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I o II o II o II o II (D N II I H H H H �— a n n PIZ, V i MAP O F SUR E Y LOT 26 TOGETHER WITH THE EAST 15 FEET OF LOT 28, BLOCK 8, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAG�69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, k1N� Log I m o LOT 29 LOT 271 ,,.----�cy+ Ct LOT 25 6' WOOD LOT 23 FENCE n ro *a' 65.02' FIELD � *8.6 0.16' WOOD FENCE 65.00' 8.9* 0.6' ou 8.8 35.0' s x a. 15 0' 9.D 50.0 0.3' 0.1' a' CHAIN 1.2' 0.8' 015"PALM LINK FENCE 15"PALM 0 " CONCRETE 85-LIVE OAK(3) 12"PALM 9 PALM SLAB LOT 30 i 9.14 9.37 nn10"PALM g (D 9.2oo LOT 28 "" LOT 26 p„-PALM LOT 24 m z , *m 0 0 21-LIVE OAK 0 9.2 `u FRAME 8.8 OD x 0 10 20 40 13"PALM Mm v SHED s.o ' 5.7'9.2 SCALE: 1' = 20' 0 - o O i POOL n 0 9.3 ,c x I IV CO I 11"PALM 0 m 9.45 x 15-PALM 8.8 15"PALM 8.8 X n SCREENED m 20"PALM QO 9. 3 PORCH N 12.2' 6 0' O w 11.4' CONCRETE 35.4' m O * N A/C PAD C7 O T p I o CONCRETE z mPUMP PAD X G > ''2 3s' ONE STORY FRAME 8.8 RESIDENCE X3.0' > X8.8 No. 361 (Jrl �1 9.2 7.5' a' FINISHED FLOOR D m x ELEVATION 11.33 m W 8.9 8.9 10.9 2.2' 0 35.9' S. z X 8.9 BRICK m STEPS 9.2 2 8.83 -88 1 .. xo 9 9.0 X9.0 p�1 W I 8.89 z 00 N 0 11"P m 00 -"PALM r-1 4 VE ACK m l 2"PALM o 0 � 15' ALM 5"PALM ��0 m 8.96 0 9.2X WOOD 9.23 0.1' - - ATE50 0' o.z' - - - - 35.0' POLE 8' WATER 8.9 16"PALM ' X9.1 F ND 1/2" IRO �• X17 M LE 2)BRICK 0 PIP" No CAPRON pI�PE�NO CAP MAILBOX � 4.9f*' FIELD TELEVI ION 9.01 9'20 CABLE SER 8.73 8.83 8.91 ASPHALT PAVEMENT X8.37 x8.51 X8.62 8.64 jE 8.70 h 6th STREET SITE BENCHMARK NAIL and DISC LB 3672 40' RIGHT OF WAY PAVED ELEVATION = 8.82 NGVD1929 NOTES: THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCATIONS. NO BUILDING RESTRICTION LINES AS PER PLAT. ELEVATIONS REFER TO NGVD1929. REFERENCE BENCHMARK IS A NAIL AND DISC LB3672 IN A WOOD POWER POLE 20'± WEST OF CENTERLINE OF EAST COAST DRIVE AND 110'± NORTH OF 6th STREET. ELEVATION = 13.74 NGVD 1929. SITE BENCHMARK AS SHOWN. ANGLES AS PER FIELD SURVEY: A 89'57'46" B 90'04'35" C 89'50'49" D 90'06'50" NORTH ARROW PROTRACTED FROM PLAT. ' 20"LIVE OAK(2) DENOTES MULTI-TRUNK TREE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" THIS SURVEY WAS MADE FOR THE BENEFIT OF (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE ELITE H S. DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE DO OATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: W AND SURVEYORS I N C.� DATE:JANUARY 14 1 DRAWN BY: MCC BOAT RIGHT L JA u 20 0 FILE: 2010-0012 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 - I z D0O r W m � D Cn D � m X Opp 2 Z Z m0 vc z0 G) = c Om m � z T z OCil Cl) rncn � C/) 0T _ � p � Omm � mzO O pT c (n rcnm0 m m m � O � OXm < � z m CM M Omo� v v - _. ,8 D n m � � � x -moi - � � D — miv CO I ii = < C ii LTI mw c !u 0 � G) Nc - m X X w �Ou � r �►! 0 c m X X D N w N D m n x r c oo 150' 10 • °' - �'Eo 5'�RL �c N 'P i� co co o = o0 01 CA PO x ¢c 4 £�, E V� s 4x::-r�r-•«rr..--;;--, OD : '4if f EE If.Y 3 3 £�... bo cn 20 r i . ppE W/y0 i st t •• .......... £ �..................... n 1 C� Q mow__ Iii m S i cp ww qc)o _ _ C W 1V • C i X _ r o . . y -o � •X• s o u O N OD 3` = c0 r -p ' CilLA Cv t �. 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Co � n D o� ii -n ;n Co M x o 0 {s- m fJ t° to CA) D CCD Vr 10-0- D o o O p )co co w vJm w -� cn w w m D w w mX 7n m C, o x ['n x D c co • U) to vw X J C NZ �. O m O �_ C7 o O m N o 0 < 0 O � � 00 O Cn c tn' 0 O N � C C C C CLn < O O OCJ1 -a � O - r � m � u l ' a C)I, o �awao& � ny � Zx Qor m Z c a ooa o z � Z -09 o o � zn D m >z � n ° p0. � cn m �c �' 0pnm F' �� ZC z OH � O ,�$ F O sa r m SL co v O N g o n Dm° o z O 1 ! ” =rGo -� �C Dng �� 30 r z 20 m \� Vo a 3 m w mfnCD z Cc) 3=o;0a w m-4 n � o°pi° pa - o N av =r m n 7n 7n _ Y LOT 26 TOGETHER WITH THE EAST 15 FEET OF LOT 28, BLOCK 8, PLAT No. 1. Stmnlvlclnm "A" ATI ALITI/ OC Ani �� r�,r I, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT' PUBLiC RECORDS OF DUVAL COUNTY, r-LORIDA, ro� rt - I� LOT J LOT 21 LOT 25 LOT 23 I 61 Woos, 0<.. i FENCE i n 65.02' FIELD I 6' W OD FENCE 65.00' , o.s\ r 35.0, I��r C 15.0' 50• t.2 �` 0 3 tt 1 \4. CHAIN. LINK FENCE � 3q � � t LOT 30 Q 2'Po11 c 0«,n5 LOT 28 ! e ? LOT 24 � 4. ---- ^ 0 20 40 o r= N SCCA�LE:1� 20' —i Io rn rn ts•3- o. q90' n t Q ' Im w 18.0 0 5/nC� \ ,, h�OoS�, 2 \\\ O I� ' C< � 33.3' 9.9' Fri o u1 CONCRETE BLACK 4� [\� _ O o FONDATION N U1 to 1 P F., Q I rn FINISHED FLOOR u 10.91 w p iv U rr.I r 0 'I ✓ 1_. ._-- (It C7 I © F, > 1.2'� ` 17.7' 0 17.0 o 9.9 T07AL LOT_. 9 750 S C)� q. Ft. o rl 1 i HOUSE: 3,229 Sq. Ft. mp r, 13,0' LANAI'S: 430 Sq. Ft. nT i> rN I IOUS_ TOTAL IMPERV3,659 3% Ft. I (APPROX.37.53 5Q N� u LOT 26 w-n o r Irl 5.0' 4.0' N N U p O ti/DU POWER QWATER ,55.0' POLeQ 1�5,Q' METER 50.0 '` 0.2' FOUND 1/2' IRONy I OUNO 1/2 IRON PIPE, NO CAP 65.00 BRICK PIPE, NO CAP W 64.92' FIELD MAILBOX C] PIPE, CABLE RISER ASPHALT PAVEMENT SITE BENCHMARK 6th STREET NAIL and DISC L6. 3672 40' RIGHT OF WAY PAVED ELEVATION 8.82 NOVD1929 NOTES: 1. THIS IS A SPECIAL PURPOSE SURVEY FOR FOUNDATION LOCATION, 2. BOUNDARY DATA AS PER BOUNDARY SURVEY BY THIS FIRM, FILE No. 2010-0012, DATED JANUARY 14, 2O10, 3. NO BUILDING RE51'[2IC,'TIQN LINES AS PER PLAT, 4, ELEVATIONS RE-ER TO NGVD1929• REFERENCE BENCHMARK IS A NAIL AND DISC L83672 IN A WOOD POWER POLE 20'1• WEST OF CENTERLINE OF EAST COAST DRIVE AND 110'± NOR'11*11 OF Glh STREET. ELEVATION = 13.74 NGVD 1929, SITE BENCHMARK AS SHOWN. 5. ANGLES' AS PER FIELD SURVEY: A 89'57'46" - 8 90'04'35" C 89'50'49" , D 90,06,501, 6, NORTH ARROW PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONC 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS `-YELL. AS CAN BE THIS SURVF7' WAS MADE FOR THE BENEFIT OF DETERMINED FROM-'THE "FLOOD INSURANCE RATE MAP" ELITE H MES, COMMUNITY—PANEL NUMOCR 120075 0001 D RFVi .C.D APRIL 17, 1989 FOR THE CITY CIF ATLANTIC.' 0EACH, DUVAE_ COUNTY, FLORIDA, 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DO W BOATWFlIGHT F.S.M. SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 V_--_.__ FLORIDA LIC, SURVEYING & MAPPING OUSINESS No. LB 3672 rHCK ED B Y: —_- �__WN 6Y: _ _sw =' BOATWRIGHT LAND SURVEYORS, INC;, DATE:' MARCH 31, 2010 2010-0184 _ II 1500 ROBERTS DRIVE-, JACKSONVILLE BEACH, FLORIDA 7.41-8550 —y SHEET 1 OF 1 POOL AREA: 387 Sq Ft REVISIONS CUSTOMER ELECTS TO USE ONE OF THE SPA AREA: 35 Sq Ft FOLLOWING OPTIONS: i I X 1. HARD WIRED ALARMS ON ALL DOORS SPA RAISED 8"ACCENTED POOL PERIMETER: 88 Ft AND WINDOWS LEADING TO POOL AREA BY A 24"TILED SPILLWAY i SPA PERIMETER. 24 Ft 2. CHILDPROOF FENCE 3. POOL COVERAPPROXIMATE LOCATION OF PROPERTY.LINE _ _ _ _ ------------ __._._._ Y, - 4. OTHER APPROVED METHOD: SAVI COLOR /J CHANGING LIGHT I j o aXC-4 I � i APPROXIMATE LOCATION OF TOTAL LOT: 9750 Sq. Ft. _ GEOTHERMAL INJECTION WELL � LANAI'S: 430 Sq. Ft. BENCH BENCH 1 O POOL EQUIP. (18"WIDE) l�' (18"WIDE) TOTAL IMPERVIOUS: 3.659 Sq. Ft. O w x LOCATION WATER SPA MAIN I I u a U VALVE ( DRAINS I i (APPROX.37.53/o) U (� APPROX.39'TO PROPERTY LINEO p U SKIMMER#2 MAIN DRAINS PIE: :;:;::: BLOWER 3 8'-0„ i d DEPTH DASHED LINE I INDICATES BACK VENT LINE LETRO JUNCTION LOCATION LEGEND I OF EXCAVATION BOX 4—(3)SAVI COLOR 9'-8" i CHANGING LIGHT ( i RESIDENCE I lo (2)FLOOR K RETURNS I I (2)WALL • IOm RETURNS j WALK IN STEPS DEPTH ( Igj • - - - - .z • --- -� �0 SKIMMER#1 I I I v :m • I IM _ I I i8 it :Z Im N LANAI I 4 DRAWN BY: CAC RESIDENCE - - i DATE: 20 Oct. 'l 0 SCALE: 1/8"= 1' TURNOVER RATIO 13,028.16 ga/ 6 60 gp n = 3.62 hrs I (904)641 -5265 I III . • C"� Noz env -► [m D TITt (=;oOOrn > m m (7,wDr'.4�WON -O -r ;0rn m O z� -,�� a-v Zoc� p > Z 0 > mz >a)-i Z 0 C)r- MZZO0 �tococoCO10 vvmOOC(A I -� co DD o n <rn --1rg 2O �oOcpmDo >�DZ- r r- -< ! 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OF a DUAL MAIN DRAINS DEPTH FOR ANTI-ENTRAPMENT PURPOSES # 3 REBAR TO BE USED TYPICAL THROUGHOUT Z I OR > EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS (EQUIVALENCE 11.25 ) } AILS r. > SEE ATTACHED PLANS FOR VENT LINE DET i 7 IRON TIE BEAM a T oo BEAM (7 IRON TO BE PLACED �� WATERLINE 8' TOP BAR STARTS 6" t t EVERY 24 TILE WATERLINE FROM TOP OF BEAM 1 1 Fit t g TIE BEAM r H o 7 IRON � III i 4 • #3 REBAR ON 42" rCENTERS TYP. POOL 3 • of • LTYP.BEAM • THICKNESS DRAWN BY: CAC DATE: j • • SCALE: N.T.S. DESIGNER: CAC j DUAL MAIN DRAINS FOR ANTI-ENTRAPMENT (904)641-5265 PURPOSES i I i I III t i t \r RF � i J 4,i. FCiuV - L g i CONSTi.LIs ±1ON'AN v?ORKV-A -S-.ia 1 T<t ` ti'I•I-I' T£I� .' 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