rn \ NIP & (/i + II =0 , o = � II x � D CD o � +o' +� ' .}` 3'x 3' Z \ 02 \ \ ,ry o C i o O D `� a 7C D o II (n ? C + CON CRE m CO N o m o (n PAD 1.01 kp O \ m Z m o, m < z vK D z D 120.1' Fl co m D ITIm m rxi rrI 0 rn cu cu O \ ti ;uu TN1 Co CD o\° ITI 11 6 rr � WCZ ,O0' p'1• ,og , D CONCRETE A/C G9(T 9, � Z + Z O � O Z 0 9.7' Z Z o O NE STORY CONCRETE BLOCK BUILDING � Q�A \ O� �.lr +1 \ o Uio k o` o + + +o + SQUARE FEETH8,4255 y s �° 10.0j ryg o p ,9 CONCRETE RAMP CONCRETEA/C Z F + + 09 PAD TPj v /J,y .9C ? kb "INLT o�ei off° 35.4''.: TOPPEL-10.62 �1. +ry \ SOUTH NV.=7.77 oN \ �p \ II COVERED CONCRETE OFFICIAL RECORDS VOLUME STOOP (TYPICAL) 120.1' 4840, PAGE 447 ^O �J `O'L\ �� Y• tory\ +,,rya .�h+\ \ DROP INLET O _ n all O kR' > S' CCINCRFTF WCIK 0 NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD _ S 89'19'35" W 260.00' -� NORTHWEST INV. 6.06 S,O1UTH?o �� o-0 a °� +°ry H Il 09� o it 1°g 1°�'�• W� < °yry o h +°N : Z of \ 45.1' ° ° II U L� 9.1' ,' F\ TROP INLET r 0•4' HEADER ho Il TOP EL.=10.20 10.0' 0 20.b4 20.0' o° ep 19. �o0' A 20°1' 16.0' o20.b" k -7.14 CURB 5' NORTH INV. t oe ❑ t o? CONCRETE CONCRETE WALK o?l SOUTH INV.=7.12 N \ Ct a, o ° m 0 o a 0.4' HEADER A 0WATER C NCRETE CONTROL WATER METER \ A S P H A L T P A V E M E NT n CURB AD AND GA METERS 8" PVCP �� r .5' HEADER v b ry 20.0' DROP INLET 8" PVC_ _ rests- - CONCRFTF "3' 20' BUILDING gESTRICTION LINE ti 55.0' 19.9' g DROP INLET DROP INLET ➢ RD�aSTs CUR& STEPPRFT EL -t o.t7 T -STEEL GAU o W +o• - b SOUTHWEST INV. -7.11 -1 FIRE HYDRANT INV ­ 7.11 TOP EL.=10.05 +' O N, _ _ _ _ _ _ v ° NEAST INV. -7.2 i �P TOP EL.=9.92 TOP EL.=10.07 m 4 P RKIN SP 1N5 4&,l3' a t4• .9" _ o _ _ _ -_�i a - --SOUTHy'F,ST_aV.;_0,99- WEST INV -6.75 WEST INV_ =7 - - - - - - - - - - - - - - 2 METAL POLES WI SIG - - - -y EAST INV -6.93 -EFSTTN�T6.83 418.68' o° ALM �2\ N G ONCRETE CONTROL PAD 12' P�BLIC UTILITY EASEMENT PER OFFICIAL RE ORDS VOLU'E 5 SANITARY SANITARY ASPHALT 1 rn ONCRETE o\ OOIo QJ OFFICIAL RECORDS VOLUME 1689, PAGE 81 1.2' MANHOLE MANHOLE G o p? o• 4 .0 197.77' o^ �y g` n \ 1� g$ 0 6' MF;�AL FENCE , ' ^ oy FOUND 1/2" IRON Try O� 1.0,_/_ .0' °0 o`g / yg o` S 89.1 9'35w11 �° CONCRETE LK oyo gy DRI V E yo oy o - o• ry �y yo g g.gp 520.00' PIPE "NO CAP" °.` o'y ° ° o--- ----- - ' - ------ ---- g?^ Sa DROP INLE •� DROP INLET ry° gyy15 R N ETE CURB ge °e` DROP INLET o' g' TOP EL -10.78 ° TOP EL=9.19 ° TOP EL -10.04 NORTH NORTHWEST INV.=5.95 BOATW S F' F__ -I A D R I V E 0) kkl ib 2001 REVISED: NOVEMBER 26, O�-T .y'l• - -4 P�4RKING�SPACE - 2001 BEACH., kms' h FLORIDA 1 3 PAR ING S A C S ,' F\ TROP INLET r 0•4' HEADER ho Il TOP EL.=10.20 10.0' 0 20.b4 20.0' o° ep 19. �o0' A 20°1' 16.0' o20.b" k -7.14 CURB 5' NORTH INV. t oe ❑ t o? CONCRETE CONCRETE WALK o?l SOUTH INV.=7.12 N \ Ct a, o ° m 0 o a 0.4' HEADER A 0WATER C NCRETE CONTROL WATER METER \ A S P H A L T P A V E M E NT n CURB AD AND GA METERS 8" PVCP �� r .5' HEADER v b ry 20.0' DROP INLET 8" PVC_ _ rests- - CONCRFTF "3' 20' BUILDING gESTRICTION LINE ti 55.0' 19.9' g DROP INLET DROP INLET ➢ RD�aSTs CUR& STEPPRFT EL -t o.t7 T -STEEL GAU o W +o• - b SOUTHWEST INV. -7.11 -1 FIRE HYDRANT INV ­ 7.11 TOP EL.=10.05 +' O N, _ _ _ _ _ _ v ° NEAST INV. -7.2 i �P TOP EL.=9.92 TOP EL.=10.07 m 4 P RKIN SP 1N5 4&,l3' a t4• .9" _ o _ _ _ -_�i a - --SOUTHy'F,ST_aV.;_0,99- WEST INV -6.75 WEST INV_ =7 - - - - - - - - - - - - - - 2 METAL POLES WI SIG - - - -y EAST INV -6.93 -EFSTTN�T6.83 418.68' o° ALM �2\ N G ONCRETE CONTROL PAD 12' P�BLIC UTILITY EASEMENT PER OFFICIAL RE ORDS VOLU'E 5 SANITARY SANITARY ASPHALT 1 rn ONCRETE o\ OOIo QJ OFFICIAL RECORDS VOLUME 1689, PAGE 81 1.2' MANHOLE MANHOLE G o p? o• 4 .0 197.77' o^ �y g` n \ 1� g$ 0 6' MF;�AL FENCE , ' ^ oy FOUND 1/2" IRON Try O� 1.0,_/_ .0' °0 o`g / yg o` S 89.1 9'35w11 �° CONCRETE LK oyo gy DRI V E yo oy o - o• ry �y yo g g.gp 520.00' PIPE "NO CAP" °.` o'y ° ° o--- ----- - ' - ------ ---- g?^ Sa DROP INLE •� DROP INLET ry° gyy15 R N ETE CURB ge °e` DROP INLET o' g' TOP EL -10.78 ° TOP EL=9.19 ° TOP EL -10.04 NORTH NORTHWEST INV.=5.95 BOATW S F' F__ -I A D R I V E 1!p -0.5' HEADER CURB -CONCRETE PAD FOR MAILBOXES .0' DROP INLET CONCRE1T CURB e TOP EL=9.86 WEST INV -4.12 1, STORM MANHOLE SOUTH INV -4.05 STORM EL-10.25 p 11 NORTH INV -1.88 0� SOUTH INV -1.88 + WEST INV -1.88 I' ATLANTIC BOULEVARD (STATE ROAD NO A -1-A AND 10) (100' PAVED RIGHT OF WAY) NOTES - THIS IS A BOUNDARY SURVEY. - BENCHMARK USED IS MAGNAIL AND DISC IN THE CENTERLINE OF THE SIDEWALK - BEARINGS BASED ON THE ON THE SOUTH SIDE OF CORNELL LANE. ELEV.= 11.11 (N.G.V.D. 1929) NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS SOUTH 89'19'35" WEST. - ALL BUILDINGS ARE ONE STORY CONCRETE BLOCK. - SUBJECT TO UNRECORDED LEASES OR AGREEMENTS NOT FOUND OF RECORD. - THE PROPERTY SHOWN HEREON IS' ZONED "ACG" WITH THE FOLLOWING RESTRICTIONS: FRONT = 20 feet SIDES = 10 feet REAR = 10 feet RIGHT LAND SURVE=YORS, inc. 1500 ROBERTS DRIVE JACKSONVILLE REVISED ZONING SETBACK: OCTOBER 8, 2015 TOPOGRAPHIC SURVEY: APRIL 1, 2014 0) kkl ib 2001 REVISED: NOVEMBER 26, O�-T .y'l• - -4 P�4RKING�SPACE - 1!p -0.5' HEADER CURB -CONCRETE PAD FOR MAILBOXES .0' DROP INLET CONCRE1T CURB e TOP EL=9.86 WEST INV -4.12 1, STORM MANHOLE SOUTH INV -4.05 STORM EL-10.25 p 11 NORTH INV -1.88 0� SOUTH INV -1.88 + WEST INV -1.88 I' ATLANTIC BOULEVARD (STATE ROAD NO A -1-A AND 10) (100' PAVED RIGHT OF WAY) NOTES - THIS IS A BOUNDARY SURVEY. - BENCHMARK USED IS MAGNAIL AND DISC IN THE CENTERLINE OF THE SIDEWALK - BEARINGS BASED ON THE ON THE SOUTH SIDE OF CORNELL LANE. ELEV.= 11.11 (N.G.V.D. 1929) NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS SOUTH 89'19'35" WEST. - ALL BUILDINGS ARE ONE STORY CONCRETE BLOCK. - SUBJECT TO UNRECORDED LEASES OR AGREEMENTS NOT FOUND OF RECORD. - THE PROPERTY SHOWN HEREON IS' ZONED "ACG" WITH THE FOLLOWING RESTRICTIONS: FRONT = 20 feet SIDES = 10 feet REAR = 10 feet RIGHT LAND SURVE=YORS, inc. 1500 ROBERTS DRIVE JACKSONVILLE REVISED ZONING SETBACK: OCTOBER 8, 2015 TOPOGRAPHIC SURVEY: APRIL 1, 2014 REVISED: DECEMBER 12, 2001 REVISED: NOVEMBER 26, 2001 REVISED: NOVEMBER 15, 2001 RECHECKED: OCTOBER 2, 2001 BEACH., FLORIDA FOUND 1/2" IRO PIPE "LB. 3672" THIS SURVEY WAS MADE FOR THE BENEFIT OF ASH PROPERTIES, INC. DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: MAY 9, 1995�11 SHEET 1 OF 1 111 (904)241-8550 POINT OF REFERENCE INTERSECTION OF THE WESTERLY PROJECTION OF NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULE- VARD WITH THE SOUTHERLY PRO- JECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD. POINT OF BEGINNING'S THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2014-300 I N O � 0 �o N O� �V O =<t/ O C7' 4Z7 DRAWN BY: cL MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY PROJECTION OF THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD (STATE ROAD NOS. A -1-A AND 10) AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY WITH THE SOUTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD NO. A -1-A) AS NOW ESTABLISHED AS A 120 FOOT RIGHT OF WAY; THENCE NORTH 20'28'35" EAST ALONG SAID SOUTHERLY PROJECTION AND EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 260.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 20'28'35" EAST, CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 100.00 FEET TO THE INTERSECTION WITH THE SOUTHERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 3276, PAGE 488; THENCE NORTH 89'19'35" EAST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF 612.45 FEET TO THE WESTERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 3373, PAGE 608; THENCE SOUTH 07'04'25" EAST, ALONG SAID WESTERLY LINE A DISTANCE OF 337.86 FEET TO A POINT ON THE AFOREMENTIONED NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD; THENCE SOUTH 89'19'35" WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 520.00 FEET; THENCE NORTH 35'05'55" WEST, DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 293.97 FEET TO A POINT ON THE AFOREMENTIONED EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD AND THE POINT OF BEGINNING. CONTAINING 202,233 SQUARE FEET OR 4.64 ACRES MORE OR LESS. OFFICIAL RECORDS VOLUME 3276, PAGE 488 \U DZ rm N 89'19'44" E 612.51' FIELD M N 89°19'35" E J 612.45' 4 v 6' CHAIN LINK FENCE N N 6' CONCRETE WALL + ro 120.0' Om o� gh0 DROP INLET t^°y o ° ,^tiN 148.0' 0 12' PLYWOOD ^ D� p ^�' TOP EL=9.95 N oy 10' BUILDING RESTRICTION LINE o FENCE WITH Dry - , 7T °• -1-PYL = _ _ _ - -r WEST'NV.=57s o ° �---- BARBED WIRE ONE CONCRETE 0 DING O ?s.s• souTwesr Nv._s.s4 09ry�� o+ + ONE STORY CONCRETE BLOCK STORAGE BUILDING +' + DING TE BLOCK 7 QJ yo0 EAST INV. 5.72 ^^ry X00 ^^Sfl N off° ooh oy T E o0o ryry ry9 ^ m„ BUILDING HEIGHT=9.T STORY F EIT=2,987 C STOR v ° L ^ + o , SQUARE FEET=9,209 y o� . 0 o SQ ^ ^ o' ^' ^^ FINISHED FLOOR=13.21 30 0' p' o' o 0 0 128 0' o o ^ y e e 120.0' to 1.6' FOUND 1/2" IRON PIPE LB. 3672" m 1.5' 0b ,� ^ry0 oryry ^°o ryry ^° ° ^ ^ 35.1 y + + of ^ °' efl o 07 0 op ^ry. Z� , . + 20.0' 10.0' 0' 4 oe� + +,°' + +^ o5ry °2 y`^,� Z o ,�0 o^p 5 PAR ING S ACES m 10.0' 2�0' , ryo on , �° o0y o0 000 0 ^oaA �o os d' yo A 0 N 20.5' 20.0' 19.5' 12.0' 20.1' 16.0' 20.1' ,p + kk + ' + }` ,0 m M p 0 N f2A c, 0 -1 II A Qom' o+� t° ^,a1 D Z co �eb Ioff° mJ Z Z 0 Z m cn x 22 Lo 0 - cn CO C7 O + ^y o° off° �° �T N ^dry = D O Z O M pc 0 CF m a (� �, vp y� a y + , ° D + o rAi cZi C7 Tl Z }°!L , h O O]N IJ O. a , •�b m C, ^, (7 t ^°0^ O +° O°h ,°^ }1 '� .�'^M1y +,ry +, D O r IT7 m O n 0 m o o �1 mm W Z O ,ryy 000 J x q pAm UD '^ D v ' 0- Z rn n� , • o W �� "' - v z ^� W°°O O� FTI m �> J w m Z Z ° z D o T J O ^ ^90ryp \ m D >z O D D po 0 - D C CD = Z wcn 0 b o m o 7C n O (� n n G 2 Q \ 0' n I I c Im*1 m ,^'" `/ oho '� O 09° off° z m Z `N�7 m C ^6 DRO0 INLET O� CD m = } , ^ m O T - V^ o ',. Z C) X N O v • t� t� \TOP EL -9.58 C .-� (� V O D m $OU�NV. 5.8 o , I� °� II O N 4 o O o0 ey Z Z , n'1 r r�* v, I_ �� N ^00 '� W (O ;0 m O (n 00 O� O- m 00 0~' 17 ° o 6 �° N W D a Z z -� m Z +^ 00 ^ m I � o T 9.9' cn ryry 2 M o (/) 04 ry I og Vl I o 0 ,6 D +, }^ o m ^ +, ^^ 1 1 Cr +^ _ CD na n1 ,^'° +o O D N ^Ory 35.1' 0.9 m C_ A Z ^,ti 0 > O n y. 00^ o^ N 0 r1 MO � O � '� 0 o J \ + + I _G Nmx N Z 0 0 r „gym O m P4 "5 \ \� o 0 Z ou= n o r O r Z Z =na n H -D o a LM \ o°,� !1) ,fi 0 Som Z �I 0 N o m m o czi , G7 O A vi D O V CO N Q7 m W m lJ1t ''� �m.7 2 o Fr1 m Z Ut A C m 0 C -I N O C O m m ° \ 10.0' 0y O o a c r0 D r0 cn c r y ap 0-10 0 ,pry N ^ Z J m= r N D- N X- D 0 N^^O O• ;L7 1 2 CD r- �e \ \\_ �+ ,00 = D m -m-1 c� C7 cn mo� Ln �" Mn0r- o mo W P' + ^o wa O 00 0 \ \ y mo O II 2 o m2W o 0 e m o �w \ m o 0 M1 0 2 ci y� O m (S+ y0 cn- mr ^o mm_ o. o? mmO amain \ ^ + +^° m o 0o in ^°� �, c5 O ^° 7 j o + c� Ci 0" �� 00 4� + s \ 0 \ \^y 00 � o• o° II xCi ^p W� p° IIx7C " a ^° °' 6 PARKING SPACES rm 2 \ C j N D ZP.i D C + + + 3'x 3' z _ s 00 ?1 O N of o fn t CONCRE m \ II r }^o z �1 0 6) N cn O (0 � r- PAD , s \ N v_ v1 D ' O < C �ry 1.Q' O\ �0 m Z ^� m 0 z m Z Gi o tTl (A in D O IT 120.1' IT r, ca = D M m m x c� 0 C IT my G7 m o o m + ��00 \ DAD \\ �C+^ oo p O W O C p C p \ !� o Pp �G'A Z Z07 C 0 A rq v _ ITD QO °!G \ 9A tic S \ ��O w Gi N Z o• +o ao CONCRETE A/C y \ Z U1 u G7 Z 0 Z PAD X\ �,�� \ \ ro Ft G�00 9.7' O o Z ° \ �. \ p Z ,pry Z o a9 +o °y yo e0 0 x o ONE STORY CONCRETE BLOCK BUILDING CL .0 �%` ^>° + \ 10.0' 0 0 0° ^^' +° +° + ' +^ SQUARE FEETUILDING H 8,4255, Gam\ 0 ^ \ ;ti ,^� �p �' CONCRETE RAMP CONCRETE A/C Z /PAD o \� sytn0DROP INET 0.62 35.4' E LSOUTH INV ­ 7.77 N OFFICIAL RECORDS VOLUME 'O \ �, �O� OVERED CONCRETE o 20.0' II STOOP (TYPICAL) 120.1' 4840, PAGE 447 �. < �m c ry• \ CL D DROP INLET 0' („ c� \ TOP EL.=11.00 Oro a o a "ry a^ 5' CONCRETE WALK '? NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD S 89'19'35" W 260.00' \ NORTHWEST ^o ry - v m F \ INV -6.06 0 0a ,yn ,o°� f o o II ��F \ SOUTH ^,? 00 00 s o +o w \�itJ6.17 og, o� }� 9 o9ry 1­_ O� + + _ t^� gF + ^ p o• o• o ^ °9^ z 45.1' 00 II F vc (11 CA C1.1 J (,4 00 J "= M 'TI J W m cy) o ry \ DROP INLET �oeP a TOP EL -10.20 20.0' 19.+F�4 0.4' HEADER .7' ' °100 o 01 +" ^S� NORTH INV -7.14 CURB + +� tp o• ���❑ o ONCRETE CONCRETE WALK rydI SOUTH INV - 7.12 a' 0C NCRET CONTROL 0 WATER ^° 0.4' HEADER A S P F -i A L T WATER METER \ II A S P H A L T P A V E M E NT AD AND GA_ D_ D METERS CURB \ 8" PVCP �R r 5' HEADER v y � O ry 20.0' DROP INLET 8" PVC � 20' BUILDING ESTRICTION LINETOP EL. v 55.0' ry. 19.9' a--- _ _ = i�SSTS - c� CURB CONCRFT _0g o T FIRE HYDRANT \ 0 ^ A SOUTHWEST 0.11NV-7.11 "� DROP INLET DROP INLET DROP INLET D � GAURD�OST� a STEP + +,o 5 --- .- ry ° ?EAST INV. -7.2j G �pVC TOP EL.=70.05 TOP EL -9.92 TOP EL.=10-07 m .�. ^N 4 P RKIN SPA ES _ _ 4 P RKING SPAC .^4• .13' e - 14' '•9" e� - - - _ _ S �- $ - - -S l�1TH11�E$T�1.V.�,9Q.- WEST INV.=6.75 WEST INV_=7 - - - - - - - - - - - - - - - - 2 METAL POLES WI SIG - - - - - - - - - - - - _LA1 EAST INV -6.93 7ASTTNV.=6.83 418.68' SANITARY au SANITARY �' 60 N JG OFFICIAL RECORDS VOLUME 1689, PAGE 81� 1 2' I ONCRETE CONTROL PAD 12' P(fBLIC UTILITY EASEMENT PER OFFICIALTRE ORDS VOLU E 53 _PAF 557/ ASPHALT ONCRETE o \ I Q 197.77' 9% 7%' MANHOLE ry m m ANHO'_E °^ REVISED: DECEMBER 12, a^ LO \ ct p 090 0 6' M��AL FENCE o? o 420.0 ' BEACH, >9 ,h 1.0' �y a yo y° 0' o' e, e f 7f S 89 19 3a -y, 1 3 P A R I N G S F A C S o ry - o• - °' ry° °'- ° 0'0 °• ,y 0. o. °' 0?^ 50 DROP INLE • 1 DROP INLET ry0 y° e CONCRETE CURB 00 o 0e^ DROP INLET 0• 0' TOP EL.=10.78 0 TOP EL=9.19 0 ry \ DROP INLET �oeP a TOP EL -10.20 20.0' 19.+F�4 0.4' HEADER .7' ' °100 o 01 +" ^S� NORTH INV -7.14 CURB + +� tp o• ���❑ o ONCRETE CONCRETE WALK rydI SOUTH INV - 7.12 a' 0C NCRET CONTROL 0 WATER ^° 0.4' HEADER A S P F -i A L T WATER METER \ II A S P H A L T P A V E M E NT AD AND GA_ D_ D METERS CURB \ 8" PVCP �R r 5' HEADER v y � O ry 20.0' DROP INLET 8" PVC � 20' BUILDING ESTRICTION LINETOP EL. v 55.0' ry. 19.9' a--- _ _ = i�SSTS - c� CURB CONCRFT _0g o T FIRE HYDRANT \ 0 ^ A SOUTHWEST 0.11NV-7.11 "� DROP INLET DROP INLET DROP INLET D � GAURD�OST� a STEP + +,o 5 --- .- ry ° ?EAST INV. -7.2j G �pVC TOP EL.=70.05 TOP EL -9.92 TOP EL.=10-07 m .�. ^N 4 P RKIN SPA ES _ _ 4 P RKING SPAC .^4• .13' e - 14' '•9" e� - - - _ _ S �- $ - - -S l�1TH11�E$T�1.V.�,9Q.- WEST INV.=6.75 WEST INV_=7 - - - - - - - - - - - - - - - - 2 METAL POLES WI SIG - - - - - - - - - - - - _LA1 EAST INV -6.93 7ASTTNV.=6.83 418.68' SANITARY au SANITARY �' 60 N JG OFFICIAL RECORDS VOLUME 1689, PAGE 81� 1 2' I ONCRETE CONTROL PAD 12' P(fBLIC UTILITY EASEMENT PER OFFICIALTRE ORDS VOLU E 53 _PAF 557/ ASPHALT ONCRETE o \ I Q 197.77' 9% 7%' MANHOLE ry m m ANHO'_E °^ REVISED: DECEMBER 12, a^ LO \ ct p 090 0 6' M��AL FENCE o? o 420.0 ' BEACH, FOUND 1/2" IRON o° 1.0' �y a yo y° 0' o' e, e f 7f S 89 19 3a -y, �o CONCRETE ALK o o0 0� °' DRI V E °?y y 520.00 PIPE "NO CAP" 0. �,^ °oti o o ry - o• - °' ry° °'- ° 0'0 °• ,y 0. o. °' 0?^ 50 DROP INLE • 1 DROP INLET ry0 y° e CONCRETE CURB 00 o 0e^ DROP INLET 0• 0' TOP EL.=10.78 0 TOP EL=9.19 0 TOP EL -10.04 NORTH INV =5 S') NORTHWEST INV -5.95 FACT INV =&A& BOATWR D R I V E ^1!p -0.5' HEADER CURB -CONCRETE PAD FOR MAILBOXES 0' FOUND 1/2" IRC PIPE "LB. 3672" DROP INLET CONCRE1Tr CURB TOP EL=9.86 0 WEST INV- 4.12 11STORM MANHOLE SOUTH INV.=4.05 TOP EL -10.25 0 `1 NORTH INV=1.88 0, SOUTH INV. -1.88 + _ WEST INV -1.88 ATLANTIC BOULEVARD (STATE ROAD NO A -1-A AND 10) (100' PAVED RIGHT OF WAY) NOTES - THIS IS A BOUNDARY SURVEY. - BENCHMARK USED IS MAGNAIL AND DISC IN THE CENTERLINE OF THE SIDEWALK - BEARINGS BASED ON THE ON THE SOUTH SIDE OF CORNELL LANE: ELEV.= 11.11 (N.G.V.D. 1929) NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS SOUTH 89°19'35" WEST. - ALL BUILDINGS ARE ONE STORY CONCRETE BLOCK. - SUBJECT TO UNRECORDED LEASES OR AGREEMENTS NOT FOUND OF RECORD, - THE PROPERTY SHOWN HEREON IS ZONED "ACG" WITH THE FOLLOWING RESTRICTIONS: FRONT = 20 feet SIDES = 10 feet REAR = 10 feet IGHT LAND SURVEYORS, inc. 1500 ROBERTS DRIVE JACKSONVILLE REVISED ZONING SETBACK: OCTOBER 8, 2015 TOPOGRAPHIC SURVEY: APRIL 1, 2014 REVISED: DECEMBER 12, 2001 REVISED: NOVEMBER 26, 2001 REVISED: NOVEMBER 15, 2001 RECHECKED: OCTOBER 2, 2001 BEACH, FLORIDA THIS SURVEY WAS MADE FOR THE BENEFIT OF ASH PROPERTIES, INC. DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: MAY 9, 1995 SHEET 1 OF 1 (904)241-8550 Al a non ENE Eno