Attachment 2 - DBEH 20-1521 Shoreline Stabilization Drawings and Specs.pdf
PDF 5 MB Posted
- Attached to
- Solicitation: Restore Shoreline at Complex 46, CCSFS, FL Federal contract opportunity
- Solicitation number
- FA252122B0001
About this file
This is a solicitation for a firm-fixed-price construction contract to restore 1,800 feet of ocean shoreline at Space Launch Complex 46 located at Cape Canaveral Space Force Station in Florida. The scope of work includes constructing a sheet pile wall, placing rock boulders and gravel fill, installing geotextile and sand fill excavated from a designated beach borrow area, and establishing dune and upland vegetation. It also involves relocating electrical-communication utilities and security fencing. The contract value is between $1 million and $5 million. The performance period is 180 days from notice to proceed with 0 non-access days. This acquisition is set aside as 100% for small businesses. A site visit will be held; see Section L, Clause 52.236-27 for details. Certified funds are available for this effort.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions and Answers- DBEH 20-1521 Shoreline Restoration.pdf | ||
| Solicitation Amendment FA252122B00010002 Shoreline.pdf | ||
| Solicitation Amendment FA252122B00010001.pdf | ||
| Shoreline Restoration CX 46 - Site Visit.pdf | ||
| Attachment 6 - 45 SFS Security Badge.pdf | ||
| Attachment 1 - Technical Specification.pdf | ||
| Attachment 3 - Green Procurement Form DBEH 20-1521.pdf | ||
| Solicitation - FA252122B0001 - Shoreline Restoration Complex 46 CCSFS FL.pdf | ||
| Attachment 5 - Q and A Template.docx | DOCX document | |
| Attachment 4 - FL20220001-25Feb2022.pdf |
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CAPE CANAVERAL SPACE FORCE STATION
CAPE CANAVERAL, FLORIDA
LOCATION PLAN
NONE
N
BEACH STABILIZATION
SPACE LAUNCH COMPLEX 46, CCAFS
PERMIT(S)/ENVIRONMENTAL ACTIONS
REQUIRED PRIOR TO CONSTRUCTION
ERP/STORMWATER
ERP/WETLANDS/DREDGE & FILL
FDEP/DRINKING WATER
FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL
SURVEY/WILDLIFE
OTHER
NONE
FDEP/IND. WASTE WATER
IRP
FDEP/FUEL TANK
NOI/SWPPP
ASBESTOS
NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT
IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN
ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL
UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.
HEAVY METALS
YES NO
LEAD
PCB
NOT
VERIFIEDHAZARDOUS MATERIALS
DBEH 20-1521
C-108
NORTH JETTY SAND BORROW SOURCE - PLAN
G-002 VICINITY MAP AND NOTES
G-003 EXISTING CONDITIONS
G-001
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CIVIL ABBREVIATIONS:
(ALL MAY NOT BE USED)
AB - AUGER BORE
AC - ASBESTOS CEMENT
AG - ABOVE GROUND
AIP - ABANDON IN PLACE
C&G - CURB & GUTTER
CB-# - CATCH BASIN - NUMBER
CBL - CONSTRUCTION BASELINE
CCSFS - CAPE CANAVERAL SPACE FORCE STATION
CES - CIVIL ENGINEERING SQUADRON
CI - CAST IRON
CLF - CHAIN LINK FENCE
CONC - CONCRETE
COMM - COMMUNICATION
CS-# - CONTROL STRUCTURE - NUMBER
CU. FT. - CUBIC FEET
CFS - CUBIC FEET SECOND
DDCVA - DOUBLE DETECTOR CHECK VALVE ASSEMBLY
DIA - DIAMETER
E - EAST
EL - ELEVATION
ELEC - ELECTRIC
EOP - EDGE OF PAVEMENT
ERCP - ELLIPTICAL REINFORCED CONCRETE PIPE
EX - EXISTING
FDEP - FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION
FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION
FM - FORCE MAIN
FN - FLAG NOTE
FO - FIBER OPTIC
FP&L - FLORIDA POWER & LIGHT
FT - FOOT/FEET
FW - FIRE WATER
INV - INVERT
IP - IRON PIPE
LBS - POUNDS
LF - LINER FEET
ME-# - MITER END - NUMBER
MH - MANHOLE
MHWL - MEAN HIGH WATER LEVEL
MLWL - MEAN LOW WATER LEVEL
MW - MONITORING WELL
N - NORTH
NA - NOT APPLICABLE
NIC - NOT IN CONTRACT
N&D - NAIL & DISK
OD - OUTSIDE DIAMETER
OHE - OVERHEAD ELECTRIC
PP - POWER POLE
PROP - PROPOSED
PSF - POUNDS PER SQUARE FOOT
PSI - POUNDS PER SQUARE INCH
PVC - POLYVINYL CHLORIDE
R/W - RIGHT OF WAY
RS - COMM RISER SERVICE
S - SOUTH
SB - SOIL BORING
SD - STORM DRAIN
SJRWMD - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT
SPEC - SPECIFICATIONS
SQ - SQUARE
SQ FT - SQUARE FEET
STA - STATION
SS - SANITARY SEWER
SWPPP - STORM WATER POLLUTION PREVENTION PERMIT
SY - SQUARE YARD
T - COMM RISER
TN - TON
TOB - TOP OF BANK
TOS - TOE OF SLOPE
TYP - TYPICAL
UE - UNDERGROUND ELECTRIC
UG - UNDERGROUND
W - WEST
DRAWING INDEX
Sheet Number Sheet Title
GENERAL
G-001 VICINITY MAP, LOCATION PLAN AND DRAWING INDEX
CIVIL
C-101 PLAN OF IMPROVEMENTS
C-102
SECTION PROFILES ALONG SHEETPILE WALL - 6+00 TO 12+50
C-110
NORTH JETTY SAND BORROW SOURCE - SECTIONS & DETAILSC-111
NORTH AND SOUTH ENDS OF WALL - DETAILSC-112
PROJECT
AREA
C-107
SECTION PROFILES ALONG SHEETPILE WALL - 13+50 TO 16+63C-109
TYPICAL SECTIONS
BASE OPERATIONS:
COMMUNICATIONS:
PROJECT MANAGER:
CHIEF, ENGINEERING FLIGHT:
USER:
SAFETY:
SECURITY FORCES:
ATO:
OTHER:
ENVIRONMENTAL:
FIRE:
A P P R O V E D
SEAWARD SIDE OF WALL - GRADING & VEGETATION PLAN
C-103 CONSTRUCTION ACCESS, STAGING & WORK AREAS
C-104
SHEETPILE WALL DETAILS (2)C-105
TOPOGRAPHY & SECTION LOCATIONSC-106
SECTION PROFILES ALONG SHEETPILE WALL - 0+00 TO 5+00
CSE
00+00
LEGEND BOLD NOTES NEW ITEMS
DEFINITION DEPICTION
ABANDON UTILITY
POTABLE WATER
FIRE WATER
UG ELECTRIC
AERIAL ELECTRIC
COMMUNICATION
SANITARY SEWER
NATURAL GAS
STORM DRAIN
SECURITY FENCE
BACKFLOW
BURIED VALVE
FIRE HYDRANT
MANHOLE
FLAG NOTE APPLICABLE
DIRECTION & LIMITS
LOCATION
STATIONS
E E E E
OHE OHE OHE
C C C C
SS SS SS
NG NG NG
SD SD SD
X X X
8'' W 8'' W
AIP AIP AIP
8'' F 8'' F
FENCE - PROJECT DETAILS 1C-501
FENCE - PROJECT DETAILS 2C-502
C-113
E-001 ELECTRICAL GENERAL NOTES, LEGEND, ABBREVIATIONS, AND DETAILS
SHEETPILE WALL DETAILS (1)
ELECTRICAL
E-101 ELECTRICAL COMPOSITE SITE PLAN
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CAMERA RD BRAVO
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SCALE
AERIAL PHOTO DATE: 12/05/2019
PROJECT
AREA
ATLANTIC OCEAN
ATLANTIC OCEAN
SLC46
CAPE CANAVERAL
SPACE FORCE
STATION
SHORELINE
STABILIZATION
FDEP REFERENCE
MONUMENT, TYP.
NOTES:
1. HORIZONTAL CONTROL IS IN FEET RELATIVE TO NAD'83 STATE PLANE COORDINATES, FLORIDA EAST ZONE 901.
2. VERTICAL ELEVATIONS ARE IN FEET RELATIVE TO NAVD'88, UTILIZING NGS STATION "TWENTY TWO RM 1".
3. AERIAL PHOTOGRAPHY IS DATED 5 DECEMBER 2019 UNLESS OTHERWISE NOTED.
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1000 FEET
NTS
TIDAL DATUMS
(TRIDENT PIER, CAPE CANAVERAL)
STA. 8721604 (1983-2001
MHHW
MHW
NAVD'88
MSL/MTL
MLW
MLLW
+1.10 FT
+0.75 FT
0.00 FT
-0.95 FT
-2.66 FT
-2.83 FT
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NOTES:
1. SITE SURVEY BY LAND & SEA SURVEYING CONCEPTS, INC.;
MERRITT ISLAND, FL.
2. BEACH FIELD WORK WAS COMPLETED ON 05-19-20.
3. HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON IN
FEET IS BASED UPON NAD '83 STATE PLANE COORDINATES,
FLORIDA EAST ZONE 901, AND NAVD '88, UTILIZING NGS
STATION "TWENTY TWO RM 1".
4. TOPOGRAPHIC DATA DEPICTED ON THIS MAP REPRESENTS
CONDITIONS FOUND ON SURVEY DATES ONLY.
5. BACKGROUND AERIAL PHOTOGRAPH DATED 12-05-19 AND
DOES NOT SHOW EXISTING TOPOGRAPHIC SURVEY
CONDITIONS AS OF 05-19-20.
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* SB-5 NOT SHOWN; LOCATED
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DETAIL A
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R19 FT
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SCALE
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AREA EX-1
AREA EX-2
NO CONSTRUCTION
ACTIVITY OR ACCESS
WITHIN THESE AREAS
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AutoCAD SHX Text 10.54
AutoCAD SHX Text 12.06
AutoCAD SHX Text 7.34
AutoCAD SHX Text 4.90
AutoCAD SHX Text 1.92
AutoCAD SHX Text -1.63
AutoCAD SHX Text -2.84
AutoCAD SHX Text 8.18
AutoCAD SHX Text 10.51
AutoCAD SHX Text 10.02
AutoCAD SHX Text 9.83
AutoCAD SHX Text 7.86
AutoCAD SHX Text 5.07
AutoCAD SHX Text 2.93
AutoCAD SHX Text 0.23
AutoCAD SHX Text -2.21
AutoCAD SHX Text -2.19
AutoCAD SHX Text -0.30
AutoCAD SHX Text 2.35
AutoCAD SHX Text 5.02
AutoCAD SHX Text 7.29
AutoCAD SHX Text 9.12
AutoCAD SHX Text 7.93
AutoCAD SHX Text 8.65
AutoCAD SHX Text 9.78
AutoCAD SHX Text -2.59
AutoCAD SHX Text -0.67
AutoCAD SHX Text 2.25
AutoCAD SHX Text 5.27
AutoCAD SHX Text 7.32
AutoCAD SHX Text 9.63
AutoCAD SHX Text 6.40
AutoCAD SHX Text 7.03
AutoCAD SHX Text 8.71
AutoCAD SHX Text -2.80
AutoCAD SHX Text -0.80
AutoCAD SHX Text 1.47
AutoCAD SHX Text 4.88
AutoCAD SHX Text 6.18
AutoCAD SHX Text 6.60
AutoCAD SHX Text 8.48
AutoCAD SHX Text 8.12
AutoCAD SHX Text 8.75
AutoCAD SHX Text -1.83
AutoCAD SHX Text 0.69
AutoCAD SHX Text 2.89
AutoCAD SHX Text 6.63
AutoCAD SHX Text 5.31
AutoCAD SHX Text 9.43
AutoCAD SHX Text 8.48
AutoCAD SHX Text 9.05
AutoCAD SHX Text 6.82
AutoCAD SHX Text -2.53
AutoCAD SHX Text -1.34
AutoCAD SHX Text 0.26
AutoCAD SHX Text 1.71
AutoCAD SHX Text 4.23
AutoCAD SHX Text 5.22
AutoCAD SHX Text 5.55
AutoCAD SHX Text 8.55
AutoCAD SHX Text 5.81
AutoCAD SHX Text 6.16
AutoCAD SHX Text -1.89
AutoCAD SHX Text -0.09
AutoCAD SHX Text 1.72
AutoCAD SHX Text 5.12
AutoCAD SHX Text 4.73
AutoCAD SHX Text 4.58
AutoCAD SHX Text 7.81
AutoCAD SHX Text 5.70
AutoCAD SHX Text 5.85
AutoCAD SHX Text 7.66
AutoCAD SHX Text 5.39
AutoCAD SHX Text 5.12
AutoCAD SHX Text 8.25
AutoCAD SHX Text 5.88
AutoCAD SHX Text 6.11
AutoCAD SHX Text 6.90
AutoCAD SHX Text 4.31
AutoCAD SHX Text 4.03
AutoCAD SHX Text 1.33
AutoCAD SHX Text -0.25
AutoCAD SHX Text -1.69
AutoCAD SHX Text -2.82
AutoCAD SHX Text 5.10
AutoCAD SHX Text 5.26
AutoCAD SHX Text 3.99
AutoCAD SHX Text 1.05
AutoCAD SHX Text -0.61
AutoCAD SHX Text -2.12
AutoCAD SHX Text 5.56
AutoCAD SHX Text 5.06
AutoCAD SHX Text 6.96
AutoCAD SHX Text 6.66
AutoCAD SHX Text 6.76
AutoCAD SHX Text 7.45
AutoCAD SHX Text 5.06
AutoCAD SHX Text 5.05
AutoCAD SHX Text 6.89
AutoCAD SHX Text 6.75
AutoCAD SHX Text 6.90
AutoCAD SHX Text 5.37
AutoCAD SHX Text 5.10
AutoCAD SHX Text 3.68
AutoCAD SHX Text 2.30
AutoCAD SHX Text 0.92
AutoCAD SHX Text -0.09
AutoCAD SHX Text -1.21
AutoCAD SHX Text -2.19
AutoCAD SHX Text 8.28
AutoCAD SHX Text 6.04
AutoCAD SHX Text 5.25
AutoCAD SHX Text 4.44
AutoCAD SHX Text 2.36
AutoCAD SHX Text 0.22
AutoCAD SHX Text -0.84
AutoCAD SHX Text -1.77
AutoCAD SHX Text -2.62
AutoCAD SHX Text 6.16
AutoCAD SHX Text 7.04
AutoCAD SHX Text 7.57
AutoCAD SHX Text 8.67
AutoCAD SHX Text 5.45
AutoCAD SHX Text 5.48
AutoCAD SHX Text 5.69
AutoCAD SHX Text 7.48
AutoCAD SHX Text 5.05
AutoCAD SHX Text 5.26
AutoCAD SHX Text 2.96
AutoCAD SHX Text 1.63
AutoCAD SHX Text 0.42
AutoCAD SHX Text -0.82
AutoCAD SHX Text -2.05
AutoCAD SHX Text 5.50
AutoCAD SHX Text 6.19
AutoCAD SHX Text 5.14
AutoCAD SHX Text 5.19
AutoCAD SHX Text 3.20
AutoCAD SHX Text 1.35
AutoCAD SHX Text -0.19
AutoCAD SHX Text -1.79
AutoCAD SHX Text -2.61
AutoCAD SHX Text 5.99
AutoCAD SHX Text 6.36
AutoCAD SHX Text 6.72
AutoCAD SHX Text 5.14
AutoCAD SHX Text 6.05
AutoCAD SHX Text 6.33
AutoCAD SHX Text 5.95
AutoCAD SHX Text 5.98
AutoCAD SHX Text 5.96
AutoCAD SHX Text 5.49
AutoCAD SHX Text 5.47
AutoCAD SHX Text 4.08
AutoCAD SHX Text 2.13
AutoCAD SHX Text 0.51
AutoCAD SHX Text -1.45
AutoCAD SHX Text -2.60
AutoCAD SHX Text 5.47
AutoCAD SHX Text 6.88
AutoCAD SHX Text 8.55
AutoCAD SHX Text 7.52
AutoCAD SHX Text 4.98
AutoCAD SHX Text 4.74
AutoCAD SHX Text 4.62
AutoCAD SHX Text 3.88
AutoCAD SHX Text 5.25
AutoCAD SHX Text 6.16
AutoCAD SHX Text 15.28
AutoCAD SHX Text 9.91
AutoCAD SHX Text 8.71
AutoCAD SHX Text 6.83
AutoCAD SHX Text 5.14
AutoCAD SHX Text 5.48
AutoCAD SHX Text 4.94
AutoCAD SHX Text 5.51
AutoCAD SHX Text 4.97
AutoCAD SHX Text 4.89
AutoCAD SHX Text 5.21
AutoCAD SHX Text 4.90
AutoCAD SHX Text 5.39
AutoCAD SHX Text 4.53
AutoCAD SHX Text 4.08
AutoCAD SHX Text 4.51
AutoCAD SHX Text 4.85
AutoCAD SHX Text 5.47
AutoCAD SHX Text 5.60
AutoCAD SHX Text 6.88
AutoCAD SHX Text -2
AutoCAD SHX Text -2
AutoCAD SHX Text -2
AutoCAD SHX Text -1
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MHW
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MHW
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MHW
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MHW
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7' CLF W/ BARBED WIRE
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7' CLF W/ BARBED WIRE
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ORIGINAL LIGHTHOUSE GRANITE PAD
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
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BORE SITE SB-4
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BORE SITE SB-3
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BORE SITE SB-2
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BORE SITE SB-1
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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LIGHTPOLE ON 36" CONC PAD
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EDGE OF PAVEMENT
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CONC PAD
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CONC PAD
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CONC PAD
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LEGEND:
AutoCAD SHX Text Benchmark
AutoCAD SHX Text
CLF
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
MHW
AutoCAD SHX Text
MEAN HIGH WATER
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EOV
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EDGE OF VEGETATION
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IRC
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CAPPED IRON ROD
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BM
AutoCAD SHX Text Benchmark
AutoCAD SHX Text
BM
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NGS
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NATIONAL GEODETIC SURVEY
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BORE SITE
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LIGHT POLE
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CONCRETE
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CONC
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NORTHING NAD '83
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EASTING NAD '83
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NAVD '88 ELEVATION
AutoCAD SHX Text benchmark chart
AutoCAD SHX Text NORTHING wgs '84
AutoCAD SHX Text easting wgs '84
AutoCAD SHX Text egm '96 elevation
AutoCAD SHX Text 1500607.01
AutoCAD SHX Text 804036.12
AutoCAD SHX Text 7.66'
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(BM2)SET IRC #5170
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(BM3)SET IRC #5170
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(BM4)SET IRC #5170
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(BM5)SET IRC #5170
AutoCAD SHX Text 1500277.66
AutoCAD SHX Text 808096.77
AutoCAD SHX Text 8.37'
AutoCAD SHX Text 1500157.87
AutoCAD SHX Text 808158.55
AutoCAD SHX Text 8.64'
AutoCAD SHX Text 1501311.64
AutoCAD SHX Text 807916.09
AutoCAD SHX Text 6.57'
AutoCAD SHX Text 1496688.64
AutoCAD SHX Text 807654.54
AutoCAD SHX Text 5.88'
AutoCAD SHX Text 1032950.49
AutoCAD SHX Text 1788235.60
AutoCAD SHX Text 13.13'
AutoCAD SHX Text 10328921.26
AutoCAD SHX Text 1792294.90
AutoCAD SHX Text 13.84'
AutoCAD SHX Text 10328801.55
AutoCAD SHX Text 1792356.69
AutoCAD SHX Text 14.11'
AutoCAD SHX Text 10329954.91
AutoCAD SHX Text 1792114.32
AutoCAD SHX Text 12.04'
AutoCAD SHX Text 10325333.49
AutoCAD SHX Text 1791852.85
AutoCAD SHX Text 11.35'
AutoCAD SHX Text ngs Monument "TWENTY TWO RM 1"(NOT SHOWN)
AutoCAD SHX Text ngs MonumenT
AutoCAD SHX Text
"TWENTY TWO RM 1"
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BORE SITE CHART
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SB-1
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NAME
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NORTHING
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EASTING
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ELEVATION
AutoCAD SHX Text 1500275.19
AutoCAD SHX Text 808167.76
AutoCAD SHX Text 8.82'
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SB-2
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* SB-5
AutoCAD SHX Text 1500061.79
AutoCAD SHX Text 808112.12
AutoCAD SHX Text 5.96'
AutoCAD SHX Text 1499485.18
AutoCAD SHX Text 808248.48
AutoCAD SHX Text 6.24'
AutoCAD SHX Text 1498879.57
AutoCAD SHX Text 808044.94
AutoCAD SHX Text 5.07'
AutoCAD SHX Text 1498414.88
AutoCAD SHX Text 808129.62
AutoCAD SHX Text 3.79'
SURVEY IS BY LAND & SEA SURVEYING, UPDATED 20 MAY 2020.
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NOTES:
1. TEMPORARY FENCE LOCATION (DURING CONSTRUCTION)
IS NOT SHOWN, AND SHALL BE FIELD LOCATED TO
CREATE A CONTINUOUS BARRIER ALONG AREAS WHERE
FENCE WAS REMOVED, IF DIRECTED.
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CONSTRUCT
WALL & BURIED
RIP-RAP
+8.0 (DUNE GRADE)
RELOCATE
UTILITIES
(SHEET E-101)
SLC46
MHWL
(MAY 2020)
400 80
SCALE
160 FEET
EXISTING FENCE
(REMAINS)
EXISTING FENCE
(REMAINS)
REPLACE
FENCE
REPLACEFENCE
84'±
NEW FENCE
LOCATION
+11.0 (DUNE GRADE)
CONSTRUCTION BASELINE (CBL)
& CENTERLINE OF WALL CAP
TOE OF FILL
(INTERSECTION OF
DESIGN AND EXISTING
GRADE, APPROX.)
+9.5 (GRAVEL EDGE)
CONSTRUCTION BASELINE
(CBL) & CENTERLINE OF
WALL CAP
+11.0 +11.0
+12.0 (TOP OF WALL)
TYPICAL WALL DETAIL PLAN VIEW
TOE OF FILL
TOE OF FILL
CULTURAL RESOURCES
EXCLUSION AREAS
AREA EX-1
AREA EX-2
AutoCAD SHX Text
BM2
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ZONE 1
CBL STA 0+00 THROUGH 12+47
8.7
+12.0
+11.0
+6.5
-0.5' (± 0.5' TOLERANCE)
BOULDERS (BURIED RIP-RAP)
GEOTEXTILE
SHEETPILE WALL
& CONC. CAP
(SEE DETAIL W2,
SHEET C-104)
POST-PROJECT
BEACH FILL
+0.8' (MHW)
-2.7' (MLW)
GEOTEXTILE
EXISTING GRADE
(VARIES)
SAND FILL
SAND FILL
DUNE VEGETATION
+8.0
14'
23' MIN
GRAVEL
14' X 1'-1.5' +11.0
+9.5
+11.0
SAND DUNE
15' (0+36 TO 12+47)
10' (0+00 TO 0+36)
CONSTRUCTION BASELINE
(CBL) = CENTER OF WALL CAP
TOE OF FILL:
INTERSECTION WITH EXISTING
PRE-CONSTRUCTION GRADE;
SHALL BE ABOVE EL. +1.0
+9.5 +8.5
DISTANCE VARIES
(INTERSECT W/ EXISTING GRADE
(±0.5' T.O.L.)
FENCE, 7' MIN.
(23' FROM CBL)
GRASS SOD OR
HYDROSEED, PER
SPECIFICATIONS
ACROSS ALL FILL &
CONSTRUCTION
DISTURBED AREAS
LANDWARD OF WALL
GEOTEXTILE TIGHT
TO, AND LAPPED
AGAINST, LANDWARD
FACE OF SHEET PILE.
(SEE DETAIL GTX-W,
SHEET C109)
TRIM GEOTEXTILE
TO FINISHED
GRADE
ZONE 2
CBL STA 12+47 THROUGH 16+44
8.7
+12.0
+11.0
+6.5
+1.7' (-0.5' TOLERANCE)
BOULDERS (BURIED RIP-RAP)
GEOTEXTILE
SHEETPILE WALL
& CONC. CAP
(SEE DETAIL W3,
SHEET C-104)
POST-PROJECT
BEACH FILL
+0.8' (MHW)
-2.7' (MLW)
GEOTEXTILE
EXISTING GRADE
(VARIES)
SAND FILL
SAND FILL
GRASS SOD OR
HYDROSEED, PER
SPECIFICATIONS
ACROSS ALL FILL &
CONSTRUCTION
DISTURBED AREAS
LANDWARD OF WALL
DUNE VEGETATION
+8.0
14'
23' MIN
℄+11.0 +11.0
SAND DUNE
15' (12+47 TO 15+94)
10' (15+94 TO 16+44)
CONSTRUCTION BASELINE
(CBL) = CENTER OF WALL CAP
TOE OF FILL:
INTERSECTION WITH EXISTING
PRE-CONSTRUCTION GRADE;
SHALL BE ABOVE EL. +1.0
+9.5 +8.5
DISTANCE VARIES
(INTERSECT W/ EXISTING GRADE
(±0.5' T.O.L.)
GRAVEL
14' X 1'-1.5'
FENCE, 7' MIN.
(23' FROM CBL)
TRIM GEOTEXTILE
TO FINISHED
GRADE
GEOTEXTILE TIGHT
TO, AND LAPPED
AGAINST, LANDWARD
FACE OF SHEET PILE.
(SEE DETAIL GTX-W,
SHEET C109)
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NOTES:
1. VERTICAL TOLERANCE ON FILL GRADE = +0.5'
2. VERTICAL TOLERANCE ON SHEETPILE WALL & CAP = PER SPECIFICATIONS.
3. VERTICAL TOLERANCE ON ROCK BOULDERS = AS SHOWN.
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CULTURAL RESOURCES
EXCLUSION AREAS
(SEE DETAIL 1)
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NOTES:
1. LOCATIONS & LIMITS OF CONSTRUCTION ACCESS, STORAGE AND STAGING
AREAS ARE APPROXIMATELY AS SHOWN. FINAL LIMITS SHALL BE FIELD
DETERMINED BY CONTRACTOR & GOVERNMENT PRIOR TO CONSTRUCTION.
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SLC46
MHWL
(MAY 2020)
EXISTING
CHAIN-LINK
FENCE (CLF)
PRIMARY
CONTRACTOR
TRAVEL &
DELIVERY
ROUTE
PRIMARY
LAYDOWN
AREA
TEMPORARY
MATERIAL
STORAGE
WORK
AREA
WORK
AREA
CAM
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A
ROAD
BR
AV
O
130'±
CONSTRUCTION
BASELINE (CBL)
PERIMETER ROAD
TY
P.
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AREA EX-1
AREA EX-2
DETAIL 1: CULTURAL RESOURCES
AVOIDANCE AREA EX-2
WRAP WORK AREA
AROUND EX-2,
6 FT MIN. CLEAR
800 160
SCALE
320 FEET
130'±
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MHW
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26" SG 950
OR
24" ESP EC47.5
3/4" CHAMFER TOP
7 - #6 BARS
#3 TIES @ 12" O.C.
2" CHAMFER BOTTOM
3/ 4"
2" CLEAR
#3 TIES ALL SIDES
SHEETPILE:
11.75" SG 950
OR
10" ESP EC47.5
EL. +12.0
8"
'-0
EL. +12.0'
EL. +8.0' MAX.
20' MIN. MAXIMUM
DIFFERENTIAL
ELEVATION DURING
EXCAVATION & ROCK
PLACEMENT
OCEAN
EL. -0.5' (ZONE 1)
EL. +1.7' (ZONE 2)
GEOTEXTILE
20" MIN 20" MIN
6" 12"12"
2" CLR
SHEETPILING
12" 12"
4" MIN
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#3 TIES
#6
(SEE DETAIL
W2 & W3)
1 - #3 HAIRPIN
21"
18"
1 - #3 HAIRPIN
CENTER
21" 12.5"
BEND #3 AS
REQUIRED
EXPANSION JOINT 60'-0" O.C. MAX
LOCATION BY CONTRACTOR
12"6" 12"
2"
12" 6"12"
3"
12"12" 12"12"5 12"
EXPANSION JOINT 60'-0" O.C. MAX
LOCATION BY CONTRACTOR
#6
(SEE DETAIL
W2 & W3)
#3 TIES
6"8"
1"
2 14" 1" FOAM ROD
1" x 1 14" CAULK JOINT
24" SG 750
OR
24" ESP 8.5
3/4" CHAMFER TOP
7 - #6 BARS
#3 TIES @ 12" O.C.
2" CHAMFER BOTTOM
3/ 4"
2" CLEAR
#3 TIES ALL SIDES
SHEETPILE:
10" SG 750
OR
10" ESP 8.5
EL. +12.0
8"
'-0
12"
18"
10"
18"
SG-750
SG-950
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ZONE 1
DETAIL W2: ZONE 1 CONCRETE CAP
DETAIL W5: ENDS OF WALL
DETAIL W1: ZONES 1 & 2 WALL ROCK PLACEMENT
DETAIL W4: EXPANSION JOINT
ZONE 2
DETAIL W3: ZONE 2 CONCRETE CAP
DETAIL W6:
SHOREGUARD
VINYL SHEETPILING
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TOP #6
6"
12"
#6 x 36" x 36"
CORNER
2 - #3 TIES
#3 TIES
6"12"
#6
#3 TIES
3 - #6 x 36 x 36"
CORNER
ESP 8.5 CORNER
4.149"
2.339"
3 - #6
#3 TIES
3 - #6 x 36" x 36"
CORNER
2 - #6 x 36" x 36"
1 - BOTTOM SIDE
1 - CENTER SIDE
SHEETPILE
MANUFACTOR'S
45° CORNER
(SEE DETAIL W12)
6"
12"
2 - #3 TIES
#3 TIES
6"12"
# 6
#3 TIES
#6 x 36" x 36"
CORNER
3 - #6
NEAR &
FAR SIDE
SHEETPILE
MANUFACTOR'S
90° CORNER
(SEE DETAIL W11)
3 - #6 x 36" x 36"
CORNER, EACH SIDE
TOP
BOT
DETAIL W8: CONCRETE CAP - TOP PLAN SECTION (90° BEND)
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DETAIL W12:
ESP UNIVERSAL
ADAPTER
OR APPROVED
EQUIVALENTDETAIL W10: CONCRETE CAP - TOP PLAN SECTION (45° BENDS) DETAIL W11: CONCRETE CAP - BOT PLAN SECTION (45° BEND)
DETAIL W9: CONCRETE CAP - BOT PLAN SECTION (90° BEND)
DETAIL W7: CONCRETE CAP -
ELEVATION (BENDS)
NOTE:
1. FOR OTHER ANGLES IN WALL ALIGNMENT [POINT D=14.54°,
E=12.89°, F=18.68°], CONSTRUCT RADIAL TURNS WITH
APPROXIMATELY 5 DEGREES ANGLE CHANGE PER
SHEET-PILE VIA ANGULAR TOLERANCE IN INTERLOCK.
CONTRACTOR SHALL VERIFY MAXIMUM & RECOMMENDED
ANGLE CHANGE WITH SHEET PILE MANUFACTURER. BEND
CONCRETE CAP AND REINFORCEMENT BAR TO FOLLOW
SHEET-PILE ANGLE CHANGE BY SMOOTH CURVE OR BY
LINEAL (ANGULAR) SEGMENTS. MAINTAIN MINIMUM
REQUIRED CONCRETE COVER THROUGHOUT TURNS.
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0N
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16+20
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SSLC46
MHWL
(MAY 2020)
300 60
SCALE
120 FEET
EXISTING 7' CLF
W/ BARBED
WIRE
EXISTING 7' CLF
W/ BARBED
WIRE
ORIGINAL
LIGHTHOUSE
GRANITE PAD
ZO
NE
ZO
NE
+4
CULTURAL RESOURCE
AVOIDANCE AREAS
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AutoCAD SHX Text 5.25
AutoCAD SHX Text 6.16
AutoCAD SHX Text 15.28
AutoCAD SHX Text 9.91
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AutoCAD SHX Text 6.83
AutoCAD SHX Text 5.48
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MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
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N (F
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'8
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N (F
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MHW (+0.8')
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DISTANCE FROM BASELINE (FT)
VEGETATION
VEGETATION
VEGETATION
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EXISTING GRADE
(MAY 2020), TYP.
SHEETPILE WALL W/ CAP
(+12.), TYP.
DUNE FILL GRADE, TYP.
BOULDERS,
TYP
EXISTING GRADE
(MAY 2020), TYP.
GRAVEL FILL,
TYP.
SEE NOTE 3, TYP.
SEE NOTE 4, TYP.
SEE NOTE 3,
TYP.
-50-40-30-20-100+000+100+200+30405060708090100
-4
EL
EV
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N (F
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'8
8) 0+00
MHW (+0.8')
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EV
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N (F
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'8
8) 0+20
MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
-4
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EV
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N (F
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D
'8
8) 0+60
MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
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EV
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N (F
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AV
D
'8
8) 1+00
MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
VEGETATION VEGETATION
VEGETATION EXISTING VEGETATION
VEGETATION
VEGETATION
VE
G
ET
AT
IO
N
LI
M
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VE
G
ET
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N
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OCEAN
NORTH OF WALLSOUTH OF WALL
-80-70-60 -100-90
OCEAN
C-107
SE
C
TI
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N P
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IDENTIFICATION
C O
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NOTES:
1. ALL DISTANCES ARE MEASURED PERPENDICULAR TO BASELINE.
2. DISTANCES AT END-SECTIONS ARE MEASURED FROM START & END OF BASELINE (SECTIONS 0+00 AND 16+44).
3. THE FILL LIMITS END AT INTERSECTION WITH EXISTING GRADE. DO NOT EXCAVATE EXISTING GRADE TO CONFORM WITH FILL TEMPLATE (EXCEPT TO CONSTRUCT GRAVEL PAD).
4. LIMITED EXCAVATION OF EXISTING GRADE IS REQUIRED: CONSTRUCT GRAVEL SCOUR PAD TO COMPLETE DIMENSIONS SHOWN ON SHEET C-102.
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'8
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VEGETATION
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CONCRETE
PAD
SEE NOTE 3, TYP.
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TYP.
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DISTANCE FROM BASELINE (FT)
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N (F
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'8
8) 8+00
MHW (+0.8')
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DISTANCE FROM BASELINE (FT)
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N (F
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D
'8
8) 9+00
MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
VE
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AT
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N
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VE
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N
LI
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VE
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AT
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N
LI
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IT
VE
G
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AT
IO
N
LI
M
IT
EXISTING GRADE
(MAY 2020), TYP.
SHEETPILE WALL W/ CAP
(+12.), TYP.
BEACH FILL GRADE, TYP.
EXISTING GRADE
(MAY 2020), TYP.
NEW FENCE,
TYP.
GRAVEL FILL,
TYP.
BOULDERS,
TYP
C-108
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SHEET
IDENTIFICATION
C O
N
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N O
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-1 8-
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2 3
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1 2 3
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NOTES:
1. ALL DISTANCES ARE MEASURED PERPENDICULAR TO BASELINE.
2. DISTANCES AT END-SECTIONS ARE MEASURED FROM START & END OF BASELINE (SECTIONS 0+00 AND 16+44).
3. THE FILL LIMITS END AT INTERSECTION WITH EXISTING GRADE. DO NOT EXCAVATE EXISTING GRADE TO CONFORM WITH FILL TEMPLATE (EXCEPT TO CONSTRUCT GRAVEL PAD).
4. LIMITED EXCAVATION OF EXISTING GRADE IS REQUIRED: CONSTRUCT GRAVEL SCOUR PAD TO COMPLETE DIMENSIONS SHOWN ON SHEET C-102.
AutoCAD SHX Text U
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MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE ALONG BASELINE (FT)
-60-70-80-90-100
VE
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OCEAN
VEGETATION
39±
60' ±
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MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
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MHW (+0.8')
MLW (-2.7')2:1 VERTICAL EXAGGERATION
DISTANCE FROM BASELINE (FT)
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N (F
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MHW (+0.8')
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DISTANCE FROM BASELINE (FT)
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MHW (+0.8')
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DISTANCE FROM BASELINE (FT)
VE
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VEGETATION
VEGETATION
VE
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VE
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VE
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N
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SOUTH OF WALLNORTH OF WALL
EXISTING GRADE
(MAY 2020), TYP.
SHEETPILE WALL W/ CAP
(+12.), TYP.
BEACH FILL
GRADE, TYP.
BOULDERS,
TYP
EXISTING GRADE
(MAY 2020), TYP.
NEW FENCE,
TYP.
GRAVEL FILL,
TYP.
VEGETATION
VE
G
ET
AT
IO
N
L
IM
IT
VE
G
ET
AT
IO
N
L
IM
IT
VEGETATION
SEE NOTE 3, TYP.
EXISTING MOUND; CAN BE GRADED
AT CONTRACTORS ELECTION
13.3
+7.7
83' TO FENCE
CUT
CUT
CUT
CUT
LAP 10" AGAINST WALL
LAP 10" ±
AGAINST WALL
WEST SIDE OF
WALL
SHEETPILE
9.5"± (SG-750)
11.5"± (SG-950)
APPROX.
19.5"± (SG-750)
21.5"± (SG-950)
20" MIN. LAP ON
FABRIC UNDER
GRAVEL PAD
D = 16-17"±
C U
T, O
R F
O
LD
U N
D
ER
C
AP
D
CUT
OR
FOLD
SHEETPILE
CONCRETE CAP
20" MIN. LAP
10" MIN. LAP
ON WALL
+9.5
+10.5
GEOTEXTILE FABRIC "B"
UNDER GRAVEL PAD; CAN LAP
OVER OR UNDER FABRIC "A"
GEOTEXTILE
WALL-LAP
FABRIC "A"
PLAN VIEW
ELEVATION VIEW C-109
SE
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SHEET
IDENTIFICATION
C O
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N O
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