TOPOGRAPHIC SURVEY OF A PORTION OF 10TH STREETTOPOGRAPHIC SURVEY
OF A PORTION OF lOTH STREET
SECTION 16, TOWNSHIP 2 SOUTH, RANGE 29 EAST
ATLANTIC BEACH, FLORIDA
X w
FND. 1/2" J.P.
"110 ID"
----,
I
I
!/
,;I
"'I
I I
I
I
X w
Al STORM MH
TOP EL.·I2.46'
130" RCPl W-JNV. ·6.97'
130" RCPl E !NV. ·5.54'
I 15" RCP) SE-INV. •6.97'
I HEREBY CERTIFY TIHAT TIHE SURVEY SHOWN HEREON MEETS
THE STANDARDS OF PRACTICE AS SET FORTIH BY TIHE BOARD OF
PROFESSIONAL SURVEYORS AND MAPPERS AND CONTAJNED IN
CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
CHAPTER 472.027 FLORIDA STATUTES AND THAT SAID SURVEY IS
TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND
BELIEF AS SURVEYED UNDER MY DIRECTION
CLYDE WILLIAM FAUST, Ill, P.S.M.
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No: LS 66DD
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF TIHE SIGNING FLORIDA LICENSED SURVEYOR AND MAPPER.
8) SANITARY MH
TOP EL.•I2.41'
115" RCPl N-INV.-6.75'
18" PVCl W·JNV.-6.76'
16" CLAYl S-JNV.-7.07'
C l STORM MH
TOP EL.•I2.44'
115" RCPl NW-INV. ·6.90'
I 15" RCPl SE-JNV.•7.76'
LEGEND & ABBREVIATIONS ~Bl BASELINE NO.
BM BENCH MARK PE
CONC. CONCRETE PVC
DRMP DRMP, INCORPORATED R
EAST/EASTING RCP
ELEV. ELEVATION STA.
FL FLORIDA R/W
FND. FOUND SE
FOC FIBER OPTIC CABLE T
ID. IDENTIFICATION TYP.
INV. w INVERT W/
I.P. IRON PIPE OR PIN ()
I.R.C. IRON ROD AND CAP ~ LS LAND SURVEYOR
LB LICENSED BUISNESS ----3
NAVD NORTH AMERICA VERTICAL DATUM J0J
¢
Dl CURB INLET
TOP EL.•I2.75'
MES
N
MITERED END SECTION
NORTH/NORTHING
I 15" RCPl NW-INV.-8.11'
PROJECT BENCH MARKS
81.!4-SET SQUARE CUT
ELEV.=12.76 FEET (NAVOBB)
BMS • SET SQUARE CUT
ELEV .=14.17 FEET {NAVDBB}
,.I;;:I
~I
4' PLASTIC
PICKET FENtE
PROJECT HORIZONTAL CONTROL POINTS
DESCRIPTION
@I
flO, NORTH EAST ELEV,
GPS5 2182047.113 530772.512 12.34
GPSS 2182102.644 531047.527 14.18
SET VAG N&D •oRMP LB #2648"
SET MAG N&D •oAMP LB 112648•
GPS7 2182104.251 531246.518 13.25 SET MAG N&D "DAMP LB #2648"
SANITARY MANHOLE
NUMBER
POLYETHYLENE
--u-SINGLE SUPPORT SIGN (AS NOTED)
POLYVINYL CHLORIDE $ SURVEY CONTROL (AS NOTED)
RANGE (f) TELEPHONE PEDESTAL
REINFORCED CONCRETE PIPE 0 TREE, SIZE AND SPECIES AS NOTED
STATION ~ UTILITY POLE
RIGHT OF WAY 1?,;);1 WATER VALVESOUTHEAST !WEB WIRE PULL BOXTOWNSHIP ~TYPICAL SIGNAL POST SIGN
WEST @ SANITARY SEWER VALVEWITH
BOLLARD/POST (AS NOTED) ~ GAS VALVE
FlRE HYDRANT !!:-'ll!l WATER METER
GUY ANCHOR --3 GUY ANCHOR
HOSE BIB ---x FENCE LINE (AS NOTED)
LIGHT POLE ---DE---OVERHEAD UTILITY LINE
SANITARY CLEAN OUT --STM---STK-STORM PIPE LINE
----s --SANITARY SEVIER LINE
.,.
~~
VICINITY MAP
(NOT TO SCALE)
10 20 40 60
Scale: 1• -20'
80
2 SERVICE BOXES a
12" WOOD POLE
TOP EL.·I3.42'
124" RCPl SE-lNV. •9.02'
MASONRY
RES I DENT! Al BUILDING
TOP EL.•I3.06'
130" RCP) W·INV.•6,28'
130" RCPl E-!NV,•6.68'
112" PVC! S-INV.•7.22'
112" PVC! N-INV.•I0.02'
PAD
STORM I.IH
ASPHALT
B.F. P.
HEDGES
NAIL a DISK
3-STOREY STUCCO CONDOS
S' PLASTIC PRIVACY FENCE
WITH 18" STUCCO BOTTOM
WITH 16" SO. STUCCO COLUMNS
RICK PAVER SIDEWALK
TOP EL. • I 4. 29'
130" RCPl W-I NV. ·6,18'
124" RCPl 5-INV, •6.48'
SURVEYOR'S NOTES:
1) COORDINATES SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATES, EAST ZONE, (NAD83/2011) AND WERE ESTABLISHED BY REAL
TIME KINEMATIC (RTK) SURVEY METHODS USING TRIMBLE RB RECEIVERS AND TIHE TRIMBLE'S VSR NOW NETWORK OF CONTINUOUSLY OPERATING
STATIONS ..
2) ELEVATIONS SHOWN HEREON ARE REFERENCED TO TIHE NORTIH AMERICAN VERTICAL DATUM OF 1988 {NAVD88) AND ARE BASED ON BENCH MARKS:
"M688", PID DL5737; FLANGE-ENCASED STAJNLESS STEAL ROO W/OUT SLEEVE, STAMPED "M 688 2007'', LOCATED AT TIHE JUNCTION OF ATLANTIC
BOULEVARD (S.R.10) AND THIRD STREET SOUTIH (S.R.A1A), ATLANTIC BEACH, 26.0 FEET WEST OF TIHE \'lEST EDGE OF THE PAVEMENT OF THE
SOUTH BOUND LANES OF TIHIRO STREET. 1B.2 FEET WEST OF THE WEST EDGE OF TIHE SIDEV/AUK, 17.D FEET SOUTH OF THE SOUTH EDGE OF THE
PAVEMENT OF ATLANTIC BOULEVARD, 8.4 FEET SOUTH OF TIHE SOUTH SIDEWALK ALONG ATLANTIC BOULEVARD, ACCESS TO POINT IS THROUGH A 5
INCH LOGO CAP.
ELEVATION = 12.01 FEET (NAVD88)
'V324", PID BC0487; BENCH MARK DISK SET IN A SOUTIHWEST CORNER OF A 4 FOOT BY 4 FOOT CATCH BASIN, STAMPED 'V 324 1970",
LOCATED ABOUT 0.65 MILE WEST ALONG ATLANTIC BOULEVARD (S.R.10) FROM THE JUNCTION OF TIHIRD STREET SOUTH (S.R. AlA), AT THE
JUNCTION OF ATLANTIC BOULEVARD AND PENMAN ROAD LEADING SOUTH, 15.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE OF
ATLANTIC BOULEVARD, 57 FEET EAST OF TIHE CENTERLINE OF PENMAN ROAD, 1.8 FEET SOUTH OF TIHE SOUTH CURB OF ATLANTIC BOULEVARD.
ELEVATION = 1D.27 FEET (NAVD88)
3) NO UNDERGROUND FOOTERS OR FOUNDATIONS HAVE BEEN LOCATED IN CONNECTION WITH THIS SURVEY UNLESS OTIHERWISE SHOWN HEREON.
4) All ELEVATIONS SHOWN HEREON ARE IN FEET UNLESS OTHERWISE NOTED.
5) DATE OF LAST FIELD SURVEY: FEBRUARY 26, 2016.
fiElD BY TW
VlARtutiG
0 , 1 DRAWU BY KS
loi·~ CHECKED BY Cf
If THIS BAR DOES
2/19/16 D RM P TOPOGRAPHIC SURVEY OF @3 A PORTION OF lOTH STREET 2/24/16
2/29/16
IIOT L!EASURE 1 " FIELD BOOi<{S) ATlAJmC BEACH ENQINEERI•IURVEYORI>PLANNERI•ICIENTIITS SECTION 16, T -2-S, R-29-E
THIS COPY Of LB#264B
j.-:~~L__:=::_-t'""Riiso;iioliiBi:eiffiro:;:;rt-;Par:ikwk:::ay;-,;,su:;;;it:;e2;;:0;;;-o,"'i:Ja;;:cksk::on:iviiii.ne:-,FmL-:-;3i722~566lDUVAL COUNTY, ATLANTIC BEACH, FLO RID A THIS DOCUL!E!IT IS PAGE(S) .36-41
tlOT TO SCALE FLORIDA
PROJECT NO.
14-0364.004
OA1E
FEBRUARY 2016
SOLE
1" = 20'
SHEET _1_ OF_1_OAl£ RE\1S10tlS REV.S£0 BY CHECKED BY OAT£ REVISED BY CHECK£0 BY
Scale: 1" = 20'
TOPEL. =13.42'
(24" RCPl SE-INV.=9.02'
OD
FENCE
I
I
I \
13.4~
4' PLASTIC
54Jaaa PICKET FENCE
Qjn;· .....
SERVICE BOXES 8
12" WOOD POLE
I . 5 II PVC B. F. p.
CONC.
I
TOP EL.=I3.06'
I
ASPHALT
I I I
5' TALL 9" WIDE
I
2-STOREY MASONRY RESIDENTIAL
BUILDING FND. MAG NAIL 8 DISK
"NO I D"
STUCCO WALL
14.90
I I
I I
2" PVC
HEDGES
5' WROUGHT
IRON FENCE
BRICK PAVER
WOOD POST SIGN
PAD
STORM MH
TOP EL.=14.29'
(30" RCPl W-INV.=6. 18'
(24 11 RCPl S-INV.=6.48'
SURVEYOR'S NOTES:
5' TALL 9" WIDE
STUCCO WALL U
CONC.
5' TALL 9" WIDE
STUCCO WALL
I I I I I I I
1.29
I I I I I END BLI I I -------~~ STA.l5+55.11
ASPHALT ~~ Q. 0B.F.P. RICK PAVER SI~~.x-ij0~--;0--;~-.,..~· ~~~-
~
3-STOREY STUCCO CONDOS
WALK
5' PLASTIC PRIVACY FENCE
WITH 18" STUCCO BOTTOM
WITH 16" SQ. STUCCO COLUMNS
(30" RCPl W-INV.=6.28'
(30 11 RCPl E-INV.=6.68'
( I 2 II PVC) s-I NV. =7. 22 I
( I 2 II PVC) N-I NV. = I 0. 02 I
A\ ---r""'\-llo.IA"'T"'r-"--·1-\lta.l llr-"r""'\r--.lo.t .l.r""''.r-r"'\&_r-_ -t.l r-1 --·-· -"'T"'A~r-" r""o.l .... ,_. -----II.IA"T"'r--r-A-"T"' ~-lo.lr-/1.1& __ ,_, , __ _.A\ Alo.l-l&lr--r---"'T"'AI