Attachment_G_LS-1_Survey.pdf
PDF 440 KB Posted
- Attached to
- Lift Station# 1 Improvements (Grant Funded)
- Solicitation number
- Solicitation-2024-017
- Issued by
- Alachua County, Graceville City, Florida
About this file
This is a topographic survey document for Gainesville Regional Utilities (GRU) prepared by a professional surveying firm, located in Alachua County, Florida. The survey details the site of Lift Station No. 1, situated at 3311 SW 2nd Avenue, covering a parcel with tax identification number 06480-000-000. The document includes precise elevation measurements, utility infrastructure locations, flood zone information, and specific site features such as electrical infrastructure, sanitary sewer manholes, water valves, and underground utility test holes.
The survey notes the property's location in Federal Flood Zones "X" and "A", indicating areas outside and subject to potential 1% annual chance flooding. The document includes a verified vertical and horizontal data table documenting ground elevations, utility types, and service sizes for five test holes on the site. The survey was originally conducted on July 20, 2022, with revisions made on October 17, 2022, and November 29, 2022, to address engineer comments and add vertical and horizontal information. The survey was prepared by a Professional Surveyor & Mapper with Florida License No. 7132, providing a comprehensive geographic and infrastructural overview of the lift station site.
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Text version
G
G
G
G
G
G
G
G
G
G
G
71.76
71.77
71.77
71.90
71.95
72.11
72.30
72.22
72.2
73.1
72.2
71.9
71.8
71.8
72.0
72.57
72.67
72.39
72.27
72.9
71.6
71.6
71.5
71.1
73.3
73.7
72.11
72.17
72.24 72.49
72.03
71.76
72.40
72.07
71.59
71.56
71.60
71.72
71.56
71.65
72.4
72.1
71.8
71.7
71.72
72.5
72.48
71.9
71.83
71.88
72.49
72.2
71.84
72.46
72.3
72.1
72.48
71.84
71.59
71.62
73.9
73.4
73.0
72.9
72.8
72.8
72.7
74.2
74.1
74.6
73.57
73.78
73.8
74.6
74.6
73.87
74.02
74.03
73.97
73.9
74.2
73.4
73.3
73.2
74.1
74.58
74.61
74.66
74.70
74.71
74.74 74.75
74.72
74.67
74.68
74.64
74.60
74.44 74.44
74.14 74.30
74.49
74.14
74.03
74.07
74.12
74.33
74.34
74.43
74.39
74.38
74.19
74.69
74.68 74.71
74.69
74.73
74.74
74.74
74.74
74.4
74.3
74.7
74.6
74.6
74.2
74.19
74.17
74.2574.33
74.22
74.22
74.34
74.31
74.35
74.29
74.63
74.72
74.67
74.65
74.38
74.45
74.44
74.1
74.1
74.0
73.5
74.2
74.4
74.59
74.54
74.62
74.61
74.58
74.54
74.53
74.63
74.72
74.4
74.74
74.73
74.50
74.0
73.9
74.48
73.9
74.50
73.9
73.74
73.9
73.2
73.67
73.79
74.1
74.474.90
74.84
74.6 74.6
74.80
73.7
74.0
74.72
72.4
74.76
74.76
74.74
74.68
74.62
74.69
74.4
74.3
74.5
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S V
C
O
C
O
S V
S S
SS
C
O
B F
P
B F
P
E
E
E
E
E
E
E
E
B I O
F
L T E R
S
F U
E L
T A N
K S
C A R
T
W
A S H
GENERATOR BUILDING
B L
O C
K
E
L E
C T
R I C
A L
B
U I L
D I N
G
SV
SV
T
T
METAL GRATE
GRATE=74.81'
TOP 24" D.I.P.=69.58'
C
A
R
T
P
A
T
H
ANTENNA
F M
F M
F M
F M
F M
24"D.I.P.
6" COUPLING
D.I.P. INVERT: 77.76'
PAVEMENT CUT
METAL GRATE
GRATE=74.59'
TOP 12" D.I.P.=70.27'
8' CHAINLINK
GATE
GATE (8' CHAINLINK)
8" CHAINLINK
6' CHAINLINK
T
CONCRETE BURIED
6" HEADER CURB
6" HEADER CURB
ZONE X
ZONE A
APPROXIMATE FEMA FLOOD ZONE LINE PER FIRM SCALE
SITE BENCHMARK
SITE BENCHMARK
SET 5/8" ROAD AND CAP
LABELED TRV LB 5075
N:4974.07'
E:4974.07'
EL:73.74'
SET 5/8" ROAD AND CAP
LABELED TRV LB 5075
N:5072.65'
E:5112.94'
EL:71.34'
FOUND NAIL AND DISK
STAMPED PCP MCMILLEN PSM 5469 PRM
WOOD STEPS
12" METAL LID WITH GROUND ROD
10.0'
10.0'
17.0'
17.0'
WOOD DECK
6' CHAINLINK
6' CHAINLINK
"SPEED LIMIT"
SV
E
E
E
E
E
FM
FM
FM
FM
F
M
12" TO 6" REDUCER
D.I.P. INVERT: 77.48'
12" TO 6" REDUCER
D.I.P. INVERT: 77.83'
12" WATER VALVE TO GROUND
D.I.P. INVERT: 78.50'
12" WATER TEE
D.I.P. INVERT: 77.76'
12" WATER TEE
D.I.P. INVERT: 77.80'
12" WATER TEE
D.I.P. INVERT: 77.78'
12" WATER TEE
D.I.P. INVERT: 77.74'
12" D.I.P. VALVE
TOP ELEV: 78.89'
12" D.I.P. VALVE
TOP ELEV: 78.88'
12" D.I.P. VALVE
TOP ELEV: 78.94'
12" D.I.P. VALVE
TOP ELEV: 78.88'
C
O
C
O
S
S
S
S
S S
S S
S S
SANITARY MANHOLE
N RIM = 74.49'
N INVERT = 60.08'
E INVERT = 64.89' (6" PVC)
SW INVERT = 59.34' (30" PVC)
NW INVERT = 59.69' (30" PVC)
SANITARY MANHOLE
N RIM = 74.08'
S INV = 60.48' (36" HDPE)
BOTTOM = 60.47'
OTHER INVERTS NOT ACCESSIBLE
S
E
N 88°36'08" E 105.99'
S
N 88°36'06" E 80.14'
S
'5
E
.6
N
W
N
S 88°36'08" W 32.85'
8.00'
8.00'
7.00'
A.K.A. STATE ROAD NO. 26A
S.W. 2nd AVENUE
(100' RIGHT OF WAY)
G.R.U. LIFT STATION ONE
TAX PARCEL NO. 06480-000-000
FM
F M
F M
F M
F M
F M
METAL LID VAULT
LID=74.75'
B.O.S.=52.75'
E INV=59.31'
12' DIA WELL
E
E
E
E
24"-12" REDUCER
(PIPE GOES UNDERGROUND)
METAL LID VAULT
LID=74.69'
B.O.S.=52.53
E INV=58.96' (30" PVC)
12' DIA WELL
S S
SANITARY MANHOLE
S RIM = 74.06'
ONLY VISIBLE PIPE WAS FM
E
E
E
E
BURIED CONCRETE FROM OLD WET WELL
TOP ELEVATION +/- 74'
TH-1
TH-2
TH-3
TH-4
TH-5
SURVEYOR'S NOTES:
THIS PROPERTY IS LOCATED IN FEDERAL FLOOD ZONE "X", AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN,
AND IN FEDERAL FLOOD ZONE "A", AREAS SUBJECT TO INUNDATION BY
THE 1% ANNUAL CHANCE FLOOD (NO BASE FLOOD ELEVATIONS
DETERMINED) AS INTERPOLATED FROM F.I.R.M. PANEL NO. 120001 0293 D,
EFFECTIVE DATE: JUNE 16, 2006.
FLOOD ZONE:
C I T
Y
O
F
G
A I N
E S
V I L
L E
TOPOGRAPHIC SURVEY
LOCATED IN SECTION 01, TOWNSHIP 10 SOUTH, RANGE 19 EAST,
ALACHUA COUNTY, FLORIDA
N B
D S
K S
B O
O K
P
GRAPHIC SCALE
10 205
N
P r o f e s s i o n a l
S u r v e y o r
M a p p e r
F l a
L i c e n s e
N o
A N
D R
K
S
M I T
H
1. COORDINATES SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE ZONE NORTH.
ESTABLISHED WITH A NETWORK RTK SOLUTION.
2. BOUNDARY BASED ON PREVIOUS SURVEY BY THIS OFFICE UNDER JOB NUMBER 09-0433.
3. NO UNDERGROUND INSTALLATION OF UTILITIES OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE.
4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY ENCROACH.
5. INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND OR OWNERSHIP WERE
NOT FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN. SEARCH OF THE PUBLIC RECORDS HAS
NOT BEEN DONE BY THE SURVEYOR.
6. INFORMATION FROM FEDERAL EMERGENCY MANAGEMENT AGENCY, (F.E.M.A.) FLOOD INSURANCE
RATE MAP(S), SHOWN ON THIS MAP WAS CURRENT AS OF THE REFERENCED DATE. MAP REVISIONS
AND AMENDMENTS ARE PERIODICALLY MADE BY LETTER AND MAY NOT BE REFLECTED ON THE
MOST CURRENT MAP.
7. FENCES, SYMBOLS, MONUMENTATION AND UTILITIES SHOWN HEREON MAY BE EXAGGERATED FOR
PICTORIAL PURPOSES ONLY AND MAY NOT BE SHOWN TO SCALE.
8. VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
ESTABLISHED FROM MONUMENT I75 73 B41 RM2 WITH AN ELEVATION OF 131.14'.
9. ADDITIONAL POINTS MAY BE FOUND BY TURNING ON THE SV - NODE* LAYERS IN THE SUPPLIED
DIGITAL FILE.
BFP
E
SS
SV
T
C
O
= METAL LIGHT POLE
= BOLLARD
= WATER VALVE
= TRANSFORMER
= SEWER VALVE
= SANITARY SEWER MANHOLE
= SPIGOT
= SIGN
= ELECTRIC BOX
= CLEANOUT
= BENCHMARK
= BACKFLOW PREVENTOR
LEGEND:
SS
X
FM
(E)
(W)
(CW)
(TE)
(STM)
(BC)
(RW)
= SANITARY SEWER FORCE MAIN
= FENCE (SIZE AND TYPE AS NOTED)
= SANITARY SEWER LINE
= CONCRETE SURFACE
= ASPHALT SURFACE
= RECLAIMED WATER LINE (PER PLAN)
= CABLE LINE (PER PLAN)
= STEAM LINE (PER PLAN)
= TELEPHONE LINE (PER PLAN)
= CHILLED WATER LINE (PER PLAN)
= WATER LINE (PER PLAN)
= ELECTRIC LINE (PER PLAN)
= FOUND NAIL AND DISK STAMPED "C&E LB 5075 PCP"
P.U.E. = PUBLIC UTILITIES EASEMENT
R/W = RIGHT OF WAY
ELEC = ELECTRIC
NRE = NORTH RIM ELEVATION
F.I.R.M. = FLOOD INSURANCE RATE MAP
X 47.5 = SPOT ELEVATION (PERVIOUS SURFACE)
X 47.75 = SPOT ELEVATION (IMPERVIOUS SURFACE)
INV = INVERT
RCP = REINFORCED CONCRETE PIPE
PVC = POLYVINYL CHLORIDE
D.I.P. = DUCTILE IRON PIPE
B.O.S. = BOTTOM OF STRUCTURE
R
E V
I S
I O
N
A
D D
R E
S
G
I N
E E
R
C
O M
M E
N T
= ELECTRIC LINE
G = GAS LINE
VERIFIED VERTICALLY & HORIZONTAL DATA TABLE
TEST
HOLE #
GROUND
ELEVATION
SERVICE SIZETOP ELEVATION NORTHING EASTINGTYPE
TH-1 5192.91 5016.40DIP74.02' 24"66.62' FORCEMAIN
TH-2 5167.58 5020.62PVC74.14' 4"72.25' ELEC
TH-3 5165.14 5037.31PVC74.84' 2x2.5"72.56' ELEC
TH-4 5133.35 5088.12PVC74.45' 8x1" & 4x4"71.85' ELEC
TH-5 SEE SURVEY FOR LIMITSCONCRETE74.58' 74.37'
OLD WET WELL
R
E V
I S
I O
N
V
V H
O F
R M
A T
I O
N
A
D D
D
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