1175 ATLANTIC BLVDCONST TRLRMAP SHOWING SURVEY OF
BLOCK 11, 12 AND 13, SEC77ON H" A7LAN77C BEACH,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11, 12 AND
13 LYING WITHIN THE EXISTING RIGHT OF WAY OF ATLANTIC
BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH
RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF
7RANSPORTA77ON RIGHT OF WAY TRANSFER MAP SEC77ON 72100.
REGRADE 100 LF t OIL
BOTTOM SWALE WITH 21 S
TO MATCH EXISTING. SOD A
-DISTURBED AREA - - - j
WEST IST STREET (50' RA)
ST -7 ST -9 SAI AH-
ry
MES toP=(r.-.7,i
MES
INV. EL -4.9e•
(4.80)
BLOC 10
SURVEYOR'S NOTES
7. Bearings are based on the S. R/W LINE OF WEST IST STREET (N8930'37"E).
2. This Is a BOUNDARY AND TOPOGRAPHIC SURVEY.
3, Elevations shown thus (150) refer to North American Vertical Datum
of 1900, (NAVD 83).
4. By Grophic plotting only, the property shown hereon lies within Zone: "X"
as shown on the Federal Emergency Management Agency (F.E.M.A.), Notional' Flood Insurance
Program, Flood Insurance Rate Map (F.IR,M.) Community -Panel Number 12031C 0406 H
Map Revised date : 6-3-13
5. Unless otherwise noted any portion of the parcel that may be deemed as Wetlands
by State or Governmental Agencies, has not been determined and any liability resulting
therefrom is not the responsibility of the undersigned.
6. Thera may be Restrictions or Easements of Record evidenced by title examination that
have not been shown hereon.
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL
PURPOSES ONLY, AND 13 NOT VALID.
(30) (5.7)-io
>� 7.7
(5.8) �5J {7. 15' HOPE) 060 F
• I ST -3 dei
TYPE "C" INLET
s"c.o.
wPP
IM4
DEFINITION ABBREVIATION DEFINITION
L, 8, Licensed Business
B SO;cj
BLOCK 11
STUBOUT - 389 -(aa
-
6"C.G.
(78) 16 1 LF
_
FFE = 9,75
N
(OPTIONAL) aft (8.30)
114
317
Point of Reverse Curvature
OHL
adTe�Lines
Overhead !Ines
P.1.
R W
IS HDPE)
Field Measured
Radius equals
t
Official Records Volume R=
Deed Book L=
Arc Lan th equals
D. B.
P
(a 78) �+
Chord Bearing Dist quals
Delta or Central Ang u
3. . L.
Esmt
Easement LP.
Cones
Iron Pipes
Concrete
A-10)
(2.9)
I
ST -6
49 ,
I
SSS""
'7
TYPE "C"
INLET I
el
Ill
X -X DENOTES FENCE
0 DENOTES 1/2" IRON PIPE SET
a78 (094
OND�-
TOP EL
EL. 8-36^(6"
860(7,99)
WEIR)(8.24&(4.9)
10 IF STUp,BOOOT e
/ �y4" pOND BOTTOM
EL
ST -SLOT
INV. ESUMP
EL 4.00 (GROUT
5.Oe
FULL)
1
I 8
/ (7.7) ,� (-)2'O
4.05)�,
(29)
BLOC 10
SURVEYOR'S NOTES
7. Bearings are based on the S. R/W LINE OF WEST IST STREET (N8930'37"E).
2. This Is a BOUNDARY AND TOPOGRAPHIC SURVEY.
3, Elevations shown thus (150) refer to North American Vertical Datum
of 1900, (NAVD 83).
4. By Grophic plotting only, the property shown hereon lies within Zone: "X"
as shown on the Federal Emergency Management Agency (F.E.M.A.), Notional' Flood Insurance
Program, Flood Insurance Rate Map (F.IR,M.) Community -Panel Number 12031C 0406 H
Map Revised date : 6-3-13
5. Unless otherwise noted any portion of the parcel that may be deemed as Wetlands
by State or Governmental Agencies, has not been determined and any liability resulting
therefrom is not the responsibility of the undersigned.
6. Thera may be Restrictions or Easements of Record evidenced by title examination that
have not been shown hereon.
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL
PURPOSES ONLY, AND 13 NOT VALID.
(30) (5.7)-io
>� 7.7
(5.8) �5J {7. 15' HOPE) 060 F
• I ST -3 dei
TYPE "C" INLET
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
- - - - - v-
oil
iW111 W1rA�
45LF-15"RCP WITH
�LIMEROCK BACKFILL TO
TO BOTTOM OF
DRIVEWAY SLAB. WRAP
JOINTS PER DETAIL.
IT -8 0 20 40 80
IES
G-H/C SCAL_ /N FEET
�¢ 7'- 20'
X- }:-
k I
I
i
I
I
x I
I
I
D -ST -4. TYPE C" INLET
TOP EL. &60'•(789)
INV. EL. 3:80^(S)(d70)
INV. EL. 3.60• (N)(A71)
s"c.o.
TOP EL. 3:30( J
INV. EL. •4s6e 4)NE
DEFINITION ABBREVIATION DEFINITION
L, 8, Licensed Business
n
BLOCK 11
STUBOUT - 389 -(aa
-
6"C.G.
•, : ;NV
AND PLUG
FFE = 9,75
N
(OPTIONAL) aft (8.30)
I
317
Point of Reverse Curvature
OHL
adTe�Lines
Overhead !Ines
P.1.
R W
Point of Intersection
Right of Way (F, M.}
Field Measured
Radius equals
t
Official Records Volume R=
Deed Book L=
Arc Lan th equals
D. B.
P
(a 78) �+
Chord Bearing Dist quals
Delta or Central Ang u
3. . L.
Esmt
Easement LP.
Cones
Iron Pipes
Concrete
"I
I
49 ,
I
ra2'y
INT'.,
0
em
el
Ill
X -X DENOTES FENCE
0 DENOTES 1/2" IRON PIPE SET
a78 (094
WITH CAP, R. MKLER & ASSOC.
8r30-
,yam.,_
10 IF STUp,BOOOT e
DENOTES IRON PIPE FOUND
(8.88)LE
FUTURE PVC OCCNNEEtRON/,,,, (a85)
1
REFER TO PLUMBING
4.05)�,
CRUSHED
.--
(9.17) STONE
a
I
SURFACE
9. }J
z
PLANS FOR ROOF DRAINS
•400)
I
,
AND TRENCH DRAIN
i
a80 (8,58)
I
I TRENC
(a JB) z
PIPING UNDER SLAB
(d29) ST -1
TYPE °C" INLET
TOP E.L, •8:80-(7,8
J
INV. EI.. 4.38'(4.31
aJ? (4.J9)E
(4, J9}W SN
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
- - - - - v-
oil
iW111 W1rA�
45LF-15"RCP WITH
�LIMEROCK BACKFILL TO
TO BOTTOM OF
DRIVEWAY SLAB. WRAP
JOINTS PER DETAIL.
IT -8 0 20 40 80
IES
G-H/C SCAL_ /N FEET
�¢ 7'- 20'
X- }:-
k I
I
i
I
I
x I
I
I
D -ST -4. TYPE C" INLET
TOP EL. &60'•(789)
INV. EL. 3:80^(S)(d70)
INV. EL. 3.60• (N)(A71)
STUBOUT L
unun �I AND PLUG Y 8.55
ArJeJ;ca +-�.
a05
N89'40'4a`'"If`i42.73'
� ccvrc spv L3�
,.rte
z' cuRe ;e Curr;
INSTALL FDOT
APPROVED INLET
PROTECTION
CURB TRANSITION TO FLUSH
6.58
a 8.13
DROP CURB
FLOW LINE
m
ELEV. 8.00
FLOW LINE
ELEV. = 5.
(180) 8.06
A7LAN77C BOULEVARD (STATE ROAD NO. 10)
R1GHr or WAY VARIES PER FDOT R/W TRANSFER NAP sroToN 72100
DRAIN
46)
WY I I b
i _ I
GREENHOUSE _1
(83' X 132)
I
8,316 SF± I_
`�-
FIFE = 9.75
AT ALL EDGES
I Asaua.cr
-5 FT TOP LANDING
B"PVC TRENCH
5=0.5 DRAIN
R 9
I
I
I
CONNECT ROOF AND TRENCH
DRAINS TO 8" PYS INV • 1f
(91.4 - PVC(5.00 I
r-6' CURB TRANSITION TO
S83 30 3 r 147.80 `
-CURB TRANSITION
TO FLUSH INSTALL FOOT
-FLOW UNE APPROVED INLET
ELEV. = 6.18± PROTECTION
IDEWALK FOLLOWS BACK
IF CURB ELEVATION
2:1 SS RAMP SECTION (6 FT TYP.) (MAX.)
1 FT "BOTTOM" LANDING AREA
s"c.o.
HEADHOUSE
DEFINITION ABBREVIATION DEFINITION
L, 8, Licensed Business
P.C.P.
P.R.M.
U
6"C.G.
•, : ;NV
4.25±
FFE = 9,75
I
Point of Curvature
Point of Tangency ASC
C. A. T. V.
I
NV 4.601
Point of Reverse Curvature
OHL
adTe�Lines
Overhead !Ines
P.1.
R W
Point of Intersection
Right of Way (F, M.}
Field Measured
Radius equals
I
Official Records Volume R=
Deed Book L=
Arc Lan th equals
D. B.
P
po e Cir.=
Binding Restriction Line �=
Chord Bearing Dist quals
Delta or Central Ang u
3. . L.
Esmt
Easement LP.
Cones
Iron Pipes
Concrete
"I
I
I
ra2'y
INT'.,
\J DENOTES CONCRETE MONUMENT
em
el
Ill
X -X DENOTES FENCE
0 DENOTES 1/2" IRON PIPE SET
WITH CAP, R. MKLER & ASSOC.
8r30-
,yam.,_
;'
DENOTES IRON PIPE FOUND
pJ
1
REFER TO PLUMBING
4.05)�,
N
1
�i
PLANS FOR ROOF DRAINS
•400)
I
AND TRENCH DRAIN
•
I TRENC
3
+
PIPING UNDER SLAB
STUBOUT L
unun �I AND PLUG Y 8.55
ArJeJ;ca +-�.
a05
N89'40'4a`'"If`i42.73'
� ccvrc spv L3�
,.rte
z' cuRe ;e Curr;
INSTALL FDOT
APPROVED INLET
PROTECTION
CURB TRANSITION TO FLUSH
6.58
a 8.13
DROP CURB
FLOW LINE
m
ELEV. 8.00
FLOW LINE
ELEV. = 5.
(180) 8.06
A7LAN77C BOULEVARD (STATE ROAD NO. 10)
R1GHr or WAY VARIES PER FDOT R/W TRANSFER NAP sroToN 72100
DRAIN
46)
WY I I b
i _ I
GREENHOUSE _1
(83' X 132)
I
8,316 SF± I_
`�-
FIFE = 9.75
AT ALL EDGES
I Asaua.cr
-5 FT TOP LANDING
B"PVC TRENCH
5=0.5 DRAIN
R 9
I
I
I
CONNECT ROOF AND TRENCH
DRAINS TO 8" PYS INV • 1f
(91.4 - PVC(5.00 I
r-6' CURB TRANSITION TO
S83 30 3 r 147.80 `
-CURB TRANSITION
TO FLUSH INSTALL FOOT
-FLOW UNE APPROVED INLET
ELEV. = 6.18± PROTECTION
IDEWALK FOLLOWS BACK
IF CURB ELEVATION
2:1 SS RAMP SECTION (6 FT TYP.) (MAX.)
1 FT "BOTTOM" LANDING AREA
ori ORM ATION PROVIDED BY:
AP WN b VJkE � JIRM1CTING
ADDRESB� 150]45 AL ILD I
JA
-f• ( N1 5-aOsb
I HEREBY CERTIFY THAT THE MATERJALS AND OJANITIE4
USED N - OGJSiRUCTCW OF. _ NAiER
_PAVEMENT MAIN_FORCE MAIN
CURB k CUTTER '
S ITEM CRAINAGE FT STATION
_ SANITARY BEWER
GRA'Ntt SYSTEM
NFE IN D COUNCTYISPEDFCATIONS. UNLESS OT*110 "DHAtMSE APF D- BY -
THE
REO'.'IATORY AGENCY,
GNANkE
NAME
STATE U�ENSE Np�1Y
AS BUILT INFORMATION PROVIDED BY:
B]O: RIC -D A. MILLER m 111-ATEE
tE BEACH EVJLEVARO. VATE
JACkSON'd11E� FLORIDA 32216
PNONE: (906) ]21-1226
I HEREBY CERT:F'I MAT THE:
_PAVEMENT ._WATER MAIN
NF5 3WTIER-_FDFCu MNN
STORM k DRANA,EFE 51ATIGN
SYSTEM -SANT BEWER
CL, SYSTEM
THE MCRIZONTAL AND \fR1iCAL LCCA "ONE" AS
STPNDM 5OF
'El' LIICEUAS 0 TLINEO AND SET El THE
F[R'iH BY THE FL-IIOA EOARD OF PALfES9WAL LAND
H I
SURYEI ORS AND MAPPERS, IN CHAPTER 5J-t].G91 a^t0 SJ-1].OiS
FLORIDA-MNUSTPA54E LODE.
ftHISEDURGL IOF NAT _A IJCG.£OT SURVEYDR AND ND"O'
DRAWING FlLE NAME:
TE OF FIELD EARVE ".
ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY
ABBREVIATION
DEFINITION ABBREVIATION DEFINITION
L, 8, Licensed Business
P.C.P.
P.R.M.
Permanent Control Point
Permanent Reference Monument R.L.S.
Registered Lord Surveyor
Electric Authority
P.O.B.
Point of Beginning J.E.A.
EQUIP
Jackson vine
Equipment,
P. C.
P.T.
Point of Curvature
Point of Tangency ASC
C. A. T. V.
Air Conditioner
Cable sion
P.R.C.
Point of Reverse Curvature
OHL
adTe�Lines
Overhead !Ines
P.1.
R W
Point of Intersection
Right of Way (F, M.}
Field Measured
Radius equals
Official Records Volume R=
Deed Book L=
Arc Lan th equals
D. B.
P
po e Cir.=
Binding Restriction Line �=
Chord Bearing Dist quals
Delta or Central Ang u
3. . L.
Esmt
Easement LP.
Cones
Iron Pipes
Concrete
cp
LEGEND
\J DENOTES CONCRETE MONUMENT
X -X DENOTES FENCE
0 DENOTES 1/2" IRON PIPE SET
WITH CAP, R. MKLER & ASSOC.
DENOTES IRON PIPE FOUND
(NOTED)
ori ORM ATION PROVIDED BY:
AP WN b VJkE � JIRM1CTING
ADDRESB� 150]45 AL ILD I
JA
-f• ( N1 5-aOsb
I HEREBY CERTIFY THAT THE MATERJALS AND OJANITIE4
USED N - OGJSiRUCTCW OF. _ NAiER
_PAVEMENT MAIN_FORCE MAIN
CURB k CUTTER '
S ITEM CRAINAGE FT STATION
_ SANITARY BEWER
GRA'Ntt SYSTEM
NFE IN D COUNCTYISPEDFCATIONS. UNLESS OT*110 "DHAtMSE APF D- BY -
THE
REO'.'IATORY AGENCY,
GNANkE
NAME
STATE U�ENSE Np�1Y
AS BUILT INFORMATION PROVIDED BY:
B]O: RIC -D A. MILLER m 111-ATEE
tE BEACH EVJLEVARO. VATE
JACkSON'd11E� FLORIDA 32216
PNONE: (906) ]21-1226
I HEREBY CERT:F'I MAT THE:
_PAVEMENT ._WATER MAIN
NF5 3WTIER-_FDFCu MNN
STORM k DRANA,EFE 51ATIGN
SYSTEM -SANT BEWER
CL, SYSTEM
THE MCRIZONTAL AND \fR1iCAL LCCA "ONE" AS
STPNDM 5OF
'El' LIICEUAS 0 TLINEO AND SET El THE
F[R'iH BY THE FL-IIOA EOARD OF PALfES9WAL LAND
H I
SURYEI ORS AND MAPPERS, IN CHAPTER 5J-t].G91 a^t0 SJ-1].OiS
FLORIDA-MNUSTPA54E LODE.
ftHISEDURGL IOF NAT _A IJCG.£OT SURVEYDR AND ND"O'
DRAWING FlLE NAME:
TE OF FIELD EARVE ".