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GRAPHIC SCALE z �- N
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NORTH A , C)Q
® =,c�Z _
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OF THE CONSTRUCTED WATERLINE IMPROVEMENTS F W J
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AT THE SEBASTIAN MUNICIPAL AIRPORT
zI-
SEBASTI AN FLORIDA
_---- _--_ ...•r- -
-
OFFSET: -----""•' • _ .�-,�_...._-'•"_ . �'
_
ROAD
mmomm'� �-
_----------_-_-_____ p .AND_ -------- _ o
4
\ I ta05TING 12_ PVC WA1ER►ANN_ _ _ - - - -_ _ _ - _ --_^` - �_ - - - _ - - r �'- IA_
MIND
D ROAD � --
_ tY•T - - - - - ROSELAND 36"rcp - - - - _ �,� � • �i
_ - - -
r
e Inv. 4.50'
- - r w Inv. 4.09
OF PAVEMENt - r
EpsTING EDGE- _ r `r. LL
- - 0
- STA: 10+23.56 '
OFFSET: 38.92 R
pH
-- i
WATERLINE � �� � r
REPORT OF SURVEY: � . •,; ...
• TYPE OF SURVEY: AS -BUILT L. O
TA: 10+35.48
OFFSET: 37.48 R I 1 *SURVEYOR IN RESPONSIBLE CHARGE: JOHN B. WILBON, JR. PSM 5950 . �.
WATERLINE BEND I I I . ,
ob, I MASTELLER. MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644
*-00' I 2205 14TH AVENUE
1 1 I VERO BEACH, FLORIDA 32960 -.PHONE (772) 564-8050
S � •THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
I
iF SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS
STA. 10+52.42 ► f t r. ._. ..
OFFSET. 18.31 R 1
TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY
jj
l
I ► i OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. "' # • O
WATERLINE BENDI ' u7
1 *HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT
V
} I I FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAC) - 00
IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE ,OF BOUNDARY SURVEY IS -s ABBREVIATIONS AND SYMBOLS
l ' g ► I 1 FOOT IN 7500 FEET, THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF
o
r A CLOSED GEOMETRIC FIGURE WAS FOUND TO :MEET OR '.EXCEED THIS REQUIREMENT,. , ;f_ Lf)
Zr o I IRC IRON ROD AND CAP i.. OAK (5 SANITARY MANHOLE -D- SIGN
wl I o �- LB LICENSED BUSINESS '1
12 I • HORIZONTAL FEATURE ACCURACY; TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, LIGHT �'0LE e� N
/� I MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL N0. NUMBER > PINE ® DRAINAGE MANHOLE w
Q I `i `' FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET, R/W RIGHT OF WAY
'W I h
I CM CONCRETE MONUMENT PALM ® WELL I'm MAIL CR PAPERBOX v
�1 I ,� • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT MEAS. MEASURED ! �O
1• t • SOUTHERN BELL BOX
o SITE IS ACCURATE TO PLUS DR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT � O
1 J 1►7 1y DISTANCE IN MILES. SHRUB c0
a FD. FOUND WV CABLE TV BOX
' 8 ' 3 • VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, O.R.B. PERMOFFICANENT
RECORD BOOK a MAPLE WATER VALVE O
N (w P.R.M. PERMANENT REFERENCE MONUMENT s � POWERPOLE v
r I I 1 t 0 ETC.) HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET, P.C.P. PERMANENT CONTROL POINT' '�� WATER METER
Z 1 1►� BM BENCHMARK { CITRUS CLEANOUT ELECTRIC BOX ', 0
• FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 12/17/2003 y
w y c_2 .• F.F. FINISH FLOOR �
1
STA: 12+51.47 a' 1 • BEARING A FOR THIS SURVEY IS AS FOLLOWS: ELEV. ELEVATION ; ELM UNDERGOUND UTILITIES SIGN •�
OFFSET: 20.22 R m 3 I o THE BEA G BASE w
1 j ► I w A GRID NORTH E.O.P. EDGE OF PAVEMENT ® CATCH, BASIN MONITORING WELL 0
FIRE HYDRANT 1 >. LW 1 I B THE BASELINE ALONG AIRPORT DRIVE AS DEPICTED ON THIS SURVEY R RADIUS ® a Li
A DELTA MISC. TREE ® CURB INLET sv
a C THE BEARING IS N00'0719 W RUV
SANITARY VALVE
K � N � � � '. L LENGTH � REUSE WATER VALVE �
i X' I a • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC I.D. IDENTIFICATION IRV 0
W -1 I CSECTION I TELEPHONE MANHOLE
h n l of t VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS SE IRRIGATION VALVE
cv O °o A FOUND NAIL AND DISK AT STATION 30+32.02. 0.26 RIGHT AS DEPICTED ON THIS SURVEY TWP. TOWNSHIP m
STA: 12+51.63 ! �I :° ON SHEET 2. ELEVATION=i7.35 RGE. RANGE ® YARD DRAIN ® POST WOOD OR STEEL
PROPOSED DRAINAGE ❑ CONCRETE POWER POLE '�, �t 00
OFFSET: 18.24 R a0 Q •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP .. N
WATER VALVE N I / I /
1 t 1 t WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN.. NO TITLE OPINION IS EXPRESSED OR IMPLIED. O
• w�
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, j a�
' f I I UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN.
1 / I C
1
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES &MEASURED VALUES ARE THE SAME. I I 1 � j
i
w a
• .ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
1 A THE NIT STATES. t
� 1 t WITH THE STANDARDS OF E UNITED S � .+..•
d-
u •THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE
SYSTEM, FLORIDA EAST ZONE. NAD 83 (NGS ADJUSTMENT OF 1990). AS PROVIDED I. Lt7
ON A DIGITAL DRAWING BY THE LPA GROUP INCORPORATED. j N
STA: 13+98.61
N
OFFSET: 16.72 R ' !
WATER LINE I
1
ELEVATION ON S i' I
TOP OF PIPE �98'50'52" . 36' RCP
+ Pc R=50.00 INv-7 48 a
----
(TYPICAL) ,�$ I � 14+00.9 PROPOSED RIGHT-OF-WAY _ _ - _ _ _ _ - - - caTCH BASIN - - - - - -° - - - - - - - - - - - - - - -
L=86.26 -- -- -- -- -- -- -- - - -- -- - O
O O
4 I, CH=75.95 TOP=13.4 j INVERT MES.-10.35 + [i
CHB=N49'18'07"E INVERT MES-9.97 (fl
INVERT-9.25 r ] EAST INV-7.22 30 EASEMENT !
30 EASEMENT - - - L, WEST INV-7.22 _ _ �_•__ -.--- - - - N
OD 0
I \ N
t \-----------T$----------------------f ----- ----------- --- ----------- -----{--o----------------------------- - - - - - - - - - - - - - - - - - - - - i- LJJ m
---- _" -I
;�I a ty+Oo 16+0o PROPOSED ROADWAY n+oo 18+00 1910o AIRPORT DRIVE WEST 20+00 21+00 22+00 23100 �a+oo 2s+oo _ `26 (/) W �-
NUO'0719"W SURVEY BASELINE CONSTRUCTED
STRUCTED CONSTRUCTED I j 1 CONSTRUCTED I - N00'0719"W SURVEY BASELINE CONSTRUCTE
'\\�'----------- ------=-------- -- BEARING BASE ----- 18'RCP 1"" IS RCP
--- 36'RCP- �I------------- -- w ------ 18 RCP �,�----------------------------------- 18'RCP - VI
$- - - o - - Z
---- -- - _
�- ,,,-� +� _� - �� �� CONSTRUCTED 8" PVC WATERLINE 0 -
STA: 14+26.24 '-'�%, coNSTRUCTED B�PVC rATERu EN"LEvnnoN -ON SB -� ••� ••�• -� �- -- �J � 0_
OFFS ET: 21.26 R •00 Torwlcn PIPE n _ _ - _ _ _ - _ _ _ - i. _ F
- - - - - - - - - - - - - - - - - - - -
,_t �_ 30' EASEMENT _
WATERLINE BEND - - 30' EASEMENT r-� STA: 17+90.38 STA: 21+04.76 - - -- - - - STA: 22+38.58 UCTILE IR _ O
OFFSET: 16.93 R DUCTILE IRON DUCTILE IRON UCTILE IRON OFFSET: 19.78 R s OFFSET: 37.58 R pi U I-- O O (� m
WATERLINE PI PI PI WATER VALVE j j WATER SERVICE �=1 � O d
PROPOSED RIGHT-OF-WAY INVERT-9.13 ATCH BASIN _ INVERT MES.-10.57 m O
STA: 15+93.59 INVERT MEs-1o.18 - roP-13.4••�•,�, - STA: 22+32.03 STA: 25+72.73 z m II O
STA: 15+93.67 OFFSET: 18.25 R INv-6.9s STA; 21+02.51 OFFSET; 19.41 R STA: 22+31,47 OFFSET: 21.50 R I \ �-
STA: 14+70.12 TA: 15+91.18 OFFSET: 20.24 R WATER VALVE OFFSET: 47.55 R WATER VALVE OFFSET; 49.46 R FIRE HYDRANT Q m O
OFFSET: 21.87 R OFFSET: 16.99 R Fl HYDRANT STA: 21+02.25 WATER VALVE I STA; 22+31.31 WATERVALVE C) Z W
LLJ
WATERLINE BEND WATER VALVE OFFSET; RANT49A R OFFSET: 51.20 R W W � � U J W
FIRE HYDRANT
FIRE HYDRANT OFFSETS 19.631 R a a 0< w U w
WATER VALVE
I°_ O a_ O U (n (n
5245WAB.DWG DISK #C056
I _
i
AW
GRAPHIC SCALE
INC*
( IN FEET) STA: 39+79.54
i inch = 40 M OFFSET: 23.85 R THE CONSTRUCTED WATERLINE
SAMPLE POINT O F E IMPROVEMENT
S:
- AT THE SEBASTIAN MUNICIPAL AIRPORT -------------- --- ___----- ► _
!nm"r
39+82.06 �-----..-______ {i'.�+ -•- _,_---r-' -i'-
SEBASTI AN FLORIDA
_ _ ___
_
-------
OFFSET. 26.66 R � rr.r----""`-
NORTH R VALVE
ROAD
• WA _ _ � - '- - - - .� _^ S � !(_a� ---'
ExiSTING 12 PVC R
one mv�
- --�� - GE OF PAVEMENT _ ��
EXISTING ED a
i
ma 400
t-OF-WAY . i I 1
a a I
1
i
I I
- I ►►
i II
II
' III I II
III
I jI II 1
REPORT OF SURVEY: II
• TYPE OF SURVEY: AS -BUILT
II ► ! ,
II w it I i -
f
• SURVEYOR IN RESPONSIBLE CHARGE: JOHN B. WILBON, JR., PSM 5950
1 I
I 1
II> � I
MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B.I II CE
2205 14TH AVENUE
VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 ►- 1 III
i
• SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED w II w II
THIS SU w I p z
SEAL OF A FLORIDA LICENSED
ENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS II 1
S J I
TO THE SURVEY MAP AND/OR
REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY ¢ ► II �- w j
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES
w l III a II 1
o II Q m If ABBREVIATIONS AND SYMBOLS
• HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT
IFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAC) II 1 I
FOR THE LAND, AS CLASS I TYPE OF BOUNDARY `SURVEY IS 1 I Q I I 1 IRC IRON ROD AND CAP OAK G , SANITARY MANHOLE SIGN I 1
IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS i I I pl-[ If '`
1 FOOT 1N 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION
TION OF I I Z LB LICENSED BUSINESS 1
A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. w 11 I NO. NUMBER PINE O DRAINAGE MANHOLE LIGHT POLE 1
II W w R/W RIGHT OF WAY
• URACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVE STA: 43+0%ON
I I V °0 I I Q CM CONCRETE MONUMENT PALM WELL ® MAIL OR PAPERBOX
HORIZONTAL FEATURE ACC OFFSET: 17.'
MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL I� II w MEAS. MEASURED
.WATERLINII o0 o P.U.D.E, PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT SOUTHERN BELL BOX
FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. I vI II , SHRUB
FD. FOUND V wv CABLE N BOX
RACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT ; II ► O.R.B. OFFICIAL RECORD BOOK haWATER VALVE• VERTICAL CONTROL ACCU SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE I �� II P.R.M. PERMANENT REFERENCE MONUMENT MAPLED►STANCE IN MILES. P.C.P. PERMANENT CONTROL POINT-& WATER METER`�' POWERPOLEELE BM BENCHMARK i CITRUS .ELECTRIC BOX• VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND. PAVEMENT. INLETS.CLEANOUT
ETC.) HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. (TYPICAL) 1 F.F. FINISH FLOOR I
1 I I I ! I 1 ELEV. ELEVATION ELM ® CATCH BASIN UNDERGOUND UTILITIES SIGN
a E.O.P. EDGE OF PAVEMENT 1 1
• FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 12/17/2003 I i o I I I R RADIUS ( MONITORING WELL ,
® CURB INLET
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: I III a I I A DELTA � MISC. TREE Ruv sv
A GRID NORTH L LENGTH REUSE WATER VALVE DQ SANITARY VALVE I 1
B THE BASAEUNE ALONG AIRPORT DRIVE AS DEPICTED ON THIS SURVEY i I II I.D. IDENTIFICATION I� g TELEPHONE MANHOLE 1 t
C) THE BEARING IS N00'0719 W I I II SEC. SECTION IRRIGATION VALVE 1
II a I TWP, TOWNSHIP ® POST WOOD OR STEEL
• THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC I I RGE. RANGE YARD DRAIN
VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS ' 3�.b6• 3voo• PROPOSED DRAINAGE ❑ CONCRETE POWER POLE 1
A FOUND NAIL AND DISK AT STATION 30+32.02. 0.26 RIGHT AS DEPICTED ON THIS SURVEY II j 1
ON SHEET 2. ELEVATION=17.35
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR RAPUED.12
II I 1 I 1
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, I (I I I I 1
UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. al II
1
o
IS SHOWN PLAT VALUES & MEASURED VALUES ARE THE SAME.
UNLESS A COMPARISON
o ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE M ACCORDANCE I II I II I 1
WITH THE STANDARDS OF THE UNITED STATES. 1I II II
*THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE 1 ii II t
SYSTEM, FLORIDA EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). AS PROVIDED I II I
ON A DIGITAL DRAWING BY THE LPA GROUP INCORPORATED.
fl II ; 1
I II II � i I
II ,
DUCTILE IRON t III I II I I j
PIPE
f I .� - - .. _. - - - �• - - - - - PROP SEq_RIGHT- F_ WAY .. �. - _ .. - .. - - - r -1 L._
I _
0
eNVME5=10.4 STA: 35+94.96
�� / I \ Co
OFFSET: 18.46 R
Ex�sTws�� // \ WATERVALVE
Q~ --------------------- -45+96�2EAST - _.--.. ---- ----------------•------------15 CMP Y--.----.------_.----_ \ -------.----------------.--
Q F-
� � 30+30.12 � _, .� � - � �
L.- W - - - - - - - - - - - - - - - - - - - EDGE EXISTING PAVEMENT ~ W
- - - - - - - - - - - - r
27+00 28+00 pROpOp ROADWAYS 30+00 I 31+00 32+00 33+00 j 34+00 35+00 c 36+00 37+00 38 LIJ
W oD - - -+-- - I- - � i - - 1 - -+- - -'-+- -- I -- - I - s � � N00'0T19"W SURVEY BASELINE - - - - _
- - - N00'0T19 W SURVEY BASELINE r '- -''- --+ + +--
W 0 �- BEARING BASE ------ ---- II -------------- - AIRPORT DRIVE WEST ` --- ' --------------- 35+d2.E13tIdORTF1----------- ----- --- W (n
- - - - - - - - - - - � - _ _ _EDGE EXISTING PAVEMENT . - -� - � � 0+ S / �
z - - - - - - - - - - - - - - - - - - - - - -
- - -� - .�._ �+��.1C �� � ��
CONSTRUCTED 8 PVC WATERLINE �- _� _� -r J
-� W UCTILE IRONT -a.Ti£17�1ED� I ( sT . 30+32.02 STA: 31+65.71 tiY STA: 31+65.75 STA: 0+38.82 \ / I \ / STA: 37+66.12 w
W PI _ - OFFSET: o.2s R DUCTILE IRON ; RE)aSTINO OFFSET; 10.18 L STA: 36+51.17 OFFSET: 16.36 R (n
_ _ _ _ _ _ _ _ _ - - - - - - `�""` OFFSET: 22.39 R OFFSET: 20.09 R
STA: 28+66.12 ELEVATION ON STA: 30+04.6 I I SITE BENCHMARK PIPE s 15` cMP I i WATERVALVE U
TOP P OFFSET: 17.67 TOP OF NAIL do DISK FIRE HYDRANT WATERVALVE WATERLINE BEND OFFSET: 18.32 R
` I OFFSET: 19.09 R I ELEvanoN=17.35 's °A�� - - �- - - w SAMPLE POINT }-
U INN. MES=10.50 WATERLINE (TYP+Cu) SAMPLE POINT I •-'--° _ .. _ - . hw {s
- - 1r Nv. SAS -
- PROPOSED RIGHT-OF-WAY i I C Z w Q
Aa:e ENTERPRISES, INC.o STA: 35+92.18 STA: 37+68.84 i
• OFFSET: 21.48 R OFFSET: 19.88 R
STA: 30+13.6 ! 0 < WATERVALVE FIRE HYDRANT
STA: 26+47.$7Cs
OFFSET: 17.94 R I m I Do c I
OFFSET: 44.46 <
WATERVALVE D I y I STA: 0+49.8 STA: 37+68.86
WATER SERVICE f i > I r�M r�*I' OFFSET: 20.22 L OFFSET: 17.63 R STA: 30+08.45
OFFSET: 18.05 R STA: 0+11.33 -
I I z WATERVALVE
I WATERVALVE OFFSET: 16.70 R MATCH LINE STA 1 + 0 1 - WATERLINE BENS
Peifoololffealfor
WATERVALVE
SEE SHEET 4
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OFFSET: 25.78 R
1 FIRE HYDRANT
1 1 1 I
1 ,
cel STA: 5
IMP" -rqr-
OFFSET: 23. 22 R
1
1 ' , WATER VALVE
OF THE CONSTRUCTED WATERLINE IMPROVEMENTS
1 1 �
AT THE SEBASTIAN MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
REPORT OF SURVEY: 1
1 il�
• TYPE OF SURVEY: AS -BUILT 1 1
•SURVEYOR IN RESPONSIBLE CHARGE: JOHN B. WILBON, JR., PSM 5950
j 1
MASTELLER, MOLER &REED, INC. CERTIFICATE OF AUTHORIZATION �ATION L.B. 4644
2205 14TH AVENUE ABBREVIATIONS AND SYMBOLS
VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050
*THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED IRC IRON ROD AND CAP OAK Q SANITARY MANHOLE SIGN t , 3 ~
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS LB LICENSED BUSINESS
TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY NO. NUMBER PINE OO DRAINAGE MANHOLE LIGHT POLE 1 } a EL(rMCA ON
/ 1 �,►1 1, T(rYICA�i)E,
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. R/W RIGHT OF WAY
*HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT CM CONCRETE MONUMENT PALM ®w WELL s MAIL OR PAPERBOX z 1 1
FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL' STANDARDS (61G17-6.003(E) FACR IS MEAS. MEASURED 1'
IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT SHRUB HYDRANT • SOUTHERN BELL BOX ►= STA: 53+22.02
OBTAINED BY MEASU'lYMENT AND CALCULATION OF FD. FOUND 1 1 N I OFFSET: WATERLINE
R
1 FOOT IN 7500 FEET. THE ACCURACYCABLE TV BOX , I W 1 ry� WATERLINE
O.R.B. OFFICIAL RECORD BOOK
A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCE"-D THIS REQUIREMENT, P.R.M. PERMANENT REFERENCE MONUMENT a
MENT +' MAPLE WATER VALVE , 1
'�� 1
� POWERPOLE 1 ,
*HORIZONTAL FEATURE 'ACCURACY: TOPOGRAPHIC LAND FEAT',IRES (SIGNS, INLETS, VALVES, P.C.P. PERMANENT CONTROL POINT WATER METER j 1
MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL BM BENCHMARK CITRUS 1 1 Q
FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. F.F. FINISH FLOOR CLEANflUT ELECTRIC BOX j
- UNDERGOUND UTILITIES SIGN
ELEV. ELEVATION ELM 1 $ Q 1 1
• VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT E.O.P. EDGE OF PAVEMENT ® CATCH BASIN 1 , m
SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE
DISTANCE IN MILES. � MONITORING WELL
R RADIUS � CURB INLET
1 1>
DELTA MISC. TREE Ruv sv
L LENGTH N
REUSE WATER VALVE D4 SANITARY VALVE 1 1
• VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT. INLETS, I.D. IDENTIFICATION 1
ETC.) HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. SEC. SECTION TELEPHONE MANHOLE
IRRIGATION VALVE �
TWP. TOWNSHIP
• FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 12/17/2003 RGE. RANGE ® YARD DRAIN 0 POST WOOD OR STEEL 1 t N I 1
PROPOSED DRAINAGE Cl CONCRETE POWER POLE 1 t-° 1 W ,
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS:
A GRID NORTH 1 1 1
B THE BASAELINE ALONG AIRPORT DRIVE AS DEPICTED ON THIS SURVEY
C THE BEARING IS NOO'07'19"W 1 1
• THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC
VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS
A FOUND NAIL AND DISK AT STATION 30+32.02 0.26 RIGHT AS DEPICTED ON THIS SURVEY 1 S I 1 1 1
ON SHEET 2. ELEVATION=17.35 , 1
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
STA: 1+74.88
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, 1 1 OFFSE : 15.08 R
UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN.
WATERLINE
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME.
j I i
.ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE
WITH THE STANDARDS OF THE UNITED STATES. 1 I
*THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE I
SYSTEM, FLORIDA EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). AS PROVIDED
1 I I I I
ON A DIGITAL DRAWING BY THE LPA GROUP INCORPORATED.
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- - - - - - - - - - - - - i 18 �cp - T -E6t;E-ESa�FiN1;-PAVEMENr AIRPORT DRIVE WEST
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/ WATERLINE
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(%i W i •� l:Maseo- - N00'0T19"W SURVEY BASELINE --- ►----- -------------------- -----+
NOO'07'19"W SURVEY BASELINE i 49+76.59
EDGE EXISTING PAVEMENT j ` I
_ - - - - - - - - - - - - - Y , �r- r JNb IKVd1E6 8'' v ► ACNE .� .._'� tip- ti STA: 49+18.61
LLJ „� �..� �- �.� �� CONSTRUCTED a PVC WATERLINE �0
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Z / DUCTILE IRON �} , {� ,�. ,� STA: 43+74.71 TOP OF PIPE STA: 46+51.46 OFFSET: 1916.92 STA 45+22.27
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.-I L J DUCTILE IRON 1 ` ./ska .»..r.( . w,., to I ,,,;.4 (STA: 43+72,18 WATERVALVE (TYPICAt_y OFFSET: 16.72 R OFFSET: 15.91 R FIRE HYDRANT I
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WATERVALVE OFFSET: 48.64 R WATER SERVICE
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*SURVEYOR 1N RESPONSIBLE CHARGE: ROD REED, PSM 3916
MASTELLER, M.OLER do REED, INC. CERTIFICATE OF AUTHORIZATION L.B . 4,644
1
2205 14TH AVENUE
VERO BEACH, FLORIDA 3296D - PHONE (772) 564-8050 !
ellg•THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
ed lfd q/
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ADDITIONS OR DELETIONS
TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
0
*HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT
FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAG)
IS SUBURBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I
1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF
A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT,
I"
• HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, OF THE CONSTRUCTED WATERLINE IMPROVEMENTS
MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL
AT THE SEBASTIAN MUNICIPAL AIRPORT
FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET.
• VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT "
SITE IS ACCURATE TO PLUS OR MINUS V.
FEET TIMES THE SQUARE ROOT OF THE
DISTANCE IN MILES.
SEBASTIAN FLORiDA
• VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS,
is
ETC.) HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET.
i
*FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE. 12/17/2003
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS:
!
ABBREWA'nONS
AND SYMBOLS
f
A) GRID NORTH
B3 -THE BASAELINE ALONG AIRPORT DRIVE AS DEPICTED ON THIS SURVEY
C THE BEARING IS NOQ'07'19"W
IRC
IRON ROD AND CAP
OAK
a
SANITARY MANHOLE
-a-
SIGN
• THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC
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LB
NO.
LICENSED BUSINESS
NUMBER
PINE
DRAINAGE MANHOLE
LIGHT POLE
VERTICAL DATUM
R/W
RIGHT OF WAY
A FOUND NAIL AND DISK AT STATION 30+32.02, 0.26 RIGHT AS DEPICTED ON THIS SURVEY
ON PAGE 2. ELEVATION=17.35
CM
MEAS.
CONCRETE MONUMENT
MEASURED
PALM
�
WELL
®
MAIL OR PAPERBOX
*NO, INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
P.U.D.E.
FD.
PUBLIC UTILITY AND DRAINAGE EASEMENT
FOUND
!
SHRUB
HYDRANT
•
SOUTHERN BELL BOX
:
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS,
O.R.B.
P.R.M.
OFFICIAL RECORD BOOK
PERMANENT REFERENCE MONUMENT
{
MAPLE
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NOTE: STATIONS CORRESPOND TO
AIRPORT DRIVE WEST STATIONING
SHOWN ON SHEETS 1 THROUGH 4,
UNLESS OTHERWISE NOTED.
Drawing Name:
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WATER MAIN
DIRECTIONAL BORE
AS -BUILT PROFILES
FDOT PROJECT NUMBER:
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Date: i Sheet Number:
APRIL 2004 of
Scale: H: 1 n_ 2' Drawing Number:
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MUNI
CIPAL AIRPORT
SEBASTIAN, FLORIDA
THE
LPA
s
GROUP
TRANSPORTATION CONSMTANTS
THE LPA GROUP, INC.
12000 RESEARCH PARKWAY
ORLANDO, FL 32826
(407) 306-0200
CORPORATE UCENSE No: 0004307
Designer.
M. JANSEN
Technician:
R. SANZONE
Checked by.
D. HAMBRECHT
Project Number.
TA412007 MARK C. JANSEN, FL P.E. #56059
FEVISKM
No. Description Date By
ADJUSTED PROFILE 9-19-03 MCJ
REVISED DRAINAGE -19-03 MCJ
Project Name:
ACCESS ROADS
WATER AND SEWER
Drawing Name:
PLAN AND PROFILE
PROFILE
STA. 10+00 TO 18+50
FDOT PROJECT NUMBER:
236230-1-94-01
Date: Sheet Number.
FEBRUARY 2003 of
Scale: H: 1" =50, Drawing Number.
V: 1» = 5' C5.1
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C, INS
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Xf CIPAL AIRPORT
SEBASTIAN, FLORIDA
THE
LPA
GROUP
TRAINS MATION CONSLUANTS
THE LPA GROUP, INC.
12000 RESEARCH PARKWAY
ORLANDO, FL 32826
(407) 306-0200
CORPORATE LICENSE No: 0004307
Designer.
M. JANSEN
Technician:
R. SANZONE
Checked by.
D. HAMBRECHT
Project Number.
TA412007 MARK C. JANSEN, FL P.E ,�s059
REVSKM
No. Description Date By
ADJUSTED PROFILE 9 19 0�
7240
Project Name:
ACCESS ROADS
WATER AND SEWER
Drawing Name:
CROSS SECTION
AIRPORT DRIVE
WEST
FDOT PROJECT NUMBER:
236230-1-94-01
Date: Sheet Number.
FEBRUARY 2003 of
Scale: Drawing Number.
QAS-SHOWN X1.1
`-
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3 IM 37 { .
14. v4M E 1264295.48 E ti` `� 1. `
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r- _ _ __ .. _. _ E 817310.71 ��°� / 81 ' \ `I �.
LINE TABLE 127 it { tiI !1 Fes;
LINE.- w'_;LENGTH BEARING w-3e '", to y E 817 24..7a { CROSS SECTIONS TAKEN IN
�- « N 1263982.69 �` - / (: AREA P \ a
t� 50.44tNN 09'0313 W E 81733&55 : ` !
It { . . PREVIOUSLY CLEARED \ \1 DIAMETER
I L2 58.63 ?� , { ( BY CITY OF SEBASTIAN WITH ~ `.\ `, `� i. C.P. CONTROL POINT
1 N 03 29 24�W �ti MARL PLACED THROUGHOUT y
« -� a s� { ( \ -, P.I. = POINT OF INTERSECTION
L3 60.t7N� 16'3218�W ry !* !? yea° ` �.� , \ P-K = PARKER KALON (BRAND NAME)
} L4 I 59.31 N 51 34'51' W 1�4y* 4t `? _ �.�s�s1 1�.
. ! 13.0 SJRWMD ( R/W RIGHT-OF-WAY
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PROPOSED ALI sH G 2 wM
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__.L7� 55.29 N 4T03 34 W t� !� usacoE { . (SEE NOTE 8) X\�'�� ALIGNMENT FURNISHED S.�tVYMD ST. JOHNS RIVER WATER
-- y� ( t existing headwall ��`� \ , ` BY LPA GROUP. INC. MANAGEMENT DISTRICT
` S 7T27 59 W�a � F , JURISDICTIONAL
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39.52 ` N 2429*49" W i t43 ! olr'e! LINE ; f �'`.
_ �`� { . { t- F ENGINEERS
. ,� ye �,
L10 -_ 105.24 4 N 86'04.29» W y = ? t. !� o� es { - g T-HANGAR PROJECT \ - _ u9t - -UNDERGROUND TELEPHONE CABLE
Lt 1 , 95.67 'T N 31'50 57 W I F !�! « -t2 wm- 12 WATER MAIN
1 L12 ' t 3.18 i S 60'19'05" E i 'b, g�`�rest F i existing 30 rcp ( PHASE 11 DEVELOPMENT AREA -one- OVERHEAD UTILITIES
L13 _1 35.75 1 7T00'36" E '�i ° `ts s �'
,. woo0 UTILITY POLE
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T-HANGAR PROJECT, PHASE I - SEE CAI DWG# 16228 C ( �,, `'�• '.;
U 4 89.93 N 83'17'25' _W� R
v
�Y4L15 33.70 ;ems 2iro2'2s" PROJECT No. 01-483 DATED AUGUST 22, 2001
GUY WIRE
POLE ANCHOR-
_.._ ._ .._.�_ { "TOPOGR,4H1C SURVEY"
L16 79.95 S 59'24'11" W El
EXISTING T
----L17-32.59 ! . « ._ _I WETLAND PERIMETER LOCATED }. `tea '�, �( :' NG PAVEMENT
N�84 34 09_ W i JANUARY 29. 2002
L18 52.24 S 68'38'18• W NORMAL POOL ELEVATION 11.33
_ _
-,.Y. EN
{ L19 53.95 N 20*57*27" W SEASONAL HIGH WATER ELEVATION 11.67
a PROPOSED PAVEMENT
y �\
s L20 - 29.18 i N 88'13'07" W I r S
{
DIRT/MARL ROAD
L2137.13 �N 40'34'11" W - ` ` �\�'` 4•`�,
! _L22 17.92 I S 66'09'05" W
L23- 557.011 S 02ro7'41"�E
W _ L24 V 85.54 I S 53*13 20* E { y { "
L25- 33.28 i S 07�03'09" E i S03'52'23"E ( 5/8 AR & CAP-
. _ -_.-. -_,_ 9* 3909
! L26 1 r59.30 i S 7423 00 E 46.0T N0126 054RLS �o
REB
{ 1 ( 26 ,a--N
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