HomeMy WebLinkAbout2003 Sebastian Lakes As-Built Survey Phase 3' � s
71
t�tort�
G R,4f=H1C SCALE
50 0 25 50
t IN FEET
1 inch = 50 ft.
Y
AS BUILT
OUTFALL PIPE
STA:11+46_36
OFFSET: 160.76' (L)
M"T: 00.00'
AS BUILT
OUTFALL PIPE
STA:11+60.67'
17.10
OFFSET-. �R 28' (R)
21.42X 17.92
TRACT 'FI'
POND
AS BUNT
OUTFALL PIPE
STA: 3+60.97
OFFSET: /34.88' (R)
INVERT: 16.28'
`X 16.20 16.48 w 17.88
X 1$.25 X 21.34
94
X 21.34
-X 16.58
_X
18.24
95
97
96
TYPE:
Ike
PROJECT#
ISS
DATE: 2/12/03
4r
20
SME
CHECKED BY.•
19
SCALE: 1"=50'
18
17
AS BUILT
.
OUTFALL PFE
STA; 9+5.57'
OFFSET: 34.45' (U
INVERT: 15.42'
AS BUILT 0-19
CURB PEST
`
STA:9+6.52'
OFFSET: 10.33' (L)
.
GRATE: 20.79' p
N.INVERT: 15.79'
S.MERT: 15.79' Ilm
OU
ST
OFFSE
AS BUTT 0-18 INN
CURB HLET
.
STA:3+8Q01'
nj2
/ OFFSET: 9.71' p
ORATE: 20.76
N.01VERT: 10.30'
S.9FVERT: 16.30'
R
Ztib X20
AS BUILT
OUTFALL PIPE
STA:11+60.67'
17.10
OFFSET-. �R 28' (R)
21.42X 17.92
TRACT 'FI'
POND
AS BUNT
OUTFALL PIPE
STA: 3+60.97
OFFSET: /34.88' (R)
INVERT: 16.28'
`X 16.20 16.48 w 17.88
X 1$.25 X 21.34
94
X 21.34
-X 16.58
_X
18.24
95
97
96
TYPE:
AS—BUILT
PROJECT#
qq-100
DATE: 2/12/03
F.B. 42 PG. 5g
DRAWN BY.•
SME
CHECKED BY.•
JRP
SCALE: 1"=50'
SHEET: 1 of i
i4vE5T�l� If
f=,L-D �
REW SI DNS
m
N 5006 A 136
E 6520.6604
AS -BUILT PAVEMENT &DRAINAGE S
' r i
Report of Survey 7 ,
TYPE OF SURVEY: A5—BUILT}:
THIS SURVEY PERFORMED BY! "
HOUSTON $ PRICE, INC. L.B. #6g05 s
8436 U.S. HIGHWAY I "
SEBASTIAN, FLORIDA
32g58
* PROFESSIONAL jSURVEYOR Q MAPPER IN RESPONSIBLE CHARGE:
STUART A. I OUSTON, P.L.S. #44gO JAY R. PRICE, P.S.M. #6386
* THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN 'THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) IS URBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT
IN 71500. THE MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 2/12/03
* STATIONS 4 OFFSETS ARE BASED ON CONSTRUCTION PLAN BASELINES.
* THE BEARING BASE FOR THIS SURVEY IS: N37'43'45"E, ;ASSUMED ALONG
THE S.E. R/W OF G.R. 512, PER THE PLAT, AND SHOWN THEREON. ;.
* STATE PLANE COORDINATES SHOWN ARE BASED ON PUBLISHED VALUES
FOR IRC MONUMENTS GP523 AND GPS24.
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, IMPROVEMENTS,
OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, > .
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
4 .
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED.
r
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE .'IN FLOOD ZONES 'X'
PER FLOOD INSURANCE RATE MAP #1206100078: E, DATED 5/4/8q.
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC
VERTICAL DATUM (NGVD) OF Ig2q. THE BENCHMARK IS THE NORTH RIM
OF SANITARY MANHOLE S—q, ELEVATION=21.03
I _
Legend 4 Abbrcvl4tlon8: (69mbola not 8caleable for 61=e)
PLS — PROFESSIONAL LAND SURVEYOR ® — BELL SOUTH APPURTENANCE
PSM — PROFESSIONAL SURVEYOR 4 MAPPER ® CABLE T.V. BOX
LB — LAND SURVEYING BUSINESS ® — FLORIDA POWER It LIGHT APPURTENANCE
(L — CENTERLINE — LIGHT POST
R — RADIUS ° — HYDRANT
L — LENGTH D4 GATE VALVE
[� — DELTA ANGLE 9d — IRRIGATION VALVE
E/P — EDGE OF PAVEMENT ® — WATER METER
B/C — BACK OF CURB ® SANITARY MANHOLE
B.M. — BENCHMARK F
— PERMANENT REFERENCE MONUMENT ( 1812 )
® DRAINAGE MANHOLE
OO — IRON ROD 4 CAP (IRC) ® _ CURB INLET
FD — FOUND SURFACE INLET
(M) — MEASURED MITERED END SECTION
(AB) — AS—BUILT PrP — AS—BUILT PVMT. ELEV.
a
® - SANITARY SERVICE
I
F
URVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE,
ORIGINAL. RAISED SEAL OF, THEFLORIDA LICENSED SURVEYOR
AND MAPPER NAMED EtLG yY.:
/I
NO. DATE DESCRIPTION BY