HomeMy WebLinkAbout1999 - Phase I Waterline & Sanitary Sewer SurveyGATE VALVE BOX-,-,
33.8'NW OF
STA.0+00/1.10'RT.
OF B/L EXTENDED
PAVEMENT P.I.,
EXISTING 12"
WATER MAIN
.� aA
2'WIDE-`
CONCRETE
CURB
10
4'
AT
PAVEMENT P.I.
CBS _ _ 2'WiDE
WALL - CONCRETE
° -_CURB
7� MEDIAN l!s l a
6" WIDE
-- /� CONCRETE
'D"TYPE CURB
ae
`WATER LINE
OFF BACK CURB
PC (49"COVER) MEDIAN
4' WIDE-J
CONCRETE 1y \
SIDEWALK
In -WATER LINE
2'OFF BACK CURB \
AT PCC (38"COVER)
SINGLE WATER SERVICE 1
STA. 3+01.7 / 30.9'RT.
I 10"WATER LINE
UNDER SIDEWALK
AT PT \\
I i
CD
I DOUBLE WATER SERVICE
STA. 4+40.8 / 27.0'RT.
I
0
1
r
I
LAKE
i
CDPHASE I
FIRE HYDRANT ASSEMBLY
STA. 5+99.1 / 23.2'RT.
GATE VALVE (38- COVER(\
\�\ PCC -_ 5+66.40
SINGLE /WATER SERVICE
STA. 5+94.6 / 25.7'RT
SINGLE WATER SERVICE
STA. 6+03.6(// 25.9'RT.
10"WATER LINE \
UNDER SIDEWALK
O
a a I A
ti �� N I261602.402 --
8 1740I 239 -- ? a 06' 38"_ E_ -
•,_,_
2349 •905
.46
35 1 .01 14 Lnke
p - 43 c if
PHASE 2
DOUBLE WATER SERVICE
STA. 0+31.8 / 27.3'R
(:8
DOUBLE WATER SERVICE
STA. 1_+54 _0 / 27.3'RT.
( D9
CO)
I
DOUBLE WATER SERVICE
STA_.. 2+83 .0 / 25 .0' RT .1
C I R C L E-\
DII
12
DOUBLE WATER SERVICE
STA. 4+16.0 / 25.5'RT.1
1
IRC GPS 70
N 1263809.037
E 818209.210
DOUBLE WATER SERVICE a
STA. 6+94.8 / 28.9'LT.
GATE VALVE BOX /
/S36" 7+78.0 / 18.9'RT,I
��. GATE VALVE / WITH BLOWOFF
STA. Ii+78.0 / 19.2'RT.
GATE VALVE BOX\ �\ \ �-��- ___-__-_ _-_____ /_ (28` COVER(
/ STA. 0 + 2 8 .0 / ! 8 . 1 L T .. ------- - - -
(36- COVER)
J 1 WATER LINE (36" COVER GATE VALVE / WITH BLOWOFF
I�I 6'OFF BACK CURB - STA. 11+65.0 / 22.3'RT.
LEGEND
B/L
- BASELINE
C/L
- CENTERLINE
STA.
- STATION
P
- PLANS
AB
- AS -BUILT
INV.
- INVERT
EL
- ELEVATION
MH
- MANHOLE
LT.
- LEFT
RT.
- RIGHT
L.F.
- LINEAL FEET
SURVEYOR'S NOTES:
LEGEND:
P.O.B.- POINT OF BEGINNING
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCE
MONUMENT
P.C.P.- PERMANENT CONTROL
POINT
SEC. - SECTION
TWP. - TOWNSHIP
RGE. - RANGE
R/W- RIGHT OF WAY
- CENTERLINE
ELEV - ELEVATION
E/P - EDGE OF PAVEMENT
C/O - CLEAN -OUT
ELEC - ELECTRIC
iRC - INDIAN RIVER COUNTY
GPS - GLOBAL POSITIONING SYSTEM
® CABLE PEDESTAL
ISM TELEPHONE PEDESTAL
® ELECTRIC PANEL BOX
O SEWER MANHOLE
0 SEWER CLEAN -OUT
Q WATER VALVE
raja FIRE HYDRANT
C9) ELECTRIC METER
Q SEWER VALVE
1. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM. 1929.
2. STATE PLANE COORDINATES AND BEARINGS AS SHOWN ON THIS SKETCH ARE
BASED ON THE FLORIDA STATE PLANE HORIZONTAL DATA (EAST ZONE): FLORIDA
HIGH PRECISION GEODETIC NETWORK AND NAD 83/1990 FINAL ADJUSTMENT.
iWATER LINE
5'OFF BACK CURB
I \ \ \
6`WATER LINE i (eta� STA. 10+79.a
18.2'LT. AT PT END OF ROAD \
(36" COVER)
\DOUBLE WATER SERVICE
STA. 1+85.0 / 26.5'LT. , _ C O L L I ER C L U DR I V E
II I \
-SINGLE WATER SERVICE \ \ \
STA. 3+10.0 / 28.5'LT. \ `
\x.,, W I L L 0w COURT
-FIRE HYDRANT ASSEMBLY
STA. 3+16.0 / 23.1'LT.
-GATE VALVE (36' COVER(
SINGLE WATER SERVICE
STA. 3+20.0 / 27.5'LT.
WATER LINE 10
6'0FF BACK CURB
10
(36` COVER)
PHASE I PHASE 2
Lake A \ `\N
MATCH LINE
(SEE SHEET 2 OF 2)
CERTIFICATION BY ENGINEER OF RECORD
THE AS -BUILT PLANS FOR THIS PROJECT HAVE BEEN PREPARED BY
THE PROJECT SURVEYOR. DAVID M. JONES. MASTELLER & MOLER. INC.
THE ENGINEER OF RECORD FOR THE COLLIER CLUB PROJECT. HAS
REVIEWED THE AS -BUILT PLANS AND HAS DETERMINED THAT THE
COMPLETED CONSTRUCTION DEPICTED ON THIS PLAN IS SUBSTANTIALLY
IN CONFORMANCE WITH THE PERMITTED DESIGN.
STEPHEN E. MOLER. P.E.. FL #33193
VICE PRESIDENT. MASTELLER & MOLER. INC.
•
WATER MAIN
AS-BUILT SURVEY
-DATE OF SURVEY: FEBRUARY 3. 1999.
THIS AS -BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW AND MEETS THE MINIMUM REQUIREMENTS
OF CHAPTER 61G17. FLORIDA ADMINISTRATIVE CODE PURSUANT TO
SECTION 472 OF THE FLORIDA STATUTES.
;SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
DAVID M. JONES, FLORIDA LICENSE NUMBER LS 3909
l
(SIGNED AND SEA )
(O"REV BY
(.WATER SERVICES &
CPS ADDED PR
B
3-3-99
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PRB
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DMJ
DATE
2-23-99
SCALE
I' - 50'
JOB NO.
95307ABW
SHEET
I
OF 3 SHEETS
F.B. 114. PGE. 57 CCWATERI-GCD DATA
FLEMING GRANT
FIRE HYDRANT ASSEMBLY.
STA. 1+43.'2 / 24.9'RT.
GATE VALVE (30'COVER)
PALMETTO COURT
DOUBLE WATER SERVICE
STA. 4+66.0 / 50.0'RT.
i DOUBLE WATER SERVICE
STA. 5+19.0 / I.O'RT.
rvn rfIHJC 1
(30'COVER)
MATCH LINE (SEE SHEET I OF 2)
iA 9 U-14U "A 1 CPN L I Nrl
FOR PHASE I
( 1 8' CCOV/ER )
FA -
HATER LINE 5'OFF
M A ,- V !'I 114 n
SURVEYOR'S NOTES:
1. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM. 1929.
2. STATE PLANE COORDINATES AND BEARINGS AS SHOWN ON THIS SKETCH ARE
` BASED ON THE FLORIDA STATE PLANE HORIZONTAL DATA (EAST ZONE): FLORIDA
HIGH PRECISION GEODETIC NETWORK AND NAD 83/1990 FINAL ADJUSTMENT.
PHASE 2
=WILLOW COURT
VICE
7.6'LT. �
10+60.9 117.6'L
)RARY BLOWOFF 1
In tiirTrn 1 i per 't
PHASE I i- PHASE 2
COURT
SCALE: I' - 50'
LEGEND
B/L BASELINE
C/L - CENTERLINE
STA. - STATION LEGEND:
P - PLANS
AB - AS -BUILT P.O.B.- POINT OF BEGINNING
INV. - INVERT P.O.C.- POINT OF COMMENCEMENT
EL - ELEVATION P.R.M.- PERMANENT REFERENCE
MH - MANHOLE MONUMENT
LT. - LEFT P.C.P.- PERMANENT CONTROL
RT. - RIGHT POINT
SEC. - SECTION
L.F. - LINEAL FEET TWP. - TOWNSHIP
RGE. - RANGE
R/W- RIGHT OF WAY
- CENTERLINE
ELEV - ELEVATION
E/P - EDGE OF PAVEMENT
C/O - CLEAN -OUT
ELEC - ELECTRIC
IRC - INDIAN RIVER COUNTY
\ GPS - GLOBAL POSITIONING SYSTEM
\ ® CABLE PEDESTAL
® TELEPHONE PEDESTAL
® ELECTRIC BOX
G SEWER MANHOLE
O SEWER CLEAN -OUT
(w� WATER VALVE
FIRE HYDRANT
WATER MAIN
AS -BUILT SURVEY
REVISIONS BY
(.WATER SERVICES &
GPS ADDED 3 J
-3-99
F�
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DRAWN
PRB
CHECKED
DM,
DATE
2-25-99
SCALE
JOB NO
i
y
9S307AFsW
ZtHFF
OF -`
F . B . 1 14. PGE 57, CCWATER2-GCD DATA
/zo
Q
0
MH # 16 - --
STA. 4+10.0 / 25.0'RT.
RIM - 19.80'P / 19.96'AB
OUT INV.- 14.00'P / 14.08'AB
MH # 7
STA. 6+66.0 / C/L
RIM EL - 19.14'P / 19.28'AB
NW INV,- 12.97'P / 13.07'AB
SE INV.- 8.92'P / 8.91'AB
NE INV.- 8.82'P / 8.81'AB
Cl CrTD I (- ►AGTF'R
MH # 6
STA. 7+39.0 / 7.0'RT. --
RIM EL - 19.64'P / 19.67'AB
NW INV.- 9.18'P / 9.15'AB
NE !NV.- 9.47'P / 9.49'AB
SE INV.- 9.23'P / 9.17'AB
MH # 15 -_
STA. 1+78.0 / 5.0'RT.
RIM EL - 20.39'P / 20.39'AB
SE INV.- 9.88'P / 9.86'AB
N INV.- 9.83'P / 9.81'AB
SEWER SERVICE -J
STA. 2+18.0'/23.0'RT.
FORCE MAIN
IRC GPS 70
N 1263809.037
E 818209.210
N 2°06 .=---
__ ---- ---------`2349.905
on fIVV Iv.41 f- Iv.4v ND
�169.5'L.F.
8"SEWER LINE
AT 0.37% MH 4
_ STA. 11+29.0 / 8.0'RT.
�� _RIM EL - 19.70'P / 19.73'AB
- E INV.- 11.00'P / 11.02'AB
SW INV.- 10.90'P / 10.92'AB
STA. 10+79.0
END OF ROAD i\
COLLIER CLUB, DRIVE
x
i
x
PHASE 2
MATCH LINE (SEE SHEET 2 OF 2)
LEGEND
B/L
- BASELINE
C/L
- CENTERLINE
STA.
- STATION
P
- PLANS
AB
- AS -BUILT
INV.
- INVERT
EL
- ELEVATION
MH
- MANHOLE
LT.
- LEFT
RT.
- RIGHT
L.F.
- LINEAL FEET
NOTE:
LEGEND:
P.O.B.- POINT OF BEGINNING
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCE
MONUMENT
P.C.P.- PERMANENT CONTROL
POINT
SEC. - SECTION
TWP. - TOWNSHIP
RGE. - RANGE
R/W- RIGHT OF WAY
- CENTERLINE
ELEV - ELEVATION
E/P - EDGE OF PAVEMENT
C/O - CLEAN -OUT
ELEC - ELECTRIC
IRC - INDIAN RIVER COUNTY
GPS - GLOBAL POSITIONING SYSTEM
[0 CABLE PEDESTAL
® TELEPHONE PEDESTAL
I@ ELECTRIC PANEL BOX
G SEWER MANHOLE
0 SEWER CLEAN -OUT
Q WATER VALVE
FIRE HYDRANT
® ELECTRIC METER
Q SEWER VALVE
I' - 50'
ALL SANITARY SEWER IS 8" PVC PIPE
SURVEYOR'S NOTES:
1. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM. 1929.
2. STATE PLANE COORDINATES AND BEARINGS AS SHOWN ON THIS SKETCH ARE
BASED ON THE FLORIDA STATE PLANE HORIZONTAL DATA (EAST ZONE): FLORIDA
HIGH PRECISION GEODETIC NETWORK AND NAD 83/1990 FINAL ADJUSTMENT.
WILLOW COURT
SANITARY
A S - B U I L T
(SHEET I OF 3)
SEWER
SURVEY
REVISIONS
E:
BY
2.SEWER SERVICES &
GPS ADDED 3- 1 -99
P R B
i.ADD CSEWER % AND
I DB
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DRAWN
PRB
CHECKED
DMJ
DATE
2-5-99
SCALE
I- - 50'
JOB NO.
95307ABI
SHEET
S
s
nor r-s
rflbACC1 _rrn f)AT1
FLEM i N�; CRA
_
SEWER SERVICE
LAKE CIRCLE
8"SEWER LINE
5T4. 5+78.0 / 5.0'RT.
R|kd EL ~ 19.87'P / 19.88'4B��-
SE INV.- 11.33'P / 11.34'AB
NW INV.- 11.28'P / 11.29'/\8
> (2�)
SEWER SERVICE
8"SEWER LINE
*�= A/ 0.40%
u
�
~=� |
�.��
o
°
SEWER SERVICE
(D
STA. 7~68.0
/ |2.0'RT.
RIM EL ~
2(}. 35 ' P / 20.32 'AB
NE INV.-
12.15'P / 12.17'/\B
NW INV.-
| 2 . 05 ' P / | 2 . O5 '4B
S |NV.~
14.12'P / 14.20'48
(3)
MH#|2
STA. 1+35.0 / 5.0'RT.
R|k6 EL ~ 19.63'P / 19.59'A8
SE INV.- 14.64'P / 14.75`AB
N INV.- 14.54'P / 14.65'A8
C�)
SEWER SERVICE
|
| SEWER SERVICE
23
PALMETTO
A8 MTTO COURT/
I C2 2)
SEWER SERV|CE
3T4. 4+00.0'/24.5
'RT.
(23)
MH 0 ||
STA. 4+75.0 / C/L
R|&d EL ~ 20.43'P / 20.40'/\B
N INV.- 16.00'P / 16.12'/\B
| D-4 /
�
| /
� | SEWER SERVICE
i STA. 5+04.0'/31.0'RT.
|
|
/
!
!
SEWER
5T4. 6+69.3'/23.1'LT. /
�
'
`
^
k��T/~U LINE /�[[ �U[[T | /l� �\
|v//+|��|| �_ | |vL_ (SEE SHEET | ��| c� /
[�[^ (��� ��O
' /``~ `^/ ^/ / "
N 1263809.037
� E 818209.210 �
/�
r��u`�
/ -
_
8+8E8.4' 23.5'LT.
/
|| i
i SSTEQAW. SEWER SERVICE i /
5T4. 10+09.9'/2'LT /
243.4'L.F. /
8'SEWER LINE / | |
._ _ -' ('| |
D
` | O � /
/8'SEWER LINE SEWER SERVICE-zz::�_
SEWER SERVICE
STA. 3~87.0'/36.0'RT.
/ �SEWER SERVICE �
STA. 5+05.O'/32.0'LT.|
\
SEWER SERVICE
STA. 4+08.0'/25.0'RT.
G§)
0
NOTE:
ALL
S AN U T ARY SEWER
R I = PVC
P 0 P
SURVEYOR'S NOTES:
|. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL D/\T0N. 1939.
2. STATE PLANE COORDINATES AND BEARINGS AS SHOWN ON THIS SKETCH ARE
BASED ON THE FLORIDA STATE PLANE HORIZONTAL DATA (EAST ZONE): FLORIDA
HIGH PRECISION GEODETIC NETWORK AND N/\D 83/1990 FINAL ADJUSTMENT.
LEGEND
B/L
~ BASELINE
C/L
~ CENTERLINE
STA.
- STATION
p
~ PLANS
/\B
- AS -BUILT
}NV.
~ INVERT
EL
~ ELEVATION
MH
~ MANHOLE
LT.
~ LEFT
RT.
RIGHT
L.F.
~ LINEAL FEET
LEGEND:
P.O.B.- POINT OF BEGINNING
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCE
MONUMENT
P.C.P.- PERMANENT CONTROL
POINT
SEC. ~ SECTION
TYYP. - TOWNSHIP
RGE. ~ RANGE
R/VV~ RIGHT OF WAY
� ~ CENTERLINE
ELEV ~ ELEVATION
E/P - EDGE OF PAVEMENT
C/O ~ CLEAN -OUT
ELEC ~ ELECTRIC
{QC ~ IND|/\N RIVER COUNTY
GPS ~ GLOBAL P03|T|0N|NS SYSTEM
K5 CABLE PEnE9T&|
to Tj TELEPHONE PEDESTAL
2+00 0 SEWER CLEAN -OUT
-------------------
(9) WATER VALVE
SEWER SERVICE F IRE HYDRANT
fr 8"SEWER LiNE
J�l E - E
G�)
"SE ER SERVICE FORCE MAIN
OAK COURT
G�)
SEWER SERVICE
FORCE MAIN
4 2)
--------------------------------------------------------------------------------------------------------------------------------------
STA. 11+01.0
END OF ROADWAY
-SEWER SERVICE
' '
---�(---��--1����<--� l ����y--� l ����y--1
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`--^ `--� ~--� `--^ `--� ^--' �� `--~" + / / / �� �--1 / /�� `---° ' ' `--� ^--�
"
A S SAN I TARY SEWER
B U I L T SURVEY
(SHEET 2 OF 3)
(07EV I S I ONS
BY
I.ADD SEWER % AND
NOTES
PRB
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(.CA/\SE2-G(`D DATA
FLEW|NG GRANT
�E BETWEEN CffQjES
R0PERTY LINE
FORCE MAIN UNDER CREEK
/ FORCE MAIN
tri
2+00
FUTURE
| |7-} |[}[_ COLLIER
`O| ||F_F} CLUB
' /"r
DITCH AIR RELEASE VALVE
TOP
D$EBETWEEN DITCHES
0
SURVEYOR'S NOTES:
|. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM. 1929.
TRACT "I"'
SEBASTIAN HIGHLANDS
SeDcstian
F-|)7-||F}[- COLLIER CLUB
6+0
,
ig "'�Icnds
FORCE MAIN
OVBHEADLINIE3
FORCE MAIN
DITCH
DITCH
DITCH m
PROPERTY LINE
--,-,--.,POWER DITCH
� OVERHEAD LINES OVERICC LINES
-----__'
CT
TRA I "I"
SEBASTIAN HIGHLANDS
Sebcs han
1 .
h I
Hig icncs
SCALE: |' - 50'
LEGEND:
P.O.B.- POINT OF BEGINNING
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCE
MONUMENT
P.C.P.- PERMANENT CONTROL
POINT
SEC. ~ SECTION
TVYP. ~ TOWNSHIP
RGE. -RANGE
R/YV~ RIGHT OF WAY
CENTERLINE
ELEV - ELEVATION
E/P ~ EDGE OF PAVEMENT
C/O ~ CLEAN -OUT
ELEC ~ ELECTRIC
[_q CABLE PEDESTAL
OO TELEPHONE PEDESTAL
03 ELECTRIC 8O%
S SEWER MANHOLE
o SEWER CLEAN -OUT
0 WATER VALVE
=& FIRE HYDRANT
8/L ~ BASELINE
C/L ~ CENTERLINE
STA. ~ STATION
P ~ PLANS
4B - AS -BUILT
INV. ~ INVERT
EL ~ ELEVATION
WH ~ MANHOLE
LT. ~ LEFT
RT. ~ RIGHT
L.F. ~ LINEAL FEET
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\
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AS _
BU I L 'i S U R V E Y
(SHEET 3 OF 3)
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