1175 ATLANTIC BLVD - AS BUILT PLANMAP SHOWING SURVEY OF
BLOCK 11, 12 AND 13, SECTION "H" A TLAN TI C BEACH,
ACCORDING TO THE PLA T THEREOF, AS RECORDED IN PLA T
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 A TLANTI
BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH
RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF
TRA NSP OR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100.
REGRADE 100 LF f OF
V -BOTTOM SWALE WITH 2:1 SS
TO MATCH EXISTING. SOD ALL
DISTURBED AREAS
EXWING
nRE HYDRANT
,qac . �......... �.�.,-.�. M ...H..���..,....� .
ff"
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
f... k.......M ..M... M ... .._____ --..... ---- .....___ ................. �....�.�...,�....�....... _.�_ _.._....�.
45LF-15"RCP WITH
LIMEROCK BACKFILL TO
TO BOTTOM OF
:8....................................�.."........ DRIVEWAY SLAB. WR
AP
"� g .................. �..� ........................ �g . kY R � �......� ...-.......... .................................... .............. �. ��.��.."_�-..,,.........,..........,._....- JOINTS PER DETAIL.
WEST 1ST S TREE T (50' R/W)
ST -9 ,,...� .... ��'.. ST-8
ST-7 `'�, MES
MES MES ;,,r; �, r. ,
INV. EL. --4-4&
(4.80) 4' ..........., C.."" M1(7.99) .. - --...
_-,_.....�..�..�..�..�.N..,.._M ._.,.� ,...,..,.H................................................................................ ........"..........---------- �,.,...�.._.........._.......,,-......�..... �.....-.............................,...�...��,......,,......, ,� �.. A _�.
4.7 4.8 �(�.., N89 °30'37"E 190.50' s..., H a � i
%_ a 6.50
7.8 f LF
7.8 X X
IAI
I14. LF r5.8) (5.9)
( TOP OF BANK (AB) (5.9) GA TE
I 12 HDPE) ..��."-�.......-�,.... ,......,....Y._ .............
�.�_.............� � ' � POST
I I..........................�..................... %{5• N
a
;
�(2.9) `,.(3.0)
isy ) I
.S 3•
TYPE "C" INLET S OND
TOP EL. -8:•6$ 7 9 f S �. 0
,� ( I Pte`
/POND BOTTOM ST -5 MES
SLOT EL. 15.31- (6 WEIR) (6.2) f� P��` L. INV. EL. 3. ss � ST -4
INV. EL. -5-8(4.9 ,) I ; �i �q3
CRUSHED
TYPE C INLET
SUMP EL. 4.00 (GROUT FULL) "�f °Q° (-)2.00,,,, __- 2.9) µ ..w-/,/5 / STONE : --- "'' TOP EL. $•e�(7.89)
f SURFACE INV. EL. -3819 (S) (3.70)
INV. EL. 3.68- (N)(J.71)
15 HDPE)
(8) B
� 8.0
� 9.00
s
;� ( � '•� • ~. ,.",. 8.80 �8.50
-� (5~4) "I PUMP
HOUSE
I
ST -3 . (9.0
,Ig 865
•�-�....� � 8.60
�j3) �.......,.- TYPE " " INLET �� (9:D1,� (8.99 LIGHT
TOP L. -$-3G (8. 9) 60, , •.
:..'.i'..,: /, a d POLE
I N V. EL. -4- 9E) (3. 4)NE 9.00 a CONC.
(3.78)E
(3.99)S c1
�........E3; ; ,,.. 1 (3.78)W
L
�,fs. ,
. w� w - _ _ 9.70 ELECTRIC-�
WA LINEti_ W w W w PANEL
STUB 0 U T TOP= 7.39) _
Co AND PLUG [RD
4 sEWE LINE 8 s s s �' C,9164)_a 914-N a �.
N A Q(9.7 a 9'
BL 0 CK
(OPTIONAL) TOP= 6.69) - - - - 5.3'
A r ,
80
e
0 8.60 A ROOF DRAIN
^
rn I
ROOF DRAIN CLEANOUT O
cv 0 _
Q) POLE T �. CLEANOUT FARMHOUSE BUILDING IC14
4 9.00 91 (8
FFF_ :-99 -
.75 _ - 9.75
vW
.w ...........
CON 4 ,
ROOF DRAIN; X 40')
x , ' 8 6(1 CLEANOUT ROOF DRAIN - a
I 9 1') 9 -
N CLEANOUT
13.5' p °
-ti ST_ 2 5.3
10 LF STUBOUT v
W 4" PVC FOR TYPE "C" INLET
9
a op
v .fi0 � >c
POSSIBLE FUTURE TOP EL. •8.38
k� METAL CONTAINERS CONNECTION NV.
A.
of - (4.05) N '
�..�.n..s (4.00) 5.0
I �
13.5' I
x n 9.70
co 9.20
C
�
S::�X
CRUSHED I O�
STONE sso A I Z ,,,��.� ..-.�.,....,,_� �........................
I o SURFACE
Mo
4 A GRE NHOUSE
-rl 10 (63'x 84) I
8.40
.0 75 FFE = 9.
I 3
8.95) 4 9.60
N AT ALL EDGES
,...7.
ST -1 p °X 5 FT TOP LANDING
I T E 'C" INLET
' OP EL. �9-(7.85
-�s V. EL. ;15e 4.31
8.60 0
ROOF DRAIN
(4.39)E
CLEANOUT 5.0
4� 4.39)W STUB A s.00 \Q-1
t.STUBOUT R 8.� - CONNECT ROOF
GATE N
% - AND PLUG GATE
DRAINS TO 8" PVC
ANCHOR
POST 0 POST 500 _ INV �:-8a
8.20 �' o
(91.4 LF 6" PVC) (6, 00)1
`J 7.00
6' CURB TRANSITION TO FLU$H
;.
£' N89 °40'45 "W 142.7J' A 6.40 S89 °30 36.,W,1 47.80""'
_... �.,�................... _ ....-. , - ; ........�.....�.....__....M..-........,--........... .,....,..,..,...,. - r-_--__----- .. ....................... I............................ .--.'..
..................................................................,....,...
(6.32) .. ln. MA • � '
.,.,,..-,
....................................".............,....,,..,,....-,...-......................,.............,........--."-...-...i..... --
�NN� f�/V�� Il •-t.•--------------•------.,..--.....-........-.........-............ .I. Zi-
..
SURVEYOR'S NOTES
.........
s , ;.,.
....
DEFINITION
s
Permanent Control
s
L. B.
Licensed Business
7 (6-08A
(s.13)
REGRADE 100 LF f OF
V -BOTTOM SWALE WITH 2:1 SS
TO MATCH EXISTING. SOD ALL
DISTURBED AREAS
EXWING
nRE HYDRANT
,qac . �......... �.�.,-.�. M ...H..���..,....� .
ff"
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
f... k.......M ..M... M ... .._____ --..... ---- .....___ ................. �....�.�...,�....�....... _.�_ _.._....�.
45LF-15"RCP WITH
LIMEROCK BACKFILL TO
TO BOTTOM OF
:8....................................�.."........ DRIVEWAY SLAB. WR
AP
"� g .................. �..� ........................ �g . kY R � �......� ...-.......... .................................... .............. �. ��.��.."_�-..,,.........,..........,._....- JOINTS PER DETAIL.
WEST 1ST S TREE T (50' R/W)
ST -9 ,,...� .... ��'.. ST-8
ST-7 `'�, MES
MES MES ;,,r; �, r. ,
INV. EL. --4-4&
(4.80) 4' ..........., C.."" M1(7.99) .. - --...
_-,_.....�..�..�..�..�.N..,.._M ._.,.� ,...,..,.H................................................................................ ........"..........---------- �,.,...�.._.........._.......,,-......�..... �.....-.............................,...�...��,......,,......, ,� �.. A _�.
4.7 4.8 �(�.., N89 °30'37"E 190.50' s..., H a � i
%_ a 6.50
7.8 f LF
7.8 X X
IAI
I14. LF r5.8) (5.9)
( TOP OF BANK (AB) (5.9) GA TE
I 12 HDPE) ..��."-�.......-�,.... ,......,....Y._ .............
�.�_.............� � ' � POST
I I..........................�..................... %{5• N
a
;
�(2.9) `,.(3.0)
isy ) I
.S 3•
TYPE "C" INLET S OND
TOP EL. -8:•6$ 7 9 f S �. 0
,� ( I Pte`
/POND BOTTOM ST -5 MES
SLOT EL. 15.31- (6 WEIR) (6.2) f� P��` L. INV. EL. 3. ss � ST -4
INV. EL. -5-8(4.9 ,) I ; �i �q3
CRUSHED
TYPE C INLET
SUMP EL. 4.00 (GROUT FULL) "�f °Q° (-)2.00,,,, __- 2.9) µ ..w-/,/5 / STONE : --- "'' TOP EL. $•e�(7.89)
f SURFACE INV. EL. -3819 (S) (3.70)
INV. EL. 3.68- (N)(J.71)
15 HDPE)
(8) B
� 8.0
� 9.00
s
;� ( � '•� • ~. ,.",. 8.80 �8.50
-� (5~4) "I PUMP
HOUSE
I
ST -3 . (9.0
,Ig 865
•�-�....� � 8.60
�j3) �.......,.- TYPE " " INLET �� (9:D1,� (8.99 LIGHT
TOP L. -$-3G (8. 9) 60, , •.
:..'.i'..,: /, a d POLE
I N V. EL. -4- 9E) (3. 4)NE 9.00 a CONC.
(3.78)E
(3.99)S c1
�........E3; ; ,,.. 1 (3.78)W
L
�,fs. ,
. w� w - _ _ 9.70 ELECTRIC-�
WA LINEti_ W w W w PANEL
STUB 0 U T TOP= 7.39) _
Co AND PLUG [RD
4 sEWE LINE 8 s s s �' C,9164)_a 914-N a �.
N A Q(9.7 a 9'
BL 0 CK
(OPTIONAL) TOP= 6.69) - - - - 5.3'
A r ,
80
e
0 8.60 A ROOF DRAIN
^
rn I
ROOF DRAIN CLEANOUT O
cv 0 _
Q) POLE T �. CLEANOUT FARMHOUSE BUILDING IC14
4 9.00 91 (8
FFF_ :-99 -
.75 _ - 9.75
vW
.w ...........
CON 4 ,
ROOF DRAIN; X 40')
x , ' 8 6(1 CLEANOUT ROOF DRAIN - a
I 9 1') 9 -
N CLEANOUT
13.5' p °
-ti ST_ 2 5.3
10 LF STUBOUT v
W 4" PVC FOR TYPE "C" INLET
9
a op
v .fi0 � >c
POSSIBLE FUTURE TOP EL. •8.38
k� METAL CONTAINERS CONNECTION NV.
A.
of - (4.05) N '
�..�.n..s (4.00) 5.0
I �
13.5' I
x n 9.70
co 9.20
C
�
S::�X
CRUSHED I O�
STONE sso A I Z ,,,��.� ..-.�.,....,,_� �........................
I o SURFACE
Mo
4 A GRE NHOUSE
-rl 10 (63'x 84) I
8.40
.0 75 FFE = 9.
I 3
8.95) 4 9.60
N AT ALL EDGES
,...7.
ST -1 p °X 5 FT TOP LANDING
I T E 'C" INLET
' OP EL. �9-(7.85
-�s V. EL. ;15e 4.31
8.60 0
ROOF DRAIN
(4.39)E
CLEANOUT 5.0
4� 4.39)W STUB A s.00 \Q-1
t.STUBOUT R 8.� - CONNECT ROOF
GATE N
% - AND PLUG GATE
DRAINS TO 8" PVC
ANCHOR
POST 0 POST 500 _ INV �:-8a
8.20 �' o
(91.4 LF 6" PVC) (6, 00)1
`J 7.00
6' CURB TRANSITION TO FLU$H
;.
£' N89 °40'45 "W 142.7J' A 6.40 S89 °30 36.,W,1 47.80""'
_... �.,�................... _ ....-. , - ; ........�.....�.....__....M..-........,--........... .,....,..,..,...,. - r-_--__----- .. ....................... I............................ .--.'..
..................................................................,....,...
(6.32) .. ln. MA • � '
.,.,,..-,
....................................".............,....,,..,,....-,...-......................,.............,........--."-...-...i..... --
�NN� f�/V�� Il •-t.•--------------•------.,..--.....-........-.........-............ .I. Zi-
..
(6.90)
CURB TRANSITION
TO FLUSH
FLOW LINE
ELEV. = 6.18f
INSTALL FDOT
APPROVED INLET
PROTECTION
SIDEWALK FOLLOWS BACK
OF CURB ELEVATION
12:1 SS RAMP SECTION (6 FT TYP.) (MAX.)
5 FT "BOTTOM" LANDING AREA
0 20 40 So
GRAPH/C SCA L E /N FEET
1 "- 20'
ABBREVIATIONS THA T MA Y BE USED IN THIS SUR VEY
ABBREVIATION
SURVEYOR'S NOTES
.........
s , ;.,.
....
DEFINITION
Permanent Control
Point
L. B.
Licensed Business
7 (6-08A
(s.13)
R. L. S
Registered Land Surveyor
1.
s are based on the S. R .
Bearings W LINE OF WEST 1ST STREET N89°30'37"E
g � �
(
INSTALL FDOT
APPROVED INLET
J.E.A.
DROP
CURB
Poin t of Curvature
2.
This is an AS -BUIL T SURVEY
PROTECTION
P. T.
FLOW
LINE
A/C
J.
Elevations shown thus (15.0) refer to North American Vertical Datum
Poin t of Reverse Curvature
C.A. T. V.
ELEV.
= 6.00
Poin t of In tersec tion
OHL
o f 1988, (NA VD 88).
CURB TRANSITION TO FLUSH
FLOW LINE5.794.
(F. M.
Field Measured
O.R. V.
By Graphic plotting only, the property shown hereon lies within Zone: "X"
R=
ELEV. _
D. B.
Deed Book
L=
as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance
Pg.
(5.80)
s.os
( )
Ch.=
Chord Bearing & Distance equals
B. R. L.
Program, Flood Insurance Rate Map (F.I.R.M.) Community -Panel Number 12031C 0408 H
Line
Z�, =
Delta or Central Angle equals
Esm t
Eosem en t
Map Revised date : 6- 3-13
Iron Pip e
Con c.
5.
Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands
LEGEND
O
by State or Governmental Agencies, has not been determined and any liability resulting
MONUMENT
X- x
DENO TES FENCE
therefrom is not the responsibility of the undersigned.
ATLI
NTIC BOULEVARD (STATE
ROAD NO.
10)
6.
There may be Restrictions or Easements of Record evidenced by title examination that
RIGHT OF
WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100
have not been shown hereon.
FOUND
(DENO
NO TEDTES
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
I
PURPOSES ONLY, AND IS NOT VALID.
(6.90)
CURB TRANSITION
TO FLUSH
FLOW LINE
ELEV. = 6.18f
INSTALL FDOT
APPROVED INLET
PROTECTION
SIDEWALK FOLLOWS BACK
OF CURB ELEVATION
12:1 SS RAMP SECTION (6 FT TYP.) (MAX.)
5 FT "BOTTOM" LANDING AREA
0 20 40 So
GRAPH/C SCA L E /N FEET
1 "- 20'
ABBREVIATIONS THA T MA Y BE USED IN THIS SUR VEY
ABBREVIATION
DEFINI TION
ABBREVIATION
DEFINITION
P. C. P.
Permanent Control
Point
L. B.
Licensed Business
P. R. M.
Permanent Reference Monument
R. L. S
Registered Land Surveyor
P.O.B.
Point of Beginning
J.E.A.
Jacksonville Electric Authority
P. C.
Poin t of Curvature
EQUIP
Equipmen t
P. T.
Poin t of Tangency
A/C
Air Conditioner
P. R. C.
Poin t of Reverse Curvature
C.A. T. V.
Cable Television
P. /.
Poin t of In tersec tion
OHL
Overhead Lines
R/W
Right of Way
(F. M.
Field Measured
O.R. V.
Official Records Volume
R=
Radius equals
D. B.
Deed Book
L=
Arc Lenth equals
Pg.
page
Ch.=
Chord Bearing & Distance equals
B. R. L.
Building Restriction
Line
Z�, =
Delta or Central Angle equals
Esm t
Eosem en t
/.P.
Iron Pip e
Con c.
Concrete
LEGEND
O
DENO TES CONCRETE
MONUMENT
X- x
DENO TES FENCE
O
DENOTES 1/2" IRON
PIPE SET
WITH CAP, R. MILLER & ASSOC.
IRON PIPE
FOUND
(DENO
NO TEDTES
INFORMATION PROVIDED BY:
DATE:
NAME: BROWN & LUKE CONTRACTING
ADDRESS: 10745 ALTA DRIVE
JACKSONVILLE, FLA. 32226
PHONE: (904) 425-4085
1 HEREBY CERTIFY THAT THE MATERIALS AND QUANITIES
USED IN THE CONSTRUCTION OF:
PAVEMENT X WATER MAIN
CURB & GUTTER FORCE MAIN
X STORM & DRAINAGE LIFT STA11ON
SYSTEM X SANITARY SEWER
GRAVITY SYSTEM
ARE IN ACCORDANCE WITH THE APPROVED PLANS AND JEA STANDARDS
AND COUNTY SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE
REGULATORY AGENCY.
SIGNATURE
NAME:,._
UNDERGROUND UTILITY
STATE LICENSE NO.
AS BUILT INFORMATION PROVIDED BY:
NAME: RICHARD A. MILLER & ASSOCIATES
6701 BEACH BOULEVARD, SUITE 200
JACKSONVILLE, FLORIDA 32216
PHONE: (904) 721-1226
1 HEREBY CERTIFY THAT THE:
PAVEMENT X WATER MAIN
CURB & GUTTER FORCE MAIN
X STORM & DRAINAGE LIFT STATION
SYSTEM X SANITARY SEWER
GRAVITY SYSTEM
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS
SHOWN ON THESE "AS -BUILT" DRAWINGS ANQ MEET THE
STANDARDS OF PRACTICE AS OUTLINED AN61- SET -,
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND `
SURVEYORS AND MAPPERS, IN CHAPTER W-17:051 AND 5J-17.052
FLORIDA ADMINISTRATIVE CODE.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
DRAWING FILE NAME:
DATE OF FIELD SURVEY:
SIGNATURE
NAME: WILLIAM J. OELROSE
STATE OF FL., P.L.S. N0.
REV. 7-31-15 TO ADD CONTAINERS, PUMP HOUSE, ELEC. PANEL & CONDUIT