HomeMy WebLinkAbout2006 - Lift Station Surveyr
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Legend 4 ,4bbreviations: (symbols not scaleable for size) \
PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE
P5M - PROFESSIONAL SURVEYOR d MAPPER - WOOD UTILITY POLE
LB _ LAND SURVEYING BUSINESS ® _ TELEPHONE SERVICE \ 1" IP FD.
TL CENTERLINE ® GABLE T.V. BOX 0.25' EA5T
R - RADIUS - ELECTRIC BOX �('� \ ��. IRC FD. LB 6805
L - LENGTH - LIGHT POST \Iry (10' WITNESS)
- DELTA ANGLE - WELL
E/P - EDGE OF PAVEMENT V° - HYDRANT
B/C - BACK OF CURB D4 - GATE VALVE
B.M. - BENCHMARK - FORCE MAIN VALVE = <+
RCP - REINFORCED CONCRETE PIPE ® - WATER METER 1" IP FD.
POB - POINT OF BEGINNING OO - SANITARY MANHOLE 0.10' WEST
0 - PERMANENT CONTROL POINT (PCP) ® - SANITARY SERVICE coy \
x ,, ...®, - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK / �.;a. IRC FD. LB 6905
O - IRON PIPE (IP) - DRAINAGE MANHOLE
O - IRON ROD t CAP (IRC) ® - CURB INLET / NAIL FD.
O - CONCRETE MONUMENT (GM) IN - SURFACE INLET / 0.20' WEST $
FD - FOUND - MITERED END SECTION c3
(M) - MEASURED - CONCEPTUAL DRAINAGE /
F.F. - FINISH FLOOR -v- - STREET SIGNX.
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0.55' NORTH q \ - N 1263178.3
, Aq 0.44 EAST yon \ \ STA: T: 17..65 E 673264.0
IRC FD. 4896 (IRC LB 6805 SET) \ OFFSET: 17.15 R
0.23' NORTH '' \ 0N 1263177.7
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\. ''�s STA: 101 +g4.08
OFFSET: 180.75 R 3
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N. INV. EL.=2.65' \ \� $ /
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i E 673106.3 \ \ a , \ „': 0.10' WEST
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71.15' (PLAT)
Vol
6i \ 71.10150" (CALC) \
53.2' 53.2' r, 123.75'10 -
�'� IRC SET 6g05 CJB� 04 10711 w 230.15'
IRC SET bg05 , _
TOP OF SAW
\ Re ort of Surve • FLORIDA DEPARTMENT OF TRANSPORTATION LATERAL DITCH NO. 8
�\�
p - ----
30" RCP
*TYPE OF SURVEY= TOPOGRAPHIC ---------------------------------------------------------------------PRM FD_'42g8 - —
* T1415 SURVEY PERFORMED BY: -q
PRM FD. '4298' l \
HOUSTON, SCHULKE, BITTLE, * STODDARD, INC uE O N
1717 INDIAN RIVER BLVD. GAS MARKER
VERO BEACH, FLORIDA 32`160 \
* PROFESSIONAL SURVEYOR * MAPPER IN RESPONSIBLE CHARGE: CiP-,4fm 1C SC4LE C13>
STUART A. HOUSTON, P.L.S. #44410 30 o Is 30 \
NAIL/DISK FD.
* THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM PREVIOUSLY
TECHNICAL STANDARDS (61G17-6, FAG) 15 URBAN. THE MINIMUM `STA 612+00
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT IN FEET)
Afrl 7,5 .-ruc-M�^.5:l=?E!"! T QND CALCULATION OF A CLOSED TnG!� x 30 Pt.
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF T1415 ACCURACY
REQUIREMENT. l�IOI^t.l'1
Legal Description:
* THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM
TECHNICAL STANDARDS AS CONTAINED IN 6IG17-6, FAG. THE EASTERLY 15 FEET OF LOT 7, ALL LOTS 81 q, 10, 23,
*ELEVATIONS AND DIMEN51ON5 SHOWN HEREON ARE MEASURED IN FEET * NO TITLE OPINION OR GUARANTEE 15 EXPRESSED OR IMPLIED. 24, AND 25, BLOCK q OF THE EDGEWATER SUBDIVISION,
AND DECIMAL PARTS THEREOF. TOGETHER WITH THAT PORTION OF THE ABANDONED
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES RIGHT-OF-WAY FOR JEFFERSON STREET ABUTTING SAID
* THE LAST DATE OF FIELD WORK WAS: 10/25/06 ARE THE SAME. LOTS 23, 24 AND 25, TO THE SOUTH, TOGETHER WITH
* THE BEARING BASE FOR THIS SURVEY IS: NI8'30109'W, ASSUMED ALONG * LEGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT. ALL LOTS 41 51 61 71 81 AND q, OF BLOCK 10, OF THE
THE OF Q OF INDIAN RIVER DRIVE, AS SHOWN ON THE 'RIGHT-OF-WAY SURVEY' EDGEWATER PARK SUBDIVISION AND THAT PART OF THE
OF INDIAN RIVER DRIVE, PREPARED FOR THE CITY OF SEBASTIAN BY MASTELLER, * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED. ABANDONED RIGHT-OF-WAY OF JEFFERSON STREET WHICH
MOLER 4 REED, INC. ABUTS LOTS 41 51 61 71 8, AND q TO THE NORTH, AS
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES PER PLAT RECORDED IN PLAT BOOK 5 PAGE 25 PUBLIC
* THI5 SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY 1AE-8' E ' AE -7' PER FLOOD INSURANCE RATE MAP #12061C0077 G, DATED RECORDS OF ST. LUCIE COUNTY FLORIDA; SAID LAND NOW
UNDERGROUND�CI�MNROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, JUNE 30,1`199. SITUATE AND LYING IN INDIAN RIVER COUNTY, FLORIDA, '
* NO INFORMATION HAS BEEN SUPPLIED TO THIS OFFICE, REGARDING THE PER PLAT RECORDED IN PLAT BOOK I, PAGE 23.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, EXACT DISTRIBUTION OF LANDS IN THE ABANDONED RIGHT-OF-WAY OF
OR OWNERSHIP WERE SUPPLIED TO T14I5 SURVEYOR, EXCEPT AS SHOWN. JEFFERSON STREET FOR THIS SURVEY.
/' PLAT OF SURVEY FOR:
i
Left Station Survey
ffOU90N, MR= SIM & ff0ffiff, fE
PROFESSIONAL LAND SURVEYORS & MAPPERS
Certi'ircateofAidorimlyon: LB 6905
1717hiffm River Blvd - Suite 202C Vem Beach, Florida 32960
phone: (772) 794 - 1213 facsimile: (772) 794 -1096
e-mad:1b6905@bellsoutbnet
NO.-. DATE
REVISIONS
DESCRIPTION
TYPE: TOPOGRAPHIC
PROJECT# 02-002
DATE: 10/24/06 F. B. PG.
DRAWN BY: E.J.H.
CHECKED BY S.A.N.
SCALE: I"=30' SHEET I OF
THIS SURVEY IS NOT VALID WITHOUT,, -THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED. SURVEYOR
AND MAPPER NAMED BELOW.
Ry S 1 DART A. HOUSTON, P.L.S.#4490