Oceangate Habitat for Humanity TOPO SurveyMAP SHOWING URVFY OF
OCEANGATE, AS RECORDED IN PLAT BOK 68, PAGES 36 THROUGH 39
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, "FLORIDA.
C d
l
soUF E
IV
•. NTS pF`
L
o
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A
OF,r/C,/qC R
0 15 30 60 ECD
Rps eo0k
'
SCALE: 1" = 30' 6096,
xr PqG,£ js
X- O 1
x
�x r 1.6 '�,, s•
X,{1.8 , , ,„,,,� fS6� •3 , .
ry i 13: �Nfkr 126',
/
/ ; /� for 4 •,..�
Rte$ a >>g
i 4.g2 V 2
x ! f3.c5 I
12.7 X
lTj� 12.70 \
X 72.64 2.73
! f �s
40;- g2 Q SSMHO
_ 12.71- � .99
RANO, COs 2.94'0• Rl '
442 / /jam ` x 13.2 C'f:r {y 87 '
-! ,M I/ Cp - 12.02. �p�'. .` qY -
t 1\ti/ /I Rf T / X / 63f OVfR 13 'a xa�s3 l?J
i S N 127
2 � \•y` i.
\ Ufa 4 42 2 ;Xla I ` OS/ S� 88 12x2 126 2
12 f �. � 2:77 1261 x-
�sfM�r 1 12.9 fr
r .75
/ / 40Ta0 �� 15.59 STORM MANHOLE SCHEDULE CURB & DROP INLET SCHEDULE MITERED END SECTION (MES) SCHEDULE
p 10621C04t� f ,,,
SSMH w
tiX2.320 / Rif$ 439 7 Rf SOT 2s iR \\ ?�a'?s� STORM MANHOLE NO. 1 CURB INLET NO._1
N'01 a e s q x TOP OF MANHOLE = 12.64 TOP OF GRATE = 12.08 MES EL 1
\o' o`'" \°' R@ \ ?, .49 12. %PfNGT 'E» X TOP EL = 9.46
"74 s Jr sp �ti (W)15" PVC INV = 8.38 (SW)15" PVC INV 8.34
3g O 4 \ry o „ (N)36- CPP INV = 5.84
10.30 r R 44
(S}24 CMP INV = 8.09 ( )
12. r C \ oq CURB INLET NO. 2
0.50 \�� ys /(; Qfi.efNC \ry1 .2.51 T \ { g STORM MANHOLE NO. 2 TOP OF GRATE = 11.85 TOP MES NO. 2
/v? / , ! q_ Ap N,l,t er \ TOP OF MANHOLE = 13.31 (NE)15" PVC INV = 8.44 (W)18 L(N)RCP NV = 10.10
1pS0�T Mq� N \ti 12.26 5' PEDESTRIAN I gy ?� w
�t� i4 _ ENT X (N)24" ��CMP INV = 7.83 (E)15" PVC INV = 8.51 (W}18" (S)RCP INV = 10.10
a t98e 1i67 - EASEMENT ' (SW)24 GMP INV 7.83
o.1s \°A.� it bo os, yVq�y ,ry."1; ) QMH c2.62 { DROP INLET NO. -1 MES NO. 3
3 11.0 R , �� \ 2.53 I STORM MANHOLE NO. 3 TOP OF GRATE 11.94
0.23 0.23 �°' 13111 \ ke ?0� �a { LOT 2s Y` 1 (S)18" TOP EL = 11.33
o \ry. x� ti JJ TOP OF MANHOLE = 12.90CPP INV = 8.45 (E)18" (N)RCP INV = 9.05
,oma 0.01 0.67 \ ? `'s ef� test \I 109 a 'a N 18" CPP INV = 8.13 "
\ s� ss \Y 24 RES µ�4.50 e ( } "
r 0.7x ry \�' 12.44 .85 { a �) (E)18 (S)RCP INV = 9.00
FFE x U S 18 CPP INV = 8.06 DROP INLET N0: 2
r'. $ 9°✓ 1.. J W 24" CPP INV = 8.08 TOP OF GRATE = 11.99
1.st a \ry9 \ti' 1266 { V 4 • ( ) " MES NO. 4
cR 6 y6 y a �? 12.51 tz.2s 12.7 LOT 27 1 Q. (N)18 CPP INV = 8.49 TOP EL = 10.41
f1f 2.13 \rye 1�J RES N° 113 n pp STORM MANHOLE N0. 4 (E}15" CPP INV = 8.94
ti 0 ?� z CURB INLET NO. 3
tOT A(k 2.67 2 \ CURB INLET ?s a 12.7 n { FFE=14.5° .,a TOP OF MANHOLE = 12.70
10 -% a �o , N " 70P OF GRATE = 11.94
73 tzzs ,, No. 2 x ssMH �) 1 ?a o {N)24 GMP INV 6.74
t I s ? " (05" CPP INV 6.90
�,, / / /, �7a.LoT 26 \/ 1 X (S)30 CPP INV = 7:02 ( ).
�, , '^ 4s 2.04 sE -- I♦
x ' .4,3 ti a�6 MANHOLE 12.7 +� { , RES No. 117 /\ 1 i Irl o (E)24" CPP INV = 6.76
,a. ! / ti 2.26 �c / FFE=14.50 -n CURB INLET NO. 4
a s i R tor s / �6 No. 1 t3. o , -_t TOP OF GRATE 11.96
,q c� / / $ 0 r0 / L+ONrRZ53 `°� \ry� 1264 ,ry9� r / `�' � TOPSTOMANHOLM MANHOLEE -O 12.87 (N)30" CPP INV = 6.66
t 36/ / l s 12 9 /� 2.82 1 LOT 25 I "
? (N)30 CPP INV = 6.40 (S)0 CPP INV = 6.64
x 12 1 .as/ ` s`^�-- wq4k _ 12.76 1 v' \� 121 P INt1ET t ', v t� "
to / - --,, ► REs =14.50 X N 1 $ " .(E)15" CPP INV 6.79
s m W 28 CPP INV = 6.14
� o ii / =:oma I I \ N9 i DROP INLET NO. 3
}� t e /� 11 126 1�t s o STORM MANHOLE NO. 6
'� \1 1 li Y9R0 446 h ! jv, 12.90 1319 U1 TOP OF MANHOLE 13.25 TOP OF GRATE = i 1.93
q�N z 1/ rx 14.0' I I 11 U3 (E)30" CPP INV = 5.82 BOTTOM OF STRUCTURE = 4.25
/ / � OR r2 / �x.
r %oe2sa11 I N O UNABLE TO DETERMINE PIPE INV.
CNV { LOT 24 X { �afl'?as N STORM MANHOLE N0. 7
1t DROP INLET NO. 4
(oT �� f i I 1I \I RES No. 145 F TOP OF MANHOLE = 13.20 TOP OF GRATE = 11.92
h I R > < o t II I� !\ FSE=15.0 II (W)30 CPP INV = 7.40 "
No, (S)36 CPP INV = 6.17
114. // / 1 I'u 13 2 �i
4s x 12 a , t ? ,� 1 1 STORM MANHOLE NO. 8 ( )
�g 11 I { v II UNABLE TO DETERMINE CPP INV I NORTH PIPE INV.
LoT 23
f a I, oZ'9 1 129 TOP OF MANHOLE = 12.77
Co it / z 11 ` RES N 5 a�1'� f" E 30" CPP INV = 7.07 DROP INLET N0. 5
q / Rfs NOT s I/ `,I (.6 L ` c��n 1 I ES 04 a O
11 �J / / 46 R t? I ��� 1 �� I o. (W)20" RCP INV 7.60 TOP OF GRATE = 12.03
1 1 \/ { p0 (N)12" PVC INV = 5.60
60 % / / n�N) I { t \ry . i LOT 22 "
/ 3 �- , / 1 a e6 l i,�s� 13 3 ► � 11 ,. (W)15 CPP INV = 9..61
/l 8 I I Rf LoTs /3� \ry' / / // I \ti'I 1.3 tie RES No. 133 /\ V} (S)12 PVC INV = 5.90
/ S 410 V / �/ / / i 1 1 1 1 It• r3 I ` FFE�15.04 �I� ( )
t� / S 12" PVC INV. = 7.50
1`Ffm 1 / o`` ^ j ts, 1
�4s0 , X 14.6 13 1
11
YARD DRAIN / ! /I / tj _ \\� 1 I 1 ,rye b I LOT 21 I ' �' 0)
TOP EL = 10.93 N0, 137
(N)12" PVC INV = 7.70 Ra15.04
12' PVC INV = 7.70 ! /$D4926 / ti
(S)y1 1 G I
2 s/ 1,.48 11 \ 1 ¢11 n o
v 110
n r^ 1.57 11 �
/1 /I 40,- / 12.41 f CQT 7g h 13.551 I \t LOT 201h1
c R / x 1z. 1 48 f Rfs`' �' RES NO.
I4-149je ►/ I/ 1 j�j��ty13.31
X
(O / 1 /)STORM 1 LOT 19
! 3. R�fis. T 2 / Rfs T %S l ��'3""".7"""z MANHO \ � 145.
1/J Cs 46j I 72X 12. t .38 /4,gjo 13!68 ��JJJ NO. try 13.6 I RES _
<O 407--
/'/ �/ x��5 ryo 13.b I LOT
/i Rfs T / R fsot, rg ®i J71 h �. 1 \' RES No. 149
°% ,,cc,�., X14.98 \
X19. X413.3 e / FFfo 48g I / / JJ/� 15ry� 13.6 93 { �\ FFE , f�ll`la N
12X12.1 / - .� / / \1 °oma
STORM MANHOLE SrOR X t .25/ / 1! ,� .41 o� LOT 1 x
N0. 8 NO 7 yaN l I 4 Q/J,� 1 \g. t3 2 I \� RES NO. 153
�s14.98 J\ 1 \
/
NOTES. X � . �' \ / I L�, / �• 13.05 ��., o � 9
1. THIS IS A TOPOGRAPHIC SURVEY. o No°RM,y / 12: / Rfs ,T '3 / 3 1�1° ryb I f \ STORM
2. BOUNDARY DATA ACCORDING TO THE PLAT THEREOF BEING r s o�f `� ` �, 1r 1.51LE
f� O 1/ f �'X/��so �� 12.82 D -----°- _ a 1 A No"s°
49
OCEANGATE, RECORDED IN PLAT BOOK 68, PAGES 36, 37, 38 / ��!" I/ e / ; ; / to s / I v2 / J \I STORI�4,13
AND 39 OF THE CURRENT PUBLIC RECORDS OF DUVAL l' ; /� coT T MANN
/ 7°. , , 1.� S i .31
/ Rfs / ? ! DR IN Rf ND 7 s / J/ N0, 4� -•_. �
a 1'7 ?" +•...' \^�. 13.5
COUNTY, FLORIDA. ,���� N � 4 7g2 X s � ; No�3 { /
3. NO BUILDING RESTRICTION LINES AS PER PLAT. , I/ 2s 1 s71x� - �/ / r3 7z, _ 2. h3.33 t3. 4 { X
4. BENCHMARK USED IS FOUND NGS BRASS CAP, DL5738 / /� R <or f 'QMH SOT r1 I / 1 .22 iJ �0_1� 13.26 LOT 1s
9 Rf 13 i I s 57 \ 3 5 \I ° 157
WEST SIDE OF MAYPORT ROAD SOUTH BOUND LANE. i 7
,0�o. / sN4 t / 3.t�,�6� Co CRETE WALt< S+2t ' '\ RES µ14S6 r ,
�`fa r F�
ELEVATION = 11.53 (NAVD 1988). 1 13" \ 13 a I {tis 11z
5. CMP DENOTES CORRU"GA"TED METAL PIPE. ® ; / / 1� 12.70 c { \
6. CPP DENOTES CORRUGATED PLASTIC PIPE. , ,
Res °T X\ti. / / ,� '\S 1
/ /' g y )4" m LOT 15 1 11
7: EL DENOTES ELEVATION. �' FFfr 4?sz ,� / X2.501 { % Rim°a.18s1
8. FFE DENOTES FINISH FLOOR ELEVATION. / ff� coT 10 , / ,� 9 ?�>
9. INV DENOTES INVERT. Mq k al / Rfs -1 1�!0 )/,� , Loi 14 (�
10. MES DENOTES MITERED END SECTION.
��r(/ / 9235 // fes 43130 / 1I / / 12.98 f2:59 ! 12. t 2.73 ,� ' RES
S 0 I ry6�1116
11. PVC' DENOTES .POLYVINYL CHLORIDE. �/NES ` x 12.1 fore�X x 12:3 z , Ii
12. SSMH DENOTES" SANITARY SEWER MANHOLE. E� S e Rfs 9 I \�'.� LOT { t1
P OF BANK. y�E / 4 /\\2.0 r z { \� ESN 3169 I 11
13. TOB DENOTES TO T 2 f Ii , X 11.2
g ' R _14.86 X i 11 .
/I fzs3 / \ r ?,� 12. I \�\ FFE . �s
�0 / ? ,..-.•+- THIS SURVEY WAS MADE FOR THE BENEFIT OF BEACHES HABITAT
Rfs T 8 / 1246 X \ry• / ; � .�, \ � x 12.95 \ I FOR HUMANITY.
a 73 I 12.89 `L9 - ,42.2 j ��` T\ \k 'h 0°' 12.7 2
X48 / \ti. /X 10.7 X\11 \ 1 \ti' \ti. \ry. SEE SHEET
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE J r LINE
1�s4 / CUh18 INLET l0.4 x Xi �� r2. MATCH
(AREA OF MINIMAL FLOOD HAZARD) AS WELL AS / ► / eb $� ' N� ¢ 0,,. ,.r.. IV►
\� \`I 2.21 X / t , mi
CAN BE DETERMINED FROM THE FLOOD INSURANCE
RATE MAP NUMBER 12031CO408J, REVISED
NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA.
DON- .- BOAT RIGHT, P.S.M.
"NOT VALID" WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
FLA. LIG: SURVEYOR AND MAPPER. No. LS 3295
LICENSED SURVEYOR AND MAPPER,
FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672
FILE: 2®,�-0953 DRAWN BY: DAF BOATWRIGHT LAND SURVEYORS,Inc. 15CJtJ ROBERTS QRIVE JACKSONVILLEo -_ CHECKED BEACH FLORIDA TE. JUNE 20 2019 SHEET 1 ®F 904241-8550
MAP SHOWING SURVEY OF
OOEANGATE, AS RECORDED IN P AT BOOK 68, PAGES 36 THROUGH 39
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
Vv
LoT
FFr$
mom/! x 1301 Q8 -
0 15 3.0 60 it / /l /! to, s / 12xiz. 2 h
RFs f ® CHUNE SEE SHEET hk1�6
SCALE: 1 = 30 / ! T
�f$U�O low* IMA i 11
ty / Jl, s ry LoT >.f r�/LOT 12 R !®g p �l RES N0. 1si2. / ��/�FFEd4.40a0LOT) .� / // � �` m \`I'' CO Q / RES f?�/ /� --I _�°� ry°i T t2. ? g / y / ` �i\rl,.1FSNO12.90 �// x '11.7 x ��ALOT.1177 I'Jf$/4 / �,/� x //X99 \ oIm y RES ��Q / \ ryb 12.2 1f1f.o 'CURBE13\ry9q p..OyICD~, LOT 10
f3.o2 / / i yTt1?m REs N0. 191 c,
LOT 3 /� f { / / `I l BENCHMARK: SET trAAG FFE=14.40 " O
<QT 3 f / Rfs ! ,, y I t�, / ELEVATION = 12. 3,1 (NA 19
' / L , � `LOTIl n
%9 s I .,Ju V f it ?x� \ry � N9 /iC 10.9 f ; ,2 :� o b 12.52 t3Ri4 1 g 5 t <,s1'Dv I�-
C/40l? x 12 l , f V // / x ss ss x0 rtoC rygb I �. �i RES NQ. 18 X tl
r C LOT 4 ' 3<17 / 3.0611 / / I o , '\Ec14.40 t I ry� N rn
n ' R OT i�' O
4 1jS /$7¢ 7 S4 �/ f . \h�\ fan on \ry 13 3 \\
® � �0 \\ 0/ � . / _ � 2.5 // ` /� � / 1, - I �� > � 1 ' \\ \ I Ln
\ (O t2X 72. f _ �j� 2. �J I �. / : I 1 �g r ryh j.. �'j I P INLET IIIIII�iJ���G1ff.. \ gry O _
T 1 // \ i f3.i4 I LOT 8 X No.12 a X
9.97a l8p10 / / X 10.1 1, 12.0 :1, 189 , i a W
o.5s O1 CHMARK: G / / \t bo 1 ✓' I F ry ' RES N0. a
�. ao.3o I o / Lor r %/ ry eF I \\. 9.�T CT »B t \ i\ ( �E.a14.52 h 1 0� V1
DISK. 3 3 \ I ��
\ry O J
to.2 t t2 v / RFs NQ / //x >q 11.2 �x ss NEIGHBORHOOD PARK \\ i I
0.04 / WgCk VO 1988) ` 12:33 /a13 j S6 I / 1 a LOT 7 + v (� ti
to.2s i iso I :3s 5' Vn� x 12. 7 / B /I a2 // / .3 / \\ 1 I G 193 Q a
0.65 1 uyy O Co, -
11.53 % l t �� RES N0.
XAR/� £
1 224 38M�T \ryL\ / R�$jo 2 f j �.77 4j 11 jl ' 11 i ' j 1 7 '\ \ryh L° N, Ni O
X 1 t.2
Jo- t2.1�O SSMH / `�78 �/ t .40 x 12 �;/ l , l ; I i ?sd, LOT 6 00
12.60 8 Oi X !t 7 X 70.2 , 70.0 I 1 X 13.39 , �I RES 140-197
/ 73.36 - -
Wqy p \N LOT / 13.31 I / ! x s.7 1 8, f3.�7 �Ec14.52
ry / X RF 7 / ! ! , X 10.aX 11. 1�
!/x tt.4 f X T2�' • -X t2.3 ' is �' S Af, 1 ! I ( 1 00 J
.18 CROP INLFjT�� $1, jS6 . 25 13.23 3.39/l 2 / , I \h' 13.41 m X
1 / i �/ I LOT 5 i yS
12.05 1.s3-- n / b ry• 201 \. �.
0 2 ✓/ _11 -- x'1a.�,e` �'��'tz 3 d/ , z.o5 z.4sC 4Ty F /' I , / p, ryb / 1 I 1 \ r s 1 �t
1 1 X72.1 / - 72.12 /`� oNC ASfM it/ 7 \h ' t ! i . i \ y RES N0.
x ios - ;� 1 // // ,I - 2.23 R f/y i R � xb / ! ` I N \ j FFEc1
t 1 4.52
/, �' : / - ° X 6 \ 12.2\ ---12 - = _ WA41C T 2.78 y` \h° / < n 12.: ( 1 ; ; \� \ .�
x f 1.0 /7//! % /X 9.6 " ` \ X tO.S_�, waw J c X 12.23 75 1 6 t 1d ' �; i of �°ry ,�
x�9 /¢0 .09 C -1 4 \ 9 �- >ai. 1� 1
� �i I
X 9.3 \ `\1 \ ONORFJF ` _ _ \ J3.0/��0 ; / / �x i X 142. I , j z f ; s !�
} { R
x 9.2 / : 27 ROgO os3; 1 \ , 1 / x fo.o 1 ; ; ci c o i m X I
X 8.2 h X 12.47 12.66 f7 \ l\ • I
ME$`N� 1 /"- ` �- �f..j2.2 `L- 12.87 y 1 .2 X 1146. X 10.2. ' X 9.9 y _ ; 1 I 1 LoT 4
• 6" PVC �� a 99 X 10.5 \ j I I \
L _ ��� . TQRM O 29 ? j 1. 1 1 I k RES z�4 525
4X�7-AX
52 x 12.x5 MANHOLE n / 1 1 I m \ FFE8.6XX 70.4 �� �� OB° 1hNO. 5 A 1\ ; I I i IX 9.2 .. / �... ." JZy6l '.XJ2 '.\bh O \ I I I q I i3 9
6" PVC l J X 8.8 7. X 1C hP j X17\ X 9.5 \ ` 12`\`� �� --- y \t +1 ® I \\ ; t T� �1 , 1
1 LOT 3 O
/ ! X 8.9 8.5 X 1 / X 9 X 9.2 ` - \ 1 ll,� j ! bb `��a 1 13.1 \i NO. 209 5 I X\ryo
/ s / ! \ !z7 ��'lh x 11.3 -� > _ I \ o s 2 RES
10.61 .l 1�• /l .� i'."\\\ % - 7.8\X g:f.7 8 X 9.4 `+.. ��..- j\ 42.862. -SC 12 \\ 1 \ ' �- JX j. x I ry.. x, \ -� ��. f\ FFEa14.52-
/ X X 8:9 l y i \ �l ry / 1 i `' 'd I O fZ7
6" PVC �� / I X -.7 X 10.5\\ 1. 3- ry \ h \0 x 9J gr
X 1 J.2/ ! -,.i- $� 1 9• 1 1\ ,�C 12/8 Oq, \ I \ I \`I•. ' X 9.7� 1 .Ii., 13.13 � y
X87 _ _ _ x 0.6\ \\ \� 13.351 bg 3.D- 2.: X10.2 �,yO�-.. ` ••� _ ! h"Sg'3 a+ _ b LOT 213
---- \ \ �b \ 1 - _ - 1 f o \I RES NQ. 1 [n
f x s.a i __-----� o \ \ \yt t2�R t3.3 \ = J MES NO. 2 6 I 1 \� ( 1\ �c14.52
6" PVC X8.9 0�� X8.9 X89��\ 9.2 t4\x\ \\ j 12.9 �'? OSS �� \0� , %! l t .6 \ ��� O 13 X
roll /1z.2�
TRACY -'A" g. 9` �� r s x 82.5
1,112.211
�_ MES O. 3� A1. 0 `-\\ 72.8 \ X toy----__� X 10.4_ _ - - X 1\ry X 12.5 LOT 1 `\ry• \ry
STORMWATER MANAGEMENT FACILITY ee 9. X \ \ 1 12.66 \ \ \ \ `ly__-% �- - \h���c 6X
X 1r.z it/,651-
r o DRAINAGE EASEMENT x �` � x \ IX 72.4 I ryg 12.6 \ Y �` ,� RES N0. 52
! /g. 6".PVC • `-; XI h' 7Z.8 `y X1t.5 X11.4 \-� 12.69 .1 X .
j
1y42.3 1 6" PVC ted, l" I� ? \\. 13.ZG 2 - _ 'CO 3- FFE�`14.52 X _ 12.87
10.� 0 •6" PVC If g• IX 12.3 \.\ \ l \
�c d( I i \ `12.50 6 -"TOB :57 13.00 OSSAMH, \ t
MES NO. 4 / X 1,�i•4 / \ \ CO WALK10
\hh L S 13ps x
\ \ - }v\\ 13.21 , ' , 12.56 \ \
-+ T ---------_�--
foss r / \ \ \ - - - - - - _ - 3i x� �' i o/ A \. 7 ?6 �? I; URB & GUTTE 2./ e ao ,? x 1z. s�o _ __ (�� [R-
! I .^- -_ ,.._ - _....+ - 7 3 x ry 6 •s �j�+V' `�' X 12.85
! / I \aLo 10- - - - "' - 1b3 X "10 a I` g ,�5, i x 3 a j9K ry' -_
I , jC.--------- X7AS•------ JEi-1:8----------------X1.0.9__.-____-- _ QX, 1 .4•� 12.4 9g . ,\3y X 04E GATE �.' "IVE \ \ry- , w�RISE • w
X 1p.7 / T1----- R-1 .3 rtt----------11-----�r -- , , .� \\• , 1 .4 a x g x 12.29 ?s Q s, �.il`t
t �.`x f7.5 -__-___ ------------ \? �a i�0 �' `2ROP INLET ���`` \\ 2 4Q RIGHT -OF -WA h 0 12.65 AR{A8 ryWIDTf1 _ B
------- -- ---------------- ---- _
1 / I •• ------------------- x \ _^�. COC U \ry• Tt
! \ � 12------- 12 - }___ � rto:� �� \ry- 1\ coNCRE x ,2a� �. -
�C-i3.6-----X-1-29-- . _ •-*42.8_.._ .. _..: - .. �C^fz.9- - • - . _ ^- :. .._ .. _ 2 c? °0 \ ro ..Ti' - \�'' 2.7s _
9°�
®TQB - --t2.8'_' . b S^ --�_--- _ `'72\ Xaa .,� 12.5 gb X 12.4 10 9ry bh \ry9ry ROAD .,5_.....-__ - - `? R X 12.8
! / �-----------------12-------------------- s_' -12-erre--_-----1-��"----_ _ \� x 12.9 X�
---- jE-.'.---- \ry' , X-12.0. X 12.6 X 12.8 -
I - ?x#20---- .__---- -- 3EfiY0 -- __ ® X _ 0- ^-- --- -__ - 12-------
---------- X 12.6 d
\ / i1.5X tf.6X 4 --
\°' --------------- 11--- \\. -----lll------------ 612.47'
'+ q /�
/ S 9 "2 " 4- W - s
SEE SHEET 1 OF 2 FOR STORM
STRUCTURE SCHEDULE
OFFICIAL RECORDS BOOK 3373, PAGE 608
OFFICIAL RECORDS BOOK 5606, PAGE 2223
NOTES:
00
1. THIS IS A TOPOGRAPHIC SURVEY.
S
2. BOUNDARY DATA ACCORDING TO THE PLAT THEREOF BEING
OCEANGATE, RECORDED IN PLAT BOOK 68, PAGES 36, 37, 38
AND 39 OF THE CURRENT PUBLIC RECORDS OF DUVAL
1
COUNTY, FLORIDA.
3. NO BUILDING RESTRICTION LINES AS PER PLAT. / 1
4.. BENCHMARK USED IS FOUND NGS BRASS CAP, DL5738
WEST SIDE OF MAYPORT ROAD SOUTH BOUND LANE.
ELEVATION = 11.53 (NAVD 1988).
5. CMP DENOTES CORRUGATED METAL PIPE. -
6: CPP DENOTES CORRUGATED PLASTIC PIPE. _- - - - - - - - - -- - - - - - - - - - -
7. EL DENOTES ELEVATION. NORTHERLY RIGHT-OF-WAY [1 -NE
8. FFE DENOTES FINISH FLOOR ELEVATION.
9. INV DENOTES INVERT.
10. MES DENOTES MITERED END SECTION.
11. PVC DENOTES POLYVINYL CHLORIDE. A T L. A N T I C B O .0 L E V A R D
12. SSMH DENOTES SANITARY SEWER MANHOLE.
13. TO® DENOTES TOP OF BANK.
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS
CAN BE DETERMINED FROM THE FLOOD INSURANCE
RATE MAP NUMBER 12031CO408J, REVISED
NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
. _ DAF SURVEYORS,inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA DATE: JUNE 20 019 SHEET 2 OF 2 (904)241--8550
Y FILE 2019-0953 DRAWN BY. BOATWRIGHT LANDIII
CHEGKE®B