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Ahern Project FINAL SURVEY 07.31.2020M co M f, Q 0 6 Z Ld L1_ 3 LAT 1 BLOCK2 BRICK PLANTER SUBDIV N Q . N N 5 PATLANTIC BEAPG 69 P.B. 5, i 7 1,48,00' 5.0&55tWBIF • 6' WBF f�,s3'�i`50 E 6' TALL • 9.1 CONC WALL ZZ x 55' as 7.0 58. 1 0' CONC Wim - 9.4 x 6• ^ 2 ^ 15.45' 9. w m C 6.6 _ - N `0.T CURB I 10'X10 RE-rEN SON pOND - -_- r E.E. _---_ { SEA- ^ INYa7.19 1 97.0 I NS .......... m x 9.5 10' JEA-E•INV=7.15 INV:7.23 �_ t 10'X10' Ir-' 1 0.8 CONC WAU I JEA,.-..E, ._E. �- ��SE1BAC- LINE _n> q 1.0' CONCH �L SERN ]-R-OCK_ I --c ENT 6' 19.VO 4.6 114V.7.32 _ 10 WCONC WALL ' ? . �CO - _ 0.7' - s*t - -- 3.3 S U nUTY EASEM /N� - [30.8] DEN P.B. 71, PG. 95-97 z (A CONC PANEL PER A/C PAD : I ' �? MHD 73 38.fi \ ` _ - �\ 1 TOP 9• s a m NE INV,.7.39 20.0'] INY-7.48 EASEMENT 0 �, \ 4.0 UTN'fY SEM \ 1 0�0.� o S I V=7� 1.1 PER 98-97 \ I .. ti' '( w Y B DRAIN P-10.18 i I14V=7.27 ip pyC 110.55 o I I 1 0.441 1D.4 c7 w I I I\ 63\ 0.68 4.d 6.3 1 I I \ \ ;� I \ \ N83.21150"E 58.55 N 4.0' Oa 0.7 I I Io s.s ; Q� A I 1 I s. t N83'21'50'E 58.55' { I I 1 9.57 4.d ZU OCC OF 4.0' I(fj I t A O.. AZQ 1 0.7' CURB Co \ o'® 0) � v \ 1 T � I 1 Z q SA O] \� m :: Y =¢ 0.1 I ' . #303 m_ in N o0c n I ' INV 7 O 10.5 ,0 Zr V 0 0.39 10"PYC 10.4 m I I I \ 02 *308 O o � N 6.3 X \ C 1i s � I I I CATCH BASIN a 00 I Z 11 TOPa9.47 \ {" m 1➢ I I I 1 INV=7.59 m -{ \ 6.� �'. 64,75' >� I 1 1 0 ➢ \ \ N83'21 50 E 15 I I Q -i . \ 5.7 Ol I 1 I ZA \ I I I 9.64 n.�t � D N83'21'50"E 64.75' I 1 1 I B 71PAT -479.54 4.0 Om DPRP G96 E 4.0 \ o 9D 2 i I I 1EASEME98-97 NT ® RAIN '\ 01 0 \ I -' CUR DENO� UTILITY I \ PER P.B. 71. PG. Y p Dv \ I I I I to ax oo . Fob I I I 9 I g 10.41 10.5 10.58 0 N' JOB No. 2020-489 16.45' ` 0.7' CURB BIRT k ROCK o Jf I 10.40 .1 U ii 4"x4" C.M. RY REF" 1#307 z _ 4- 4.0 I I I -fr-\27.1' AIC PAD Co 1 I iA 10.21 \ c0 0.8 CONC WALL - \ SETBACK LINE I 1 0 9.66 4.0 27.E y_ �',,� 20' FRONT - - } IR1 Cil I I [20.0'] t1' -.nuc FaD ID.6' 0.7' CUR I _ V to CpNCWAU B i I 1� p -_---- -1 I 1 I I I -J i I I I DRAFTING: EJC E t7}wATER;4E ®S 1 64.75' -DIRT do ROCK I 1 1 1 I® N'LY R/W LINE I 1 583'2150 14s'oo' 64.75' j1--� STREET Y A R ANTA STREET. A 40 R/W) (FORMERLY PARTY CHIEF: COCKRELL F.B. DIGITAL CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG 1 1 DIRT ru ROCK I 10,7' CURB I 9.25' FND NAIL & DISK PRM LB 3731" BENCHMARK BOX CUT NE CORNER OF CINL ELEVATI014=10.58 (NAVD '88) _0� 10 CHECKED BY: o: `r 41 MapShowing a Specific Purpose Survey of BUILDINGS 3 c c 4 LOTS 7, 8, 9, 10, 11 AND 12, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE 96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST. CERTIFIED TO: AHERN TH PROJECT, LLC FORUM CAPITAL PARTNERS, LLC AND FIDELITY NATIONAL TITLE INSURANCE COMPANY �'�=rr�urr iit r - ftlMr,:wc�,�; ►L � r ��' I.ffff� !:1'• VICINITY MAP NOT TO SCALE LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK PG. = PAGE NO. = NUMBER CSL = CONCRETE SLAB WBF = WOOD BOARD FENCE CLF = CHAIN LINK FENCE VF = VINYL FENCE C.M. = CONCRETE MONUMENT W/ =WITH INV = INVERT MHD = DRAINAGE MANHOLE A/C = AIR CONDITIONER [10.0'] = PERPENDICULAR BUILDING TIES TO BOUNDARY O.R.B. = OFFICIAL RECORDS BOOK OD = DRAINAGE MANHOLE ® = GUARD POST ® = ELECTRIC CUTLET 0 = CLEANOUT Or = SANITARY VALVE ® = WATER METER 0 = 4"X4" CONCRETE MONUMENT CO = NAIL & DISK GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF AHERN STREET AS N83'21'50"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. ITS SPECIFIC PURPOSE IS TO SHOW IMPROVEMENTS CONSTRUCTED TO DATE ON LOTS 1-6 ONLY. 3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 4. THIS MAP WAS MADE WITHOUT THE BENEFIT OF AN ABSTRACT TITLE, THEREFORE, THERE COULD BE ADDITIONAL EASEMENTS, COVENANTS AND RESTRICTIONS OR OTHER MATTERS OF PUBLIC RECORD THAT MAY AFFECT THIS PARCEL. 5. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (UNSHADED, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), ZONE "X" (SHADED, AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 J, COMMUNITY NUMBER 120075, DATED NOVEMBER 02, 2018. HOWEVER, FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) AND ARE REFERENCED TO A NATIONAL GEODETIC SURVEY 4 INCH BRASS DISK, STAMPED "V 324 1970", HAVING AN ELEVATION=10.27 (NAVD '88) -LOCATED ON THE ON THE SOUTHWEST CORNER OF A CURB INLET ON THE SOUTHERLY SIDE OF ATLANTIC BOULEVARD, APPROXIMATELY 53 FEET EAST OF THE CENTERLINE OF PENMAN ROAD -SEE FLORIDA DEPARTMENT OF TRANSPORTATION CAICE DATABASE NO. 7210006. 8. +7.3 DENOTES SPOT ELEVATION ON GROUND. 9. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. SEE SHEET 2 FOR EASEMENTS MIG -3 220 City of Af SHEET 1 OF 2 REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION THIS MAP OR SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE GRAPHIC SCALE CODE. PURSUANT TO SECTION 472027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN AND STATED HEREON. 5 10 20 THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VALID UNLESS IT _""Ill40 RFARS T}IF 'UrMAn4Dr Alan - r n--. o.- or., ...- . h t ( IN FEET ) 1 inch = 10 ft. DATE: 07/31/20 1m t F f.; JOB JOB No. 2020-489 VA DRAFTING: EJC PARTY CHIEF: COCKRELL STFEET �q, E] p� STREET, A 40 R/W) (FORMERLY ATLANTA F.B. DIGITAL L CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG CHECKED BY: Q GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. MapShowing a Specific Purpose Surveyof BUILDINGS 3 Sc 4 LOTS 7, 8, 9, 10, 11 AND 12, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE 96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST. DATE: 07/31/20 DENOTES UTILITY EASEMENT PER P.B. 71, PG. 96-97 DENOTES ACCESS & DRAINAGE EASEMENT PER P.B. 71, PG. 96-97 AUG — 3 2020 (7, i f t f 1 SHEET 2 OF -2