W912EP23B0008 PUMA Energy Bathyemtry Survey Sections.pdf
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- Attached to
- San Juan Harbor Construction and Maintenance Dredging, 44-Foot and 36-Foot Project, San Juan, Puerto Rico
- Solicitation number
- W912EP23B0008
About this file
This document package includes plans and sections for a bathymetric survey of Puma Energy's dock facilities in San Juan, Puerto Rico, as well as details of a related federal solicitation for dredging work in the harbor.
The plans and sections depict survey results for Puma Energy's berthing area and detail required dredging to deepen areas and maintain agreed upon depths. The related solicitation from the U.S. Army Corps of Engineers seeks bids to conduct maintenance and construction dredging across several federal channels and berths in the San Juan harbor. The solicitation specifies depths for deepening and widening various channels and berths, as well as the cruise ship and Pan American berthing areas. All dredged materials will be disposed of in the San Juan Ocean Dredge Material Disposal Site. The solicitation is divided into a base requirement and two options, and includes environmental, turbidity, and vibration monitoring.
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Text version
G-101
NOT TO SCALE
N
N
N www.tetratech.com
CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.: PURCHASE ORDER:
ISSUED:
GENERAL LOCATION
INDEX OF SHEETS
FOR INTERNAL REVIEW
- NOT FOR CONSTRUCTION -
PUMA ENERGY
BATHYEMTRY SURVEY SECTIONS
26-32 CALLE M MARITIMA
FRENTE PORTUARIO GUAYNABO, PR
100-PRE-T41904
PUMA ENERGY
PUMA ENERGY OIL DOCK
RECINTO SUR ST. #251, SUITE 200
SAN JUAN, PR 00901
BATHYMETRY SECTIONS AT PUMA DOCK FROM SURVEY
CONDUCTED BY LUIS BERRIOS MONTES & ASSOC.
10-21-2022 - BATHYMETRIC SURVEY SECTIONS
01-20-2023 - REVISED SURVEY PLAN AND SECTIONS
VICINITY MAP:
PROJECT LOCATION
PROJECT LOCATION
PROJECT LOCATION
0+00 1+00 2+00
0+00 1+00 2+00
-15 -20
-2
-3
-35
-40
-10 -10
-15 -20
-25 -30 -35
-35
-30-25
-2
-15
-10
28'-0"
DREDGING OFFSET REQUIRED. DREDGING OFFSET
FROM THE PUMA PIER IS MEASURED FROM FACE
OF PILES AT CHIKSAN PLATFORM (NOT FROM
ARBITRARY LOCATION/PLATFORM ON THE PIER).
DREDGING LIMITPUMA DOCK
CHIKSAN
PLATFORM
N
30'15' 60'0
A
PUMA BERTHING AREA PLAN
SCALE: 1"=30'
CHKD:
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NOTES:
1. THE HYDROGRAPHIC SURVEY WAS CONDUTED BY LUIS BERRIOS
MONTES & ASSOCIATES IN OCTOBER 12, 2022.
2. THE HORIZONTAL CONTROLS AND GRID NORTH USED FOR THIS
SURVEY ARE REFERRED TO THE PUERTO RICO STATE PLANE
COORDINATE SYSTEM, LAMBERT PROJECTION ZONE 5200 PR/VI,
DATUM NAD83 (NA 2011) EPOCH 2010. HORIZONTAL CONTROL WAS
ESTABLISHED USING GNSS TRIMBLE R 12i EQUIPMENT AND
REFERRED TO NAD 83 (NA 2011) EPOCH 2010.
3. THE ORTHOMETRIC HEIGHT WAS DETERMINED USING GNSS &
HYBRID GEOID MODEL 18. VERTICAL ELEVATIONS ARE REFERRED
TO THE MEAN LOWER LOW WATER (MLLW) USING THE PUBLISHED
CORRECTION FROM PRVD02, LOCAL MEAN SEA LEVEL (LMSL)
DATUM TO MLLW FOR CONTROL STATION 9755371 AT TIDAL EPOCH
(1982-2001), LOCATED AT LA PUNTILLA, SAN JUAN, PUERTO RICO,
0.77 ft.
4. CONTOURS ARE SHOWN AT ONE (1) FOOT INTERVAL.
5. ALL DISTANCES AND ELEVATIONS ARE SHOWN IN US SURVEY FEET.
6. TO OBTAIN DEPTH IN REAL TIME, (RTK) A TRIMBLE R12i GNSS UNIT &
SEA FLOOR HYDROLITE TM SINGLE BEAM UNIT WAS USED.
C-101
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SCALE: HORIZ: 1"= 10' VERT: 1"= 10'
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0+00 0+10
0+20 0+30
0+40 0+50
0+60 0+70
0+80 0+90
1+00 1+10
1+20 1+30
1+40 1+50
1+60 1+70
1+80 1+90
2+00 2+10
2+20 2+30
2+40 2+50
-1.78:1
Horizontal
2022 BATHYMETRY
CHIKSAN PLATFORM
28'-0"
DREDGING OFFSET REQUIRED. DREDGING OFFSET
FROM THE PUMA PIER IS MEASURED FROM FACE
OF PILES AT CHIKSAN PLATFORM (NOT FROM
ARBITRARY LOCATION/PLATFORM ON THE PIER).
DREDGING
LIMIT
PROPOSED DREDGE
ELEVATION -47 ft MLLW
2014 BATHYMETRY5'-0"
10'5' 20'0
SECTION
SCALE: 1"=10'A
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100-PRE-T41904
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SCALE: HORIZ: 1"= 10' VERT: 1"= 10'
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0+00 0+10
0+20 0+30
0+40 0+50
0+60 0+70
0+80 0+90
1+00 1+10
1+20 1+30
1+40 1+50
1+60 1+70
1+80 1+90
2+00 2+10
2+20 2+30
2+40 2+50
-1.80:1
Horizontal
2022 BATHYMETRY
CHIKSAN PLATFORM
DREDGING
LIMIT
28'-0"
DREDGING OFFSET REQUIRED. DREDGING OFFSET
FROM THE PUMA PIER IS MEASURED FROM FACE
OF PILES AT CHIKSAN PLATFORM (NOT FROM
ARBITRARY LOCATION/PLATFORM ON THE PIER).
2014 BATHYMETRY APPROXIMATE DREDGE
ELEVATION (-) 47 ft MLLW
5'-0"
10'5' 20'0
CHKD:
DRWN:
PROJ:
DESN:
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2 3 4 5 6 7
Bar Measures 1 inch, otherwise drawing not to scale
C op yr ig ht : T et ra
T ec h
100-PRE-T41904
PU
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SA
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BA
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R ec in to
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Sa n Ju an , P
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RV/FP
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PL
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SECTION
SCALE: 1"=10'B
C-103
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| Sheets and Views |
| C-101-Plan |
| C-101-Section A |
| C-101-Section B |
| G-101-G-101.pdf |
| Sheets and Views |
| G-101 |
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