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IEJLJ Cm 4-�21 .5 16.3 -.3 ..... . /7.777 16.0 5.02 1.2.32 9.4 2501- 1 Oki ll+/- ATLANTIC BE-A-C- H, ]FLORIDA JANUARY30, 2006 Index to Dra,%4n-n6s Sheet Sequence Sheet No. No. Title GO.01 loig DRAWINGINDEX C1.00 2oig MSTING SITE SURVEY A1.00 3ofg ARCHITECTURAL SITE PLAN&SITESIECTION AS1.01 4of 9 ARCHITECTURAL PILE LAYOUT PLAN A1.01 5 of 0 MAINFLOORPLAN A1.02 6of 9 SECONDFLOORPLAN A2.01 7of 9 WIEST&SOUTH EXTERIOR ELEVATIONS A2.02 8of 9 NORTH&EAST FXTERIOR FT EVATIONS L1.00 9of 9 LANDSCAPEPLAN -7 0 M 0 CJ') U) 777- ig m 08 , m J1 0 LOT 5 0 :�E 0 01 n ;0 0 rn 0 . > m -TI FOUND 1\2 IRON z m PIPE NO CAP I z C 0 m r- m NORTHING 2179548.1 EASTING 375001.6 (S83026154"W 250.46' IRON TO IRON) CONCRETE WALL 1.5' rri I OVER LINE > 0.7, 'z 0.3' 0.7' 1 .0 n ONCRETE WALL 0.59 C-i 16.0 m N83022 ' 11 " E 251 * 04' m XX 4' WIRE FENCE 17.0 x sj 7.6 5' WOOD FENCE OVER LINE �-4 %. �- -- --- z X x X N) 15-67 -G - 7 3.0 0 17.8 4 3 6. 3' 17. 17.3 1 1 175.1� 0 16.2 0.2-' 0 15-68 X z z 18.2' 0.5t 0 16.06 0 X 0 --, /(:j ;u ;u 0 WOOD FRAME -0-1 C�= rn BRICK rn f, :_1 BBQ SHED BRICK STOOP CONCRETE DRIVEWAY 17.01 <0 IL- 18.2t > 31.29 0 0 12 3. 5' X 16.,3 9 A u m V) > )<17.2 15-67,11 16 r- .40 0 r- X WELL C:) 0 m 0 -.P�6 0 01 LOT 4 m rn 0 (01) L0 0 0 0 0 p 0 0 0 0 -P, 0 -n -0 z o 0 ov > 0 0 1 ;0 > 110 -u z 0 z M (0 > 0 0 17-4 0 G') U) 0 rri %& A n ;0 rri 6) m 0 0 --q U) z 0 17. 1�g 15.4 C5 ;u -0 0 \m/ 0 m K 0 0 M ;�u 15.3 CONCRETE Q0 z m r- 16.3 0 z 7/ 17.45 0 ;0 rn 0 -0 STEPS 16.6 0 > 0 CONCR TE WALK 0) ;u ;:0 rn 17.25 15.1 .02 0 11.8' xl�-, -,61 L 0 8.8' X 16.8 rn -'14-1 ;�� -.a X X 1 17.30 20. 0 CA IT! > X16.,3 .30 06 X M 15.4 13.03 z 12. 9.4 3 -X 0 0 ---1 17. -- rn -.& 00 2 -7-15 1.7' 17-39 Nb - \1 M 20.12 po ;K ;u 0) FA 0 ;u I ',\&Z -0 0 0 6.1$ 0 m i 1.7 > > CIt CD < 0 - I Non- 0 122. 7 - 0 Cu t 14.91 0 `�Iiiijjjjji > 0 z ;u P > 00 < N) < 0 MA 9.1 13.4" �01 Z MI IT! mm :�E 0 pj mz ;;u 0 0 0 C. M 0 0 BUILDING 0.2' (D C/) WOOD r- 16 STEPS OVER LINE too LU 1 _5.......... .3' :p, 0 M -Tj 0 7.8 16.9 11 0 CA ;7 ;;u 84,41 -0 'A 0.7 1 )716.\0 7. Pm \0 Z 0 M r-(n 113 VoFlt 11 z CONCRETE WALK 0 m ;u 0.4$ OON > z rn m Vi ............... 17.07 17-63 17-20 C/) WOOD Cp m STEPS (�o 20.4' m m 11 1 11 PLANTER CD X15- 75 16-27 586 COTI 00 16,31 -7- b- 38. 4' 16 16.4 117.0 17.5 X 17.8 1645 16.3 17.7 14. F12.9 4 1 11-22 8.9 \..,)R 1,rz�" A '- 7dq 44 0924 '14 . ............... 15.45 x -x x 16.2 3' WOOD ffE�C*ff m C: 0.2' 1 S83022 ' 1 1 " W 250 * 52 z JANUARY30,2006 CONCRETE WALL 1.5' CONCRETE WALL 2.7' Cu (250.58' IRON TO IRON) I (A -" OVER LINE OVER LINE 0)"--*' REVISIONS: N) FOUND 1 \2#1 IRON I PIPE L83672 1 0 NORTHING 2179448.1 z EASTING 375010.4 Ul 10 0 0 LOT 2 C)Copi3ri6ht 2006 Jkinc 0 0 C1*00 M 0 N) U) C/) 0 0 EXISTING r7Zrl- ;;b z 10 SITE z > ---i STING SITE S m K ;;u SURVEY Scale:3/32ff = l'--O" 0 0 Z Sheet of z N06012'1 7"W 2 STORY WOOD 0 COASTAL CONSTRUCTION CONTROL LINE WOOD FRAME PORCH M! C/) RESIDENCE .0 123. 0' 0 0 z 10 V) 0 0 iz ;u 0 . m u !---i z M > FOUND 1\2" IRON m 10 V) It- PIPE NO CAP cu z !r- C 0 m �D V)r--� t- NORTHING 2179548.1 - 9 - u EASTING 375001.6 LOT 5 CONCRETE WALL 1.5" rn i rn (S83*26'54"W 250.46' IRON TO IRON) > i m OVER LINE . r- Q) 0.7' z 0.3' 0.7' 1 1.0' r CONCRETE WALL 0.5 1 uj 16.0 m I I CIA3) U7 N83022 ' 11 " E 251104) - I U. 4' WIRE FENCE 17.0 5' WOOD FENCE OVER �INE XX X I tz-4) 15-67 x x x x x x t X 01 1 8.9 1 1 7 J. 17.8 5. 1 fl?"*1 '�\l 6.S -36.3' 17.1 17.3 1 16 0.2 00 0 .2 z ..... .. ..... .............. .......... 15-68 z 0.52 ...;......... .......... ................ ..... ... ALL WATER RAINAGE ALL WATER DRAINAGE ........................... .................................... 0 -A, ........ ......................... 0 ......................... ............. ................6...... ---------.. ;0 -*-*-;i-'-W(DOE)-*-'-FR'.AME-.'-.'-'-'.-;; ........................................................ m I <-JJS�fTO DE TO T E WEST <\MTO BE�O THE WEST ....................... ........*.............................................. m .......................I.-...I... .............. m Of THE SITEI Of Thif SITE I BRICK -4 ........ .. ... ............ .............. ........ ....................... .............*1............................................ + ........................ ...... ........................... m 1313Q ... .....C-QN-CRE-TE-'-:DR� FOWER ....... ............................................................ ......... . .............. ....... ............ -0 1.:8 .......... Cu L;��......... .. ...................... - 17.ol > ..... ........................................................................... r ........................ .......................................................... 0 ................... ......................................................... .........................["......................................................... F-1 ...... I LJ L LJ ..................... ........................................................... I - I .............................. ................ 0 ......... ...... 123. ................I. .............. ........ ALL WATER DRAINAGE ............... ....... .............................. ................. ............................................ .......... J�j2l.33 ....... .............................................................. .... . --JOPORCH UUL UO m ....... 0 BE TO THE'A44F-5T- Lli ...... ......................................... .............. . ........................ ................... ............... --------- ............................... > z Of THE -91TE 11 -- r- 'I F-i 15.6 7,, 1 1 ...... .......... ...76.............. -------------- ........... . . .4 r ............................ L-------- m 01 CN 0 0 lol� 0 LO 4 46 -Ph. -p - m 0 0 L4 0 z 0 0 0 xi U-i o -n -0 LL- > 0 0 0 ( ri r ZA 0 LJ Li LUI Z) 0 > -TI 0 77 21.50 14 '41 Q 1:j LJ m 0 LJ z m r- 16.3 0 1 F.F. 0 ;u m Ak2l.33 1 D 0) ....... . .. F F 8,8) ........ X 1 0 Q:f .ej u 11 1 11 ........ 10 LJ F- X ........... X LJ > 1\110 X 16.3 m. ........... 3.0\31 ... ....... 0 V) 0 E==:�! QIF jgk21.33 2 F 0 ............ .......... LJ LJ .... i . .......... 10 \-rPORCH F I 0 M r M . ... ..........6 + > 1 F] F %* 0 < *1 It *� I 0 /01-/ --7r (ni I 0 cu 0 0 z ;0 > 00 New IL-------------- I LJ 0 ..... ........... ........... z ------------- --------------------- r ;u 0 mi < 0 ...... ....... 1 * *1 1 z .4........... rn m ............... .. .............. ...................... Concrete m ................ 0 z ............. .... .. .. ............... r .................. 0 ............. .. . ............ BUILDING 0.2 ...... �n (. . ............ 13 0 A W. F ! t .. . ....... .. r. .....'........... ... . .. 01 REMOVE AND SPOSE OVER LINE . ............... + 0 01�, EXISTING ...... 16. CONCRETE PAD Z I 1 1 +21.38 1 11 0 P 0 ........ ... . ..... ORCH Fl�-L AND SOD LL z ..................... ............. (3) ...0............ .......... . . .......... -------------------------------------------------L-------- ku ........ AREAS DISTUR ED ;u r J> ................ vp 0 B� DEMOLITIONJ m ........... ...... ...... ................... ............ ............ ........... ... ....... ta-1-11 * * * * i-------------------i \% - I I I I m Co ArMA(ATER D�AINAGE W, PLANTER ... .. ;u . 75 ....... �-O BE TO THf WEST ............. .......... 16.2-7 .1 .*.'.*.'.'.*.".**' 0I < Of THE 51TE .......... > 1 1��TAOLL�VATER DRAINAGE m �E TO THE WEST F 4 16.\3 1, Of 11HE 51TE F] 4-0( F� F� 7.5>( 117.0 16 38.4 16. 16.4 17.8 17.7 V) .45 16.3 �4 * i * * * * ..JTU2 : 8.9 15,4 A x A 7-\ x A x x x /y\ - ------- ------ ------------- - 1 -111 X r� i 0 16.2 3 WOOD FENCE -------------------L---------a-[ N C: 4t x --------------------------- I 0.2' S83 '022 ' 1 1 " W 250 , 52 ' Nq-. I z i r- 0 CONCRETE WALL 1.51 CONCItETE WALL 2.7' co (250.581 IRON fO IRON) OVER LINE 9VER LINE X 10 LOT 2 4% 4% 1 i FOUND 1\2 IRON < PIPE LB3672 Lu NORTHING 2179448.1 C\j 0 z EASTING 375010.4 N06012'1 7"W 0 z N 1 0 x I N COASTAL CONSTRUCTION CONTROL LINE C:) 0- C) 0 2 STORY WOOD PORCH SITE 120. 4' C) WOOD FRAME- Scale:3/32" 1' 0" -1 RESIDENCE LL AIN62.w%-j JAWARY30,2006 TCHIM. TOP Ak56.98 RIEVISIONS: TRIDGE LINE Li 0 > < 0 -Z 0. -A UJ UJ zi m z Loiz 0iW 1 0 T-.0 Qz . . . . . . . . . . . . . . . . . . . . . . N -JIN CL uJ LJ Z!-i '-'1 0 01 0 0 (/)1 Z. 0 0 0 01 1 -1 LL. u- L-AI 01 Alk32.73 01 TSEC.FL. OC()Ptjri6ht 2006 JAinc ------- ....... REMOVE AND DISPOSE A1*00 144 Ak2..-- i\21.5 F.F. OF EXISTING 17.63 7.0 CONCRETE PAD. ARCHITECTURAL 16.0 FILL AND SOD ALL AREAS DISTURBED SITEPLAN& 15.02 UT DEMOLITION. OF 32! SITESECTION 00 SITE S N 00 00 -�o 0F1 Scale:3/32" = 11,,01" L 250-1 0 4 0-7 6.\0 CC) FT > 41 Sheet of DEPARTMENT OF N87-58'28-W 228.12 NATURAL RESOURCES MONUMENT NO, 72-81-A20 NbRTH ING=2,181,553.517 0 E AS TING=375.084.004 0 014 MAP SHOWING SURVEY OF co 0 :j 0 . to 0 0. LOTS 3 & 4o SLOCK 26, PLAT NO. 1, SUBDIVISION "A" ATLANTIC BEACH AS REcORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE LANDS LYING C THE SOUTH BY AN EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 3, BLOCK 26 TO THE EROSION CONTROL EASTERLY BOUND ON THE NORTH BY AN EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 4 AND BOUND ON C4 '59, 59A 59B OF SAID PUBLIC RECORDS. m LINE AS RECORDED IN PLAT BOOK 35 PAGE REET 'I'l (A 4TH) ST .0. FOURTH (PAVED) 9. 40' RIGHT OF WAY < c/) LOT 6 .......... 0 ;x) Q ct rn 0 7- 0 8 J m X-0.2 3.0 x 2.3 x 4.2 Y.5.3 10.0 15.7 12.4 rn LOT 5 CONCR% ALL 0-6 %3 8.0 (4 )(9.2 x Ln 0 NE 10.6 0 0 6 1 Ln rn 041. IRON T IRON) NCE 6 i� 17.6 __j T 9. (S83-26-54-W 250.41 251 04 17.8 to N83*22111 , 17.3 .0b. IRON 17. Ln 0.6 x-0.4 FOUND 1\20 17.0 L4 is > x PIPE NO CAP In THING 21791548.1 0 0.5, A 1.6 %OK ING 37500A'6 9 is-2 ;0 EAST 0.7t "RE FENCE 0. .-WOOD FRAME 9 2.2 4 31.2* AO 10.0 16.2 SHED 2.7 Xx x 15-67 36." x 0 jjpjCK 18.2' X 17.2 41 . A 17.01 Ln 15-od 16.06 123.5 5.3 fa .0 7.2 x CONCRETE DRIVEWAY 6 9.4 x X16.39 OWELL Q 0 17.4 15.4 x IX C kRETE 12.0 14.3 1 C) 7. sTEPS . . - - a . 9.9 i I --j 'p. 16.40 L.O*T 4 mo " - rn 9.0 1.9 1 �A 01, 15.67 Z 0. \a/ 0 17.45 CONCR TE WAU415.1 ..02 . ;§. K 0.11, 1 ;0 q -n 13,03 9.4 rn m 17.2 0 00 4-u L4 0 rn 7.39 17.2 it > -0.41 20.06 0 1111.3 -A 00. C) 16.8 17.30 z -n 16.3 18.6 x 17.15 20.12 Lpt �Z. 17.2 i'L -A % x I.$ x 0 0 1:1 2.3 x 14.9, x bAs 1A. 17.8 12� w I _% .& I-- . 0 1.00 122.7' x 4.0� 5.3 WOOD 90 9 ut 6.it sTEPS ll-� I a 0 q co 8.0 0 )s I . . .. xce 13, CONCRETE WALK 17-20 9.1 ;0 0 LOT 3 16.9 15.7 1 .3 17-63 x 0 0 91 x 12.1 x ING 0.2' IBUILD 0 17.07 X8.5 14.8 0 R LINE tj 0 LA -710 7-8! - 11 4 rn 2 04 z ;0 ;0 14. ct C-)> 0.61 %-.-- , 17.7 ETE 2.7' m r. :� -��m 4 rn 17.8 E CONCRE E 1.5! UgE 20.4! illillillillillllllllllillmWWMWWO--O, FEW O\T W" 15.75 17.5X 3 WOW IER UNE 6.27 -A 17.0 jjjj���llll 4h 5o.52 16.4 S83*2.21 0 IRON) 18.31 ............................ 16.1 (250.5 IRON m 16.4 16.2 NOTES: 15.45 x 0.2! ....... 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. > 111V r. 2. BEARINGS BASED ON A LINE FROM THE DEPARTMENT OF C ........... 7- rn NATURAL RESOURCES MONUMENT NO. 72-81-A20 (NORTHING FouND IV" IRON PIPE L83672 120.4 0 2181553.517, EASTING : 375084.004) TO NO. 72-81-A21 . NG 1 2179448.1 n NOR"'NO 37WO.4 TI LOT EAS 0011% 0 (NORTHING : 2178371.217, EASTING : 375348.223) AS PER Ln 0 ;u 0 -Z COASTAL CONSTRUCTION CONTROL LINE' FOR DUVAL COUNTY, m 0 0 FLORIDA AS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H APPROVED JULY 21l 1992, BEING N04-44'46"W. C, 3. EROSION CONTROL LINE IS EASTERLY BOUNDARY OF 0 Z ;0 0) 2 0 > rn rn SURVEYED LANDS. rn 4. EROSION CONTROL LINE BASED ON THE STATE PLANE COORDINATES AS RECORDED IN PLAT BOOK 35, PAGES 59, co 59A, 59B. r > 5. NO BUILDING RESTRICTION LINE AS PER PLAT. 0 6. BENCHMARK IS A FOUND MAGNAIL AND DISK (LB 3672) IN WEST EDGE OF PAVEMENT OF BEACH AVENUE 10 FEET MORE OR LESS NORTH OF SOUTH PROPERTY LINE OF RESIDENCE NUMBER 237 (LOT 3, B�OCK 27). ELEVATION, = 15.89 N'GVD 1929. rn LOT 8. MEAN HIGH WATER LINE IS BASED ON EXTENDED PUBLISHED DATUM FOR TIDE STATION 872-0291 0 (JACKSONVILLE BEACH). MEAN HIGH WATER = 3.Oo TIDE RANGE = 5.1. 9. SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33.002(45), FLORIDA ADMINISTRATION CODE RESULTS IN ELEVATION OF 10.6 N.G.V.D. THIRD (3RD) STREE '400 OF WAY (PAVED) THE PROPERTY SHOWN HEREON APPEARS TO LIE IN. THIS SURVEY WAS MADE FOR THE BENEFIT OF RIG FLOOD ZONE l0Xw (AREA OUT-SIDE 500 YEAR FLOOD KEVIN PARTELL. PLAIN)s FLOOD ZONE 'OAO'* (DEPTH 2!) AND FLOOD ZONE 80VE" (EL 15) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. DEPARTMENT,OF NATURAL RESOURCES MONUMENT NO. 72-81-A21 NORTHING=2,178,371.217 EASTING-375,348.223 DONN W. BOATWRIGHT "NOT VALID WITHOUT THE SIGNATURE AND THE Pfs*m* ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPtR No. LS 3295 SURVEYOR AN D MAPPER. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 2006-0224 Plic DAM FERRQARY.15, 2005 1 OF 1 (po, )241-8550 CHECKED BY: ILE: - DRA" 8� z4cj, .][ R A BOATWRIGHT- , . LAND SURVEYO 1500 ROBERTS DRIVE I c LO IDA JACKSONV L, SKET. INA XREF=2004-0914 004-704