B.08.02 StFrancis_Barracks_RTA_final_plan-03Mar22.pdf
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- Solicitation number
- W912EP22R0007
About this file
This Request for Proposal solicits offers for the St. Francis Barracks Seawall Improvements Shoreline Erosion Protection Project located in downtown St. Augustine, Florida. The project involves installing a gravel French drain system along the entire 527-foot coquina block seawall, patching block voids and cracks, realigning granite capstones, repointing mortar joints, installing concrete drains, addressing soil voids under a rear porch slab, installing a fronting wall with tie rods, installing outfall piping and sod, and relocating sprinklers and conduit. Offers are due by May 6, 2022 for the construction work estimated between $500,000 and $1 million. The 240-day period of performance begins with notice to proceed. The NAICS code is 237990 and size standard is $39.5 million. Contractors must register in SAM to be eligible for award.
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St. Augustine Inlet
Cape Francis
ANASTASIA STATE
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CASTILLO DE SAN MARCOS
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ST. AUGUSTINE
ATLANTIC OCEAN
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W912EP-22-R-0007
XXXXXX-XX-X-XXXX
VOLUME X
JACKSONVILLE DISTRICT
ST. JOHNS COUNTY, FLORIDA
G-01
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CONTINUING AUTHORITIES PROGRAM (SEC14)
GENERAL
SHEET TITLESHEET ID
COVER SHEETG-01
G-02 ABBREVIATIONS AND SYMBOLS
G-03
G-04
ST. FRANCIS BARRACKS SEA WALL ALIGNMENT
ST. FRANCIS BARRACKS SEA WALL PROJECT AREA
SURVEY
V-01
V-02
V-03
SITE SURVEY STA. 10+00 TO STA. 11+60
SITE SURVEY STA. 11+60 TO STA. 13+60
SITE SURVEY STA. 13+60 TO STA. 15+27.05
CIVIL
C-01
C-02
C-03
C-04
C-05
C-06
SITE PLAN STA. 10+00 TO STA. 11+60
SITE PLAN STA. 11+60 TO STA. 13+60
SITE PLAN STA. 13+60 TO STA. 15+27.05
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
PROJECT LOCATION
STRUCTURAL
S-01
S-02
S-03
S-04
S-05
S-06
STRUCTURAL NOTES AND ABBREVIATIONS
S-07
END WALL DETAILS
DEADMAN PLAN AND ELEVATIONS
DEADMAN SECTIONS AND DETAILS
WAVE-BREAK CURB ELEVATIONS AND SECTIONS
EXPANSION JOINT DETAILS
MISCELLANEOUS DETAILS AND SECTIONS
ST. FRANCIS BARRACKS SEAWALL IMPROVEMENTS
SHORELINE EROSION PROTECTION PROJECT
FEBRUARY 2022
T - TELECOMMUNICATIONS
E - ELECTRICAL
M - MECHANICAL
F - FIRE PROTECTION
Q - EQUIPMENT
A - ARCHITECTURAL
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
V - SURVEY/MAPPING
G - GENERAL
DRAWING SET TABLE OF CONTENTS
TERMS AND ABBREVIATIONS LINE SYMBOL KEY
WASTE LINE, SANITARY
POTABLE COLD WATER
DEMOLITION/REMOVAL
COMPRESSED AIR
COMMUNICATION, UNDERGROUND
CONSTRUCTION LIMITS
CULVERT
DITCH
ELECTRICAL PRIMARY, OVERHEAD
ELECTRICAL PRIMARY, UNDERGROUND
ELECTRICAL SECONDARY, OVERHEAD
ELECTRICAL SECONDARY, UNDERGROUND
FENCE
FIBER OPTIC, UNDERGROUND
POTABLE HOT WATER
OBJECT CENTERLINE
FUEL OIL RETURN
FUEL OIL SUPPLY
GUARDRAIL
LPG SUPPLY
WATER MAIN
NONPOTABLE WATER SUPPLY
RIGHT-OF-WAY
PROPERTY LINE
INDENTITY SYMBOL KEY
SECTION
SCALE: A SCALE: A
DETAIL
SECTION
SCALE: A
PLAN
SCALE: A
FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DETAIL IDENTIFICATION
DRAWING WHERE SHOWN
OUT IN DETAIL
LOCATION CALLED
SMALL CONDITIONS DETAIL INDICATOR
S-203
F
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SCALE REFERENCE
SECTION TITLE
DRAWING WHERE CUT
M-102
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A-302
S-205
S-206
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F
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(CONCST)
CONCRETE
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PRECAST CONCRETE
(INSSCM)
CONCRETE MAT
(ROCK)
ROCK
MATERIAL SYMBOL KEY
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
FEET-INCHES
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NUMBER
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KEYNOTE INDICATOR
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OBJECT CENTERLINE IDENTIFIER
AT
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EXISTING SOIL
(CONCR3)
RIPRAP STONE C
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AGGREGATE
(CROSS HATCH)
CLAYEY BACKFILL
(RIPRAP)
RIPRAP STONE B
(RIPRAP)
RIPRAP STONE A
(HATCH)
SOIL REMOVAL
UNSATISFACTORY
(HATCH)
SEMI -COMPACTED
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FREE DRAINING
(HATCH)
COMPACTED
BACKFILL
FREE DRAINING
TURBIDITY BARRIER
SILT FENCE
POUNDSLBS
POUND FORCELBF
ANGLEL
INSIDE RADIUSIR
IRON PIPE SIZEIPS
IRON PIPEIP
INVERT ELEVATIONINV EL
INVERTINV
INCH POUNDIN-LB
INSIDE DIAMETERID
HEIGHTHT
HORIZONTALHORIZ
HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA
HANDICAPPEDHCP
FEDERAL GOVERNMENTGOVT
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FEDERAL SPECIFICATIONFS
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FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT
EXIST. EXISTING
ESTIMATEEST
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BETWEENBTWN
BOTTOMBOT
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AMERICAN WATER WORKS ASSOCIATIONAWWA
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
ASYMMETRICALASYM
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ASSEMBLYASSY
AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME
AMERICAN SOCIETY OF CIVIL ENGINEERSASCE
AS REQUIREDAR
APPENDIXAPPX
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AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ALTERNATEALT
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AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
ASPHALT INSTITUTEAI
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AMERICAN CONCRETE INSTITUTEACI
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ST. FRANCIS BARRACKS SEA WALL ALIGNMENT
MATANZAS RIVER
30' 60'0
ST. FRANCIS BARRACKS
Tangent Length: 20.61
POE ( ) 5+24.53 2018827.74 558268.48
PI ( ) 5+03.92 2018831.10 558288.81
Element: Linear
Tangent Length: 152.55
PI ( ) 5+03.92 2018831.10 558288.81
PI ( ) 3+51.37 2018981.30 558262.12
Tangent Length: 247.22
PI ( ) 3+51.37 2018981.30 558262.12
PI ( ) 1+04.16 2019225.35 558222.69
Tangent Length: 104.16
PI ( ) 1+04.16 2019225.35 558222.69
POB ( ) 0+00.00 2019328.06 558205.41
STATION NORTHING EASTING
Description: St. Francis Seawall Alignment
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
G-04
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GENERAL KEY NOTES
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30' 60'0
ST. FRANCIS BARRACKS
Y=2019333
X=558206
Y=2019343
X=558205
Y=2019342
X=558194
ST. FRANCIS BARRACKS SEA WALL PROJECT AREA
Y=2018819
X=558306
Y=2018813
X=558271
Y=2018824
X=558269
Y=2018870
X=558208
Y=2019336
X=558219
Y=2018846
X=558232
Y=2018837
X=558175
Y=2019339
X=558178
LIMITS
CONSTRUCTION
15' SEAWARD
SEE NOTE 3
C SEA WALLL
LIMITS
CONSTRUCTION
25' LANDWARD
CORNER SEA WALL REPAIR
WORKER DAY ACCESS FOR
TEMPORARY VEHICULAR AND
Y=2018965
X=558156
Y=2018963
X=558129
Y=2018976
X=558127
Y=2018976
X=558147
Y=2018973
X=558167
Y=2018965
X=558183
Y=2018949
X=558197
Y=2018949
X=558182
Y=2018956
X=558175
Y=2018919
X=558185
Y=2018916
X=558164
Y=2018911
X=558137
Y=2019202
X=558201 Y=2019149
X=558210
Y=2019144
X=558172
Y=2019196
X=558163
TRAILER AREA
CONTRACTOR
PARKING AREA
CONTRACTOR
Y=2018934
X=558246
Y=2018851
X=558254
Y=2018848
X=558236
Y=2018931
X=558223
CB-1CB-2
MP-1
MP-2
MP-3MP-4
HA-2
HA-3
HA-4
HA-5
CORE BORING
MUD PROBE
HA-1
LIMITS BOUNDARY.
FILTER FENCE REQUIRED ALONG CONSTRUCTION
HORIZONTAL AND VERTICAL CONTROL POINT
DSI PT#7 NDS
DSI PT#6 NDS
BM5 DSI IPS
BM2 DSI ND
872 0576 13
J 15
N/A
N/A
N/A
N/A
AQ1533
AQ0274
558,139.37
558,072.38
557,925.44
557,987.86
557530.SC
557460.SC
5.77
4.86
5.03
5.82
11.31
6.58
2,018,807.21
2,019,284.91
2,028,100.52
2,028,312.67
2,021,120.SC
2,021,000.SC
SITE CONTROL POINTS FOR SURVEY 20-225
DESIGNATION PID NORTHING EASTING NAVD88
HORIZONTAL CONTROL.
TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR
1. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO
NOTES:
DSI PT#6 NDS
DSI PT#7 NDS
BM5 DSI IPS
BM2 DSI ND
872 0576 13
J 15
AUGER BORING
LEGEND
CONSTRUCTION AREA
CONSTRUCTION AREA
FENCE TO BE REMOVED BY OTHERS.
BRICK WALKWAY TO BE REMOVED BY OTHERS.
SECURITY FENCE
SILT FENCE
SILT FENCE
ASPHALT OR CONCRETE FLATWORK.
6. DO NOT DRIVE SECURITY FENCE POST THROUGH
SECURITY PERSONNEL.
PAVED AREA UNLESS DIRECTED OTHERWISE BY FLARNG
OVER GRASS WITH VEHICLE PARKING ON THE ADJACENT
5. THE CONTRACTOR'S TRAILER SHALL BE LOCATED
4. AERIAL IS NOT TO SCALE.
3. SEE SHEET G-03 FOR SEA WALL ALIGNMENT.
2. DO NOT DISTURB EXISTING MONUMENTS.
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
LESS THAN SEVEN DAYS IN ADVANCE.
USACE CONTRACTING OFFICER NOT
MUST BE COORDINATED WITH THE
DAY CONSTRUCTION VEHICLES ACCESS
MORE THAN 200 LBS/FT2.
RESTRICT BEARING LOAD ON BRICK WALKWAY TO NOT
WELL AS UTILIZE LOAD DISTRIBUTION MATS TO
COQUINA BLOCK WALL FOR WALL PROTECTION AS
PLACE SECURITY FENCING INSIDE OF THE EXISTING
= 0.05 ACRES
STAGING AREA
AVAILABLE
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A L L
BC:4.37'
EA:3.94'
BC:4
.53'
EA:4.
01'
BC:
4.
EA:
4.
B C :4 .7
E A :4 .5
B C :5 .0
E A :4 .6
WEST:5.69'
EAST:5.75'
SEAWALL
WEST:5.74'
EAST:5.98'
SEAWALL
WEST:6.31'
EAST:6.28'
SEAWALL
WEST:6.49'
EAST:6.47'
SEAWALL
WEST:6.55'
EAST:6.47'
SEAWALL
BC:4.11'
EA:3.82'
B C :5 .1
E A :4 .7
B C :4 .7
E A :4 .2
B C :4 .4
E A :4 .1
B C :3 .8
E A :3 .8
B C :5 .3
E A :4 .6
B C :6 .7
E A :6 .2
B C :6 .7
E A :6 .3
B C :6 .8
E A :6 .4
B C :6 .8
E A :6 .4
B C :6 .4
E A :6 .3
B C :5 .2
E A :4 .8
B C :6 .1
E A :6 .0
E A :5 .9
B C :5 .9
.5 C
O N
C R
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E C
U R
B
0.5' CONCRETE CURB
CONCRETE SIDEWALK
.5 C
O N
C R
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E S
E A
W A
L L
C O
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R E
ASPHALT PARKING LOT
R C
P D
D
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D .I
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P
V C
S S
H B
.5 C
O N
C R
E T
E C
U R
B
E A :5 .8
B C :5 .8
8" PALM
8" PALM
8" PALM
S.W. INV.: 0.80'
E. INV.: 0.80'
GRATE ELEV.: 3.50'
STORM SEWER CATCH BASIN
W. INV.:-5.71'
N.W. INV.:-4.99'
N.E. INV.:-5.78'
RIM ELEV.: 3.62'
SANITARY SEWER MANHOLE
E. INV.: 2.29'
GRATE ELEV.: 4.10'
STORM SEWER CATCH BASIN
R C
P
P A
LM
" P
ALM
PIPE NOT ACCESSIBLE
RIM ELEV.: 3.56'
STORM SEWER MANHOLES (3)
.5
.5
.5
.5
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5.52
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6.
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6.
6.04
.0 4 6
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7.00
.0
.0
.0
7.08
S07° 47' 21"E
22.91'
S10° 39' 45"E
14.33' S09° 32' 28"E
32.32'
S09° 40' 22"E
39.47'
S09° 15' 56"E
46.04'
C O
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T E S
ID
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A L
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A L L
14 VARAS / 38.36' (DEED)
MARKED "L.B. 4603"
SET P-K NAIL & DISK
.4
.4
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T R
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B L E W
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H T O
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EDGE OF SEAWALL
BOUNDARY LINE ALONG EAST
.5 C
O N
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B
0.5' CONCRETE CURB
CONCRETE SIDEWALK
.5 C
O N
C R
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E S
E A
W A
L L
C O
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S09° 25' 42"E
8.07' N
D T
O N
D
.0
ASPHALT PARKING LOT
ASPHALT PARKING LOT
L O
T
B L
O C
K
M
A P O
F T
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O F F
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L R
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D S B
O O
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P
A G
E
SIDEWALK EASEMENT
O.R.B. 210, PAGE 885
MARKED "L.B.4603-WIT"
SET P-K NAIL & DISK
.1
15.9'
S T R E E T R
IG
H T O
F W
A Y
E A S E
M E N T
O .R .B . 247, P
A G E
.5 C
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(C
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C H
M A
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W
C O
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C
R A
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H P .E
J S
C H
M A
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GENERAL SURVEY NOTES
BOUNDARY SURVEY
SITE SURVEY STA. 10+00 TO STA. 11+60
V-01
U
R V
IT
E S
U R
V E
Y S
T A T
O S
T A
MATANZAS RIVER
C SEAWALLL
L
M A
T C
H L
IN
E S
T A . 1
, S
E E S
H E
E T V -0
10' 20'0
ELECTRIC
UNDERGROUND
GEOMATICS SECTION, UNDER SURVEY NUMBER 20-225.
DISTRICT OFFICE, ENGINEERING DIVISION, DESIGN BRANCH,
CERTIFICATION ARE ON FILE AT THE USACE JACKSONVILLE
12. ORIGINAL SURVEY MAPS, SURVEY REPORT AND SIGNED
ARE PROHIBITED WITHOUT WRITTEN CONSENT.
11. ADDITIONS OF DELETIONS TO THE FURNISHED SURVEY MAP
MAPS.
WERE LOCATED TO THE EXTENT SHOWN ON THE PROVIDED
10. ABOVE AND BELOW GROUND UTILITIES AND IMPROVEMENTS
THE USED OF GPS INSTRUMENTS.
WERE EMPLOYED WHERE SKY OBSTRUCTIONS PROHIBITED
9. TERRESTRIAL BASED/LINE-OF-SIGHT SURVEYING METHODS
RESULTING TOPOGRAPHIC AND BOUNDARY DATA.
TO OBTAIN HORIZONTAL AND VERTICAL POSITIONS ON THE
8. REAL TIME KINEMATIC (RTK) GPS TECHNIQUES WERE USED
OF THE GEODETIC SURVEY (NCS).
AND CONTROLLED BY PUBLISHED MARKS IN THE DATABASE
DIFFERENTIAL LEVELING TECHNIQUES ORIGINATING ON
ESTABLISHED VIA STATIC GPS OBSERVATIONS AND
7. HORIZONTAL AND VERTICAL CONTROL POINTS WERE
TIME OF THE FIELD SURVEY.
2020 AND REPRESENTS THE EXISTING CONDITIONS AT THE
BETWEEN THE DATES OF 08 OCTOBER AND 25 NOVEMBER
6. INFORMATION DEPICTED ON THIS SURVEY WAS COLLECTED
TABLE AND ARE IN THE UNIT OF U.S. SURVEY FEET.
CONTROL MONUMENTS AS SHOWN IN THE CONTROL
5. GRID COORDINATES AND ELEVATIONS ARE BASED ON
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
4. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
ADJUSTMENT OF 2011 (NAD 83/11).
ZONE (0901), NORTH AMERICAN DATUM OF 1983, NGS
FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
3. GRID COORDINATES SHOWN ARE REFERENCED TO THE
SURVEY.
EXISTING CONDITIONS AT THE TIME OF THE FIELD
AND 25 NOVEMBER 2020 AND REPRESENTS THE
COLLECTED BETWEEN THE DATES OF 08 OCTOBER
2. THE INFORMATION DEPICTED BY THIS SURVEY WAS
LICENSED BUSINESS #4603, JACKSONVILLE, FLORIDA.
AND PROVIDED BY DEGROVE SURVEYORS, INC.,
TOPOGRAPHIC AND BOUNDARY SURVEY AS SURVEYED
1. REFER TO SURVEY 20-225, "ST. FRANCIS BARRACKS
LOT 1, BLOCK 41 - MAP OF THE CITY OF ST. AUGUSTINE
OFFICIAL RECORDS BOOK 220, PAGE 269
LOT 2, BLOCK 40 - MAP OF THE CITY OF ST. AUGUSTINE
ST. JOHNS COUNTY, FLORIDA, DATED MARCH 28, 1972.
IN DEED BOOK 174, PAGE 287 OF THE PUBLIC RECORDS OF
AND HUSBAND AS SHOWN ON WARRANTY DEED RECORDED
HELEN K. LAWTON, HIS WIFE, BY GRACE P. GOLDEN BROWN
SAME LAND CONVEYED TO CHARLES W. LAWTON AND
FARRAR AND EAST TO THE WATERS OF THE BAY. BEING THE
STREET; SOUTH BY LOT FORMERLY OWNED BY BARTOLA CASTRO
MARINE STREET, ON THE NORTH BY CONVENT, NOW ST. FRANCIS
DESCRIBED AS BEING BOUNDED ON THE WEST BY BAY, NOW
EXTENDING TO THE WATERS OF THE BAY. ALSO OTHERWISE
18 VARAS OR SPANISH YARDS ON ST. FRANCIS STREET, AND
OR SPANISH YARDS ON MARINE STREET, FROM EAST TO WEST
MEASURING OR RUNNING FROM NORTH TO SOUTH 14 VARAS
CITY OF ST. AUGUSTINE, DATED JANUARY 1, 1905, AND
OF BLOCK FORTY (40) ACCORDING TO OFFICIAL MAP OF THE
ALL THAT CERTAIN LOT OF LAND DESCRIBED AS LOT ONE (1)
OFFICIAL RECORDS BOOK 220, PAGES 269 AND 270
BEING MORE PARTICULARLY DESCRIBED:
LOT 1, BLOCK 40 - MAP OF THE CITY OF ST. AUGUSTINE
LEGAL DESCRIPTIONS
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A
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S T F
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IS
B
A R
R A
C K
S S
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W A
L L I
M P
R O
V E
M E
N T S
F E
B R
U A
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C O
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IN
U
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G A
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H O
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S P
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G R
A M S
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S H
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E L
IN
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S
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N P
R O
T E
C T
IO
N P
R O J E
C T
CONCRETE PAD
C O
N C
R E
T E P
A D
CONCRETE SEAWALL
GRANITE CAP ON
B C :6 .2
E A :6 .0
B C :6 .2
E A :6 .0
B C :6 .2
E A :6 .0
B C :6 .1 7'
E A :5 .8 3'
B C :6 .0 1'
E A :5 .7 7'
B C :6 .0
E A :5 .7
B C :6 .1
E A :5 .8
WEST:6.33'
EAST:6.37'
SEAWALL
WEST:6.23'
EAST:6.25'
SEAWALL
WEST:6.18'
EAST:6.23'
SEAWALL
WEST:5.94'
EAST:6.07'
SEAWALL
WEST:5.47'
EAST:5.61'
SEAWALL INVERT: 2.88'
P
V C
CONCRETE PADS
ARTILLERY GUN ON
C O
N C
R E
T E P
A D
S
C O
N C
R E
T E P
A D
S
C O
N C
R E
T E P
A D
S C O
N C
R E
T E P
A D
S
ASP
H
ALT
D
R
IV
E
A S
P H
A L T D
R
IV
E
E
8" PALM
8" PALM
8" PALM
8" PALM
8" PALM
INVERT: 0.67'
POTENTIAL
.6
5.
5.
5.
.8
.8
.8
.8
5.
85.
5.
85.
.8
5.
.8
5.
.8
.8
5.
5.
5.
5.
5.
.8
5.
.9
5.
.9
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
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6.
6.
6.
6.
6.
6.
6.
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6.
6.
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6.
6.
6.
6.
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6.
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6.
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6.
6.
6.
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6.
6.
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6.
6.
6.
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6.
6.
6.
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6.
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6.
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6.
6.
6.
6.
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6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
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6.
6.
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.1
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.1
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.2
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6.
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.2
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.2
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.2
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36.
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.3
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46.
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6.
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6.
.4
6.
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6.
.5
6.
5 6
.5
6.
6.
6.
6.
S08° 39' 06"E
36.64'
S09° 46' 12"E
47.96'
S08° 48' 34"E
43.33'
S09° 17' 24"E
48.18' S09° 13' 17"E
43.51'
ASP
H
ALT
D
R
IV
E
CONCRETE PAD
C O
N C
R E
T E P
A D
CONCRETE PADS
ARTILLERY GUN ON
CONCRETE SEAWALL
GRANITE CAP ON
L O
T
B L
O C
K
M
A P O
F T
H E C
IT
Y O
F S
T
A U
G U
S T
IN
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C O
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R E
T E P
A D
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C O
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T E P
A D
S C O
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R E
T E P
A D
S
C O
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T E P
A D
S
S08° 13' 34"E 521.01' (CALC)
MATANZAS RIVER
A S
P H
A L T D
R
IV
S
C H
M A
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Z P .E
W
C O
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J S
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SHEET SYMBOLOGY
V-02
R V
E S
U R
V E
Y S
T A T
O S
T A
MATANZAS RIVER
C SEAWALLL
M A
T C
H L
IN
E S
T A S
E E S
H E
E T V -0
M A
T C
H L
IN
E S
T A . 1
, S
E E S
H E
E T V -0
10' 20'0
SITE SURVEY STA. 11+60 TO STA. 13+60
ELECTRIC
UNDERGROUND
L.B.
H Y D
E
WV
WM
D
SS
FOUND 1/2" IRON ROD
SET NAIL & DISK
NUMBER OF PARKING SPACES IN BAY
ELECTRIC MANHOLE
WATER VALVE
WATER METER
TRAFFIC SIGN
FLOOD LIGHT
LICENSED BUSINESS
HC HANDICAP PARKING SPACE
CATV
FIRE HYDRANT
CABLE TELEVISION
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
CONCRETE COLUMN
TH
REPORTS ON FILE AT USACE OFFICE
TEST HOLE/EXCAVATION SITE
BC: 5.40'
EA: 5.28'
BACK OF CURB - WITH ELEVATION
EDGE OF ASPHALT - WITH ELEVATION
WEST: 6.18'
EAST: 6.23'
SEAWALL
OF THE EAST AND WEST EDGES
SEAWALL INCLUDING ELEVATIONS
DURING NON-DAY LIGHT HOURS.
2. FLAG POLE LIGHTING MUST STAY OPERATIONAL
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
FLAG POLE
HYDROVAC EXCAVATION
POE 15+24.53
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A N M
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5.
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6.
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6.
6.
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6.
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6.
6.
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6.
6.
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6.
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6.
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6.
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6.
6.
6.
6.
6.
6.
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6.
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6.
.2
6.
.2
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6.
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26.
6.
.2
6.
6.
6.
6.
6.
.2
6.
6.
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6.
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6.
6.
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.3
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6.
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6.
6.
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.4
6.
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6.
6.
7 6.
6.
7.
7.
7.
7.
8.
.3
.3
.3
.8
.1
0.5'
CONCRETE C
URB
FFE: 8.5'
WOOD FRAME BUILDING
1 STORY
G A
T E
W F
L
CONCRETE WALK
WOOD RAMP
ASPHALT PARKING LOT
C O
N C
R E
T E W
A L
K
B C :5 .6
E A :5 .5
B C :5 .7
E A :5 .6
B C :5 .8
E A :5 .7
B C :5 .8
E A :5 .8
B C :5 .7
E A :5 .6
BC:
6.
EA:
5.
BC:6.32'
EA:6.06'
BC:6.1
0'
EA:5.8
5'
B C :6 .0 1'
E A :5 .7 7'
WEST:5.62'
EAST:5.82'
SEAWALL
WEST:5.48'
EAST:5.71'
SEAWALL
WEST:5.33'
EAST:5.38'
SEAWALL
WEST:5.21'
EAST:5.16'
SEAWALL
WEST:5.17'
EAST:5.13'
SEAWALL
BC:6
.01
'EA:5
.72
3' WOOD FENCE
B R
IC
K S
T E
P S
.4 C
O Q
U
IN
A W
A L L
CONCRETE
CONCRETE SIDEWALK
WOOD HEADWALL
W O
O D F
R A
M E G
A R
A G
E
S
T O
R
.5 'X
.5 A
C P
A D
" V
C
COQUINA WALL
PAVERS
PAVERS
PAVERS
COVERED
CONCRETE SLAB
F F
E .6
W O
O D F
R A
M E G
A R
A G
E
S
T O
FFE: 7.0'
WOOD FRAME AND STUCCO GARAGE
1 STORY
BRIC
K W
ALKWAY
ASP
H
ALT
D
R
IV
E
7' W
OOD F
ENCE
W
E
T
8" PALM
8" PALM
8" PALM
F O
B R
IC
K W
A L
K W
A Y
INVERT: 3.57'
4" DIP
83.15' (MEASURED)
83' (RECORD)
S09° 41' 06"E
32.18'
S09° 43' 10"E
48.01' S09° 57' 35"E
0.5'
CONCRETE C
URB
WOOD FRAME BUILDING
1 STORY
FFE: 8.5'
G A
T E
W F
L
CONCRETE WALK
WOOD RAMP
BRIC
K W
ALKWAY
ASP
H
ALT
D
R
IV
E
ASPHALT PARKING LOT
C O
N C
R E
T E W
A L
K
WOOD FRAME AND STUCCO GARAGE
1 STORY
FFE: 7.0'
W O
O D F
R A
M E G
A R
A G
E
S
T O
F F
E .6
S
"W
.2
(C
A L
C U
L A
T E
D
.5
.4
.1 O
V E
R L
IN
E
MARKED "U.S."
MONUMENT
FOUND 4"X4" MARBLE
COVERED
CONCRETE SLAB
3' WOOD FENCE
B R
IC
K S
T E
P S
.4 C
O Q
U
IN
A W
A L L
2.3'
.6
EDGE OF SEAWALL
BOUNDARY LINE ALONG EAST
CONCRETE
CONCRETE SIDEWALK
C O
N C
R E
T E S
E A
W A
L L
G R
A N
IT
E C
A P
WOOD HEADWALL
3.4'
3.0'
W O
O D F
R A
M E G
A R
A G
E
S
T O
.5 'X
.5 A
C P
A D
(M O
N U
M E
N T T
O I
R O
N P
IP
E .0
W
IT
N E
S S
M A
R K
E D
L .B
IR
O N P
IP
E
S
35.20'
S10° 14' 00"E
23.45'
PAVERS
PAVERS
PAVERS
L O
T
B L
O C
K
M
A P O
F T
H E C
IT
Y O
F S
T
A U
G U
S T
IN
E
O F F
IC
IA
L R
E C
O R
D S B
O O
K
P
A G
E
.9
7' W
OOD F
ENCE
1.4'
12.7'
B R
IC
K W
A L
K W
C O
W D
R E
Y
C
R A
L P
H P .E
J S
C H
M A
L T
Z P .E
J S
C H
M A
L T
Z P .E
SITE SURVEY STA. 13+60 TO STA. 15+24.53
V-03
R V
E S
U R
V E
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T A T
O S
T A .5
N
MATANZAS RIVER
C SEAWALLL
M A
T C
H L
IN
E S
T A S
E E S
H E
E T V -0
10' 20'0
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D B
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C O
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C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
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U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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A N M
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C O B
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S S
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C T
P O
B
S.W. INV.:-4.04'
E. INV.:-3.56'
RIM ELEV.: 4.60'
SANITARY SEWER MANHOLE
W. INV.:-5.71'
N.W. INV.:-4.99'
N.E. INV.:-5.78'
RIM ELEV.: 3.62'
SANITARY SEWER MANHOLE
D D
D
D .I
D .I
P
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S S
H B
C-01
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SHEET KEYNOTES
SITE PLAN STA. 10+00 TO STA. 11+60
C SEAWALLL
L
M A
T C
H L
IN
E S
T A . 1
, S
E E S
H E
E T C -0
10' 20'0
ASPHALT PARKING LOT
.5 C
O N
C R
E T
E S
E A
W A
L L
C O
N C
R E
T E S
ID
E W
A L
K
.2 C
O Q
U
IN
A W
A L L
.5 C
O N
C R
E T
E C
U R
B
.5 C
O N
C R
E T
E C
U R
B
(TYP.)
PARKING SIGN
L
STA. 10+00 AND FROM STA. 10+50 TO STA. 11+60.
WATER LINE (EL 1.96). EXCAVATION ANTICIPATED AT
TO A MAXIMUM ELEVATION OF MEAN HIGH HIGHER
EXPOSE SEAWALL BY USE OF HANDTOOLS DOWN
CONSERVATION TREATMENT FOR PERIOD MASONRY.
5. REPAIR COQUINA BLOCK SEAWALL IAW SECTION 04 03 00
ABOUT THE CHECK VALVE.
4. REFER TO (DETAIL 1) / S-07 FOR SPECIFIC INFORMATION
IS TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION.
CONSTRUCTION IAW SECTION 01 22 00. IRRIGATION SYSTEM
BACK TO SAME LOCATIONS AT COMPLETION OF
EXCAVATION OPERATIONS AND REPLUMB SPRINKLER HEADS
IMPACTED PIPES AND SPRINKLER HEADS PRIOR TO
THE SEAWALL. CONTRACTOR SHALL RELOCATE THE
WITHIN THE EXCAVATION ZONE ALONG THE LANDSIDE OF
3. IRRIGATION PIPING AND SPRINKLER HEADS ARE PRESENT
SOD APPROVED BY THE CONTRACTING OFFICER.
OR REMOVED DURING CONSTRUCTION WITH IN-KIND
2. CONTRACTOR SHALL REPLACE SOD DISTURBED
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
C SLOTTED 6" PVC
WITH CHECK VALVE
4" PVC WEEP DRAIN
WITH CHECK VALVE
4" PVC WEEP DRAIN
C SLOTTED 6" PVC
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
C
C -0
AA
C-06
L
IC
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A T
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N N
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D E
S
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D B
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D E
S C
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A
M A
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S
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S U
B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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A N M
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C O B
L V
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J A
C K
S O
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L E F
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W E
P -2
-R -0
J
O H
N S C
O U
N T
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L O
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A
BCOES
S T F
R A
N C
IS
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A R
R A
C K
S S
E A
W A
L L I
M P
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M E
N T S
F E
B R
U A
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C O
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IN
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H O
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C T
C-02
IL
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T A T
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T A
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C H
M A
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W
C O
W D
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R A
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J S
C H
M A
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SITE PLAN STA. 11+60 TO STA. 13+60
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 1
, S
E E S
H E
E T C -0
10' 20'0
CONCRETE PADS
ARTILLERY GUN ON
CONCRETE PAD
P
V C
CONCRETE PAD
CONCRETE PADS
ARTILLERY GUN ON
CONCRETE PAD
CONCRETE PAD
CONCRETE PAD
1" PVC
L
SEAWALL
COQUINA BLOCK
GRANITE CAP ON
WITHIN 10' OF SEAWALL
LINE IF ENCOUNTERED
RELOCATED ELECTRICAL
STA 12+00."
SECTION 01 11 00 FOR "PHOTO AT APPROX.
FOR MASONRY REPAIR GUIDANCE AND
AS REQUIRED. REFER TO SECTION 04 03 00
CAP STONES. REPLACE MORTAR JOINTS
REALIGN 20 FT. OF DISPLACED GRANITE
WITH CHECK VALVE
4" PVC WEEP DRAIN
WITH CHECK VALVE
4" PVC WEEP DRAIN
CONSERVATION TREATMENT PER PERIOD MASONRY.
5. REPAIR COQUINA BLOCK SEAWALL IAW SECTION 04 03 00
ABOUT THE CHECK VALVE.
4. REFER TO (DETAIL 1) / S-07 FOR SPECIFIC INFORMATION
IS TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION.
CONSTRUCTION IAW SECTION 01 22 00. IRRIGATION SYSTEM
HEADS BACK TO SAME LOCATIONS AT COMPLETION OF
EXCAVATION OPERATIONS AND REPLUMB SPRINKLER
IMPACTED PIPES AND SPRINKLER HEADS PRIOR TO
THE SEAWALL. CONTRACTOR SHALL RELOCATE THE
WITHIN THE EXCAVATION ZONE ALONG THE LANDSIDE OF
3. IRRIGATION PIPING AND SPRINKLER HEADS ARE PRESENT
SOD APPROVED BY THE CONTRACTING OFFICER.
OR REMOVED DURING CONSTRUCTION WITH IN-KIND
2. CONTRACTOR SHALL REPLACE SOD DISTURBED
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
PIPE
8" PVC DISCHARGE
C SLOTTED 6" PVC
T R
A N
S
IT
IO
N S T
O
V C
CONCRETE PAD.
OTHERS WILL REMOVE ARTILLERY GUN ON
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
D
C -0
C -0
L
IC
IT
A T
IO
N N
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D B
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D E
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M A
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S
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S U
B M
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D B
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D A
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C O
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C T N
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K E
D B
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D R
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N B
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IS
S
U E D
A T
E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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R S
/3 /2
F
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A N M
A R
C O B
L V
D
J A
C K
S O
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L E F
L
X
X
W E
P -2
-R -0
J
O H
N S C
O U
N T
Y F
L O
R
ID
A
BCOES
S T F
R A
N C
IS
B
A R
R A
C K
S S
E A
W A
L L I
M P
R O
V E
M E
N T S
F E
B R
U A
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C O
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IN
U
IN
G A
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A M S
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S H
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S
IO
N P
R O
T E
C T
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N P
R O J E
C T
POE 15+24.53
E
T
F
C-03
C O
W D
R E
Y
C
R A
L P
H P .E
J S
C H
M A
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J S
C H
M A
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S
IT
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L A
N S
T A T
O S
T A
L
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C -0
10' 20'0
WOOD FRAME BUILDING
1 STORY
WOOD RAMPPAVERS
CONCRETE WALK
B R
IC
K W
A L
K W
A Y
COVERED
CONCRETE SLAB
PAVERS
W O
O D F
R A
M E G
A R
A G
E
S
T O
O D F
R A
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WOOD FRAME AND STUCCO GARAGE
1 STORY
.4 C
O Q
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A W
A L L
" V
C
DRIVEWAY
C O
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T E W
A L
K W
A Y
CONCRETE
W
ALKWAY
" V
C
L
RE-USE EXISTING SEAWALL PENETRATION.
DRAIN INLET.
RE-ROUTE 6" DRAIN PIPE TO TRENCH
CAST CONCRETE STEP TO CONCRETE SLAB.
C TRENCH DRAIN
INV EL 3.0
C TRENCH DRAIN
SITE PLAN STA. 13+60 TO STA. 15+24.53
TO TRENCH DRAIN.
BELOW CONCRETE SLAB IMMEDIATELY ADJACENT
FLOWABLE FILL AS NEEDED IN VOID SPACES
STA. 13+00 TO STA. 14+20.
WATER LINE. EXCAVATION ANTICIPATED FROM
TO A MAXIMUM ELEVATION OF MEAN HIGH HIGHER
EXPOSE SEAWALL BY USE OF HANDTOOLS DOWN
CONSERVATION TREATMENT FOR PERIOD MASONRY.
5. REPAIR COQUINA BLOCK SEAWALL IAW SECTION 04 03 00
ABOUT THE CHECK VALVE.
4. REFER TO (DETAIL 1) / S-07 FOR SPECIFIC INFORMATION
IS TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION.
CONSTRUCTION IAW SECTION 01 22 00. IRRIGATION SYSTEM
HEADS BACK TO SAME LOCATIONS AT COMPLETION OF
EXCAVATION OPERATIONS AND REPLUMB SPRINKLER
IMPACTED PIPES AND SPRINKLER HEADS PRIOR TO
THE SEAWALL. CONTRACTOR SHALL RELOCATE THE
WITHIN THE EXCAVATION ZONE ALONG THE LANDSIDE OF
3. IRRIGATION PIPING AND SPRINKLER HEADS ARE PRESENT
SOD APPROVED BY THE CONTRACTING OFFICER.
OR REMOVED DURING CONSTRUCTION WITH IN-KIND
2. CONTRACTOR SHALL REPLACE SOD DISTURBED
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
GRATE
RISER AND DRAIN
CATCH BASIN WITH
12"x12" POLYPROPYLENE
GRATE
RISER AND DRAIN
CATCH BASIN WITH
12"x12" POLYPROPYLENE
WITH CHECK VALVE
4" PVC WEEP DRAIN
B
C -0
BB
C-06
C -0
A
S-03
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GENERAL KEY NOTES
C-03 SCALE: N.T.S.
C-02 SCALE: N.T.S.
C-03 SCALE: N.T.S.
C-01 SCALE: N.T.S.
CONCRETE
2.5'
MATANZAS RIVER
MATANZAS RIVER
MATANZAS RIVER
MATANZAS RIVER
GRADE
EXISTING
STRUCTURE
WOODEN
EXISTING
B
C D
A
6" PVC
EL 6.0
SEAWALL TOP
EL 6.0
SEAWALL TOP
C-02
EL 6.0
SEAWALL TOP
EL 6.0
SEAWALL TOP
MHHW EL 1.96
MHHW EL 1.96
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
MHHW EL 1.96
EL 0.0
EL 1.0
EL 1.5
EL 0.0
EL 1.0
EL 0.0
EL 1.0
EL 1.5
MHHW EL 1.96
3' 2'
3'
2'3'
3' 2'
CURB
ORIGINAL WAVE-BREAK
8"
6" PVC
FOUNDATION.
TRENCH DRAIN TO SEAWALL AND/OR STRUCTURE
3/8" EXPANSION JOINT MATERIAL BETWEEN
CAP STONES.
DEMO CONCRETE ON TOP OF GRANITE
CORE THROUGH SEAWALL.
GEOTEXTILE WRAPS ENTIRE GRAVEL SYSTEM.
SECTION (STA. 15+02) SECTION (STA. 14+00 TO STA. 14+55)
SECTION (STA. 10+50, STA. 11+50, STA. 12+50, STA. 13+50) SECTION (STA. 12+90)
C-03
15" PVC
8 6
EL 0.8
SEAWALL
EXISTING
SEAWALL
EXISTING
SEE NOTE 2
SEAWALL
EXISTING
SEAWALL
EXISTING
EL 0.0
EL 1.0
EL 1.5
EL 2.0
ENDS AT STA. 15+24
6" SLOTTED PVC
8%
8%
3%
EXISTING PIPE
206 TYPE II
STANDARD INDEX
TRENCH DRAIN
4 INCH FDOT
CAPSTONE
GRANITE
CAPSTONE
GRANITE
CAPSTONE
GRANITE
CAPSTONE
GRANITE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
PVC
6" SLOTTED
EL 2.25
EL 3.0
INSTALL FLAP GATE (SEE DETAIL 2) /S-07.
INSTALL DRAIN VALVE (SEE DETAIL 1) /S-07.
EL 2.0
EL 2.25
8 USE EXISTING WALL PENETRATION.
GRAVEL
DRAINAGE
GRAVEL
DRAINAGE
RISER AND DRAIN GRATE
CATCH BASIN WITH
12"x12" POLYPROPYLENE
GRATE
12"x12" DRAIN
WITH STAINLESS STEEL BAND CLAMPS.
EXISTING PIPE. WITH A 15"X10" RUBBER COUPLING
10 FT. LONG PVC PIPE. CONNECT NEW PIPE TO
DEMO EXISTING PIPE. INSTALL NEW 15 INCH,
GRAVEL
DRAINAGE
EL 2.25
EL 4.5
EL 4.5
EL 4.5
SOD AND TOPSOIL
SOD AND TOPSOIL
SOD AND TOPSOIL
FABRIC
GEOTEXTILE
OVERLAP
FABRIC
GEOTEXTILE
OVERLAP
FABRIC
GEOTEXTILE
OVERLAP
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
SEAWALL SURVEY ELEVATIONS.
5. REFER TO PLAN SHEETS: V-01, V-02 & V-03 FOR TOP OF
RELATIVE TO TOP OF SEAWALL EL).
SEAWALL ELEVATION (VARIES FROM 9" TO 18" DEEP,
OF GRAVEL DRAIN AT FINISHED EL 4.5' UP TO TOP OF
LENGTH. BACKFILL WITH SOD AND TOPSOIL FROM TOP
4. THE TOP OF SEAWALL ELEVATION VARIES ALONG ITS
COMPLETED.
TOPSOIL DURING RESODING ONCE TRENCH DRAIN IS
AS DESCRIBED IN SECTION 32 92 23 SODDING). REUSED THIS
EXCAVATED TOPSOIL (BASED ON A SUITABILITY INSPECTION
3. CLEAR AND GRUB SOD AS WELL AS RETAIN ALL REUSEABLE
NE CORNER OF BUILDING (SEE "SECTION BB" ON SHEET C-06).
AND SLOPE TO DRAIN NORTH TO DRAINAGE BOX AT
2. BOTTOM OF TRENCH WILL VARY, START AT 4" DEEP
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GENERAL KEY NOTES
C-02 SCALE: N.T.S.
MATANZAS RIVER
E
EL 6.0
SEAWALL TOP
EXISTING 8" VC PIPE
EL 0.0
EL 1.0
EL 1.5
MHHW EL 1.96
C-05
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3' 2'
5' MIN.
SECTION (STA. 13+50)
EL 3.0
1 GEOTEXTILE WRAPS ENTIRE GRAVEL SYSTEM.
GRAVEL
DRAINAGE
PVC
6" SLOTTED
EXISTING GRADE
CAP STONE
GRANITE
EL 2.25
WITH STAINLESS STEEL BAND CLAMPS
8"x8" FLEXIBLE RUBBER COUPLING
EXISTING PENETRATION
8" PVC THROUGH
EL 4.5
SOD AND TOP SOIL
FABRIC
GEOTEXTILE
OVERLAP
OF SEAWALL SURVEY ELEVATIONS.
4. REFER TO PLAN SHEETS: V-01, V-02 & V-03 FOR TOP
RELATIVE TO TOP OF SEAWALL EL).
SEAWALL ELEVATION (VARIES FROM 9" TO 18" DEEP,
GRAVEL DRAIN AT FINISHED EL 4.5' UP TO TOP OF
LENGTH. BACKFILL WITH SOD AND TOPSOIL FROM TOP
3. THE TOP OF SEAWALL ELEVATION VARIES ALONG ITS
ONCE TRENCH DRAIN IS COMPLETED.
32 92 23 SODDING). REUSED THIS TOPSOIL DURING
SUITABILITY INSPECTION AS DESCRIBED IN SECTION
REUSEABLE EXCAVATED TOPSOIL (BASED ON A
2. CLEAR AND GRUB SOD AS WELL AS RETAIN ALL
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GENERAL KEY NOTES
C-01
AA
C-03
BB
EL 1.5
EL 1.5
SCALE: N.T.S.
C-03
CC
SCALE: N.T.S.
SCALE: N.T.S.
36" SEAWALL
TRENCH DRAIN
STAIRS
COVERED PORCH
COVERED PORCH SLAB
TRENCH DRAIN
EL 6.0
SEAWALL TOP
ROOF
GUTTER DRAIN FROM
6" BELOW GROUND
WOODEN BUILDING STRUCTURE
24" SEAWALL
EL 1.0
EL 0.0
UNDISTURBED EXISTING SOIL
UNDISTURBED EXISTING SOIL
EL 0.0
EL 1.0
6" SLOTTED PVC
GUTTER DRAINGROUND
REROUTE 6" BELOW
SLAB.
CAST CONCRETE STEP TO CONCRETE
EL 5.66
EL 4.5
EL 3.75
WITH GEOTEXTILE
DRAINAGE GRAVEL
WITH GEOTEXTILE
DRAINAGE GRAVEL
EL 2.25
SECTION
SECTION
SECTION
EL 3.0
TO THE TRENCH DRAIN OR GRAVEL DRAIN.
THE PORCH SLAB IMMEDIATELY ADJACENT
ADD CLSM TO VOIDS DISCOVERED UNDER
S T
A
S T
A
S T
A
S T
A
EXISTING DRAIN WALL PENETRATION.
TO NEW BOX. CONNECT NEW BOX TO
ON NORTH ELEVATION OF STRUCTURE
REDIRECT CURRENT TRENCH DRAIN
INV. EL 3.0
STA. 15+24END AT
6" SLOTTED PVC
AT STA. 13+50
WALL PENETRATION
6" DRAIN TO EXISTING
AND DRAIN GRATE
CATCH BASIN WITH RISER
12"x12" POLYPROPYLENE
6" SLOTTED PVC6" SLOTTED PVC
1/8" PER FOOT
AND DRAIN GRATE
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
BE INSTALLED AT ELEVATION 2.25
SLOTTED PVC DRAIN PIPE TO
12"x12" DRAIN GRATE
CATCH BASIN WITH RISER
12"x12" POLYPROPYLENE
EL 2.25 (TYP.)
PIPE INVERT
EL 2.0
TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER
AND SOD
TOP SOIL
AND SOD
TOP SOIL
ACCESS
WITH COVER PLATE FOR
CATCH BASIN WITH RISER
12"X12" POLYPROPYLENE
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ABBREVIATIONS
STONE MASONRY
1.REFER TO SECTION 04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY FOR
DETAILS CONCERNING STONE MASONRY REPAIRS AND MORTAR JOINT REPOINTING EFFORTS.
2.REFER TO COQUINA STONE MORTAR MIX TEST RESULTS FOR PRESCRIPTIVE MORTAR
GENERAL STRUCTURAL NOTES
1.ELEVATIONS ARE IN FEET AND REFER TO NAVD88.
2.DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR
SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.
3.
STRUCTURAL STEEL AND METAL FABRICATION
1.FURNISH BOLTS WITH ONE NUT AND TWO WASHERS UNLESS OTHERWISE NOTED.
HARDWARE, UNLESS OTHERWISE NOTED.
DIMENSIONS AND/OR ELEVATIONS MARKED (NTS) ARE NOT SHOWN TO SCALE.
MIX PROPORTIONS.
STAINLESS STEEL (TYPE 316) BOLTS, NUTS, WASHERS AND MISCELLANEOUS
LLH
LG
L/W
IF
IAW
HORIZ
HT
H.S.
GALV
G
FS
FF
FES
F.H.
EXIST
EW
ES
EL.
EJ
EF
E
DWG
DIA
D/S
D.V. MH.
D.V.
D.P.
D.I.
D
CONC
CMP
CLR
CL
CJP
CLJ
CJ
CB
C/L
C.R.S.
C.I.P.
C.I.
C&G
C
BOT
BL
BITUM
BF
B/L
AZ
APPROX
ALUM
ALT. SP.
ALT W/
LONG LEG HORIZONTAL
LONG
LANDWARD
INSIDE FACE
IN ACCORDANCE WITH
HORIZONTAL
HEIGHT
HIGH STRENGTH
GALVANIZED
GAS
FAR SIDE
FAR FACE
FLARED END SECTION
FIRE HYDRANT
EXISTING
EACH WAY
EQUALLY SPACED
ELEVATION
EXPANSION JOINT
EACH FACE
ELECTRICAL
DRAWING
DIAMETER
DOWNSTREAM
DRAIN VALVE MANHOLE
DRAIN VALVE
DRAIN PIPE
DROP INLET
DRAIN
CONCRETE
CORRUGATED METAL PIPE
CLEAR
CLEAR COVER
COMPLETE JOINT PENETRATION
CONTROL JOINT
CONSTRUCTION JOINT
CATCH BASIN
CENTER LINE
CORROSION-RESISTANT STEEL
CAST IN PLACE
CAST IRON
CURB & GUTTER
CENTER
BOTTOM
BOTTOM LAYER
BITUMINOUS
BOTTOM FACE
BASELINE
AZIMUTH
APPROXIMATE
ALUMINUM
ALTERNATE SPACING
ALTERNATE WITH
WM
W/L
W.M.
W
W
VERT
UNO
UGND
U/S
TYP
TP
T.O.C.
TL
TF
TEL.M.H.
TD
T&B
T
STD. HK.
STA
SST
SPEC
SB/L
SAN
S.C.O.
S
R/W
RCP
REF
P.T.
POB
P.C.
P
OS
OPT.
OF
OD
OC
O.C.
NS
NO
NF
NTS
MISC
MIRR
MIN
MH
MAX
LS
LP
LLV
WIDTH
WALL LINE
WATER METER
WATER
WATER MAIN
VERTICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
UPSTREAM
TYPICAL
TEST PILE
TOP OF CONCRETE
TOP LAYER
TOP FACE
TELEPHONE MANHOLE
TRENCH DRAIN
TOP AND BOTTOM
TELEPHONE
STANDARD HOOK
STATION
STAINLESS STEEL
SPECIFICATIONS
SUBBASELINE
SANITARY
SEWER CLEANOUT
SEWER
RIVERWARD
REINFORCED CONCRETE PIPE
REFERENCE
POINT OF TANGENCY
POINT OF BEGINNING
POINT OF CURVATURE
POWER
OFFSET
OPTIONAL
OUTSIDE FACE
OUTSIDE DIAMETER
ON CENTER
ON CENTER
NEAR SIDE
NUMBER
NEAR FACE
NOT TO SCALE
MISCELLANEOUS
MIRRORED
MINIMUM
MANHOLE
MAXIMUM
LIGHT STANDARD
LIGHT POLE
LONG LEG VERTICAL
CAST-IN-PLACE CONCRETE
THE DRAWINGS.
OF REINFORCEMENT WILL BE DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
12. BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING
11. NO WELDING OF REINFORCEMENT SHALL BE PERMITTED.
APPROVED.
ANY SPLICE CONSIDERED EXCESSIVE BY THE CONTRACTING OFFICER WILL NOT BE
SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT SHALL BE HELD TO A MINIMUM AND
CONSTRUCTABILITY AND APPROVED BY THE CONTRACTING OFFICER. THE NUMBER OF
THE SMALLER BAR BEING LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR
LAPS AND HOOKS" TABLE SHOWN ON SHEET S-02. SPLICE LENGTHS SHALL BE BASED ON
10. REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH THE "BAR EMBEDMENT,
HOOKS IF THE REQUIRED STRAIGHT EMBEDDED LENGTH CANNOT BE OBTAINED.
WITH THE "BAR EMBEDMENT, LAPS AND HOOKS" TABLE SHOWN ON SHEET S-02. PROVIDE
9. REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS SHALL BE IN ACCORDANCE
MONOLITH JOINTS.
REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION AND
8. REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS.
7. REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.
OTHERWISE INDICATED SHALL BE 4".
6. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT EXCEPT AS
"BUILDING OFFICIAL".
"CONTRACTING OFFICER" SHALL BE SUBSTITUTED FOR THE WORD "ENGINEER" AND/OR
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY." THE WORDS
5. REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318-14, "BUILDING
CONCRETE REINFORCING STEEL INSTITUTE.
4. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE
EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.
3. UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES,
AND SURFACES COVERED BY BACKFILL SHALL BE CLASS "D" FINISH.
2. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "C" FINISH
CONFORMING TO ASTM A615/A615M, GRADE 60.
1. PROVIDE DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT
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H HOOK LEG LENGTH
SECONDARY REINFORCEMENT FACE OF CONCRETE
PRIMARY REINFORCEMENT
CONST. JOINT (TYP.)
(M
IN
TOP
OTHER
TOP
OTHER
BASIC TABLE ALTERNATE TABLE
LENGTH, INCHES
MINIMUM EMBEDMENT
LENGTH, INCHES
MINIMUM EMBEDMENT
INCHES
MINIMUM LAP LENGTH,
INCHES
MINIMUM LAP LENGTH,BAR SIZE
BAR EMBEDMENT, LAPS AND HOOKS
STRAIGHT BARS HOOKED BARS
TOP
OTHER
SPLICES FOR #14 & #18
DO NOT USE LAP
TOP
OTHER
SPLICES FOR #14 & #18
DO NOT USE LAP
LENGTH, INCHES
EMBEDMENT
HOOK
90 DEGREE
MINIMUM
INCHES
LENGTH,
HOOK LEG
90 DEGREE
BARS.
5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING
OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
REPSECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES
4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH
ACI 318 FOR APPROPRIATE GUIDANCE.
3. IF THE CENTER TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE
MUST BE AT LEAST 2.5 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS
2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
MUST BE AT LEAST 2 BAR DIAMETERS
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS
1. USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
NOTES:
A1
REINFORCEMENT CLEARANCE DETAIL
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24'-0"
2'0 1' 4'
COQUINA BLOCK
COQUINA BLOCK
EL. 0.0
S-03
AA
S-03 2'0 1' 4'
C-03
GENERAL SHEET NOTES
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SEAWALL
NEIGHBORING
ELEVATION - CORNER EXISTING (LOOKING NORTH)ELEVATION - CORNER EXISTING (LOOKING WEST)
SHEET KEYNOTES
V-02, AND V-03.
FOR TOP OF WALL ELEVATION REFER TO SHEETS V-01,
(T
Y P
(T
Y P
CURB (DETERIORATED)
EXISTING WAVE-BREAK CURB (DETERIORATED)
EXISTING WAVE-BREAK
EL. 0.0
2'-0"6'-0"6'-0"6'-0"6'-0"2'-0"
° 99
92°
CONCRETE COPING
(+/-) 1'-6"
CONCRETE COPING
7'-0"2'-0"3'-0"6'-0"6'-0"5'-0"2'-0"
28'-0"
4"
COQUINA BLOCK WALL
EXISTING FACE OF
(+/-) EL. 1.0
(+/-) EL. 1.0
TIE ROD (TYP)
THREADED
#8 REBAR
DETAIL - DEADMAN ANCHOR SYSTEM
D E
A D
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SEAWALL
NEIGHBORING
(TYP)
SEE NOTE 2
(+/-) 5'-11" (+/-) 5'-7" (+/-) 5'-1"
LINE
EXISTING MUD
LINE
EXISTING MUD
TO THE EXISTING WAVE-BREAK CURB (SEE SECTION A/S-05).
THE HATCH AREA REPRESENTS NECESSARY DEMOLITION
MC8x21.4
28' WALE
MC8x21.4
14' WALE
C/S-04)
(SEE SECTION
PVC PIPE SLEEVE
C/S-04)
(SEE SECTION
PVC PIPE SLEEVE
C/S-04)
(SEE SECTION
PVC PIPE SLEEVE
ASTM REFERENCES BY STAINLESS STEEL APPLICATION).
TYPE 316 (GRADE 60 - SEE SECTION 05 50 13 FOR SPECIFIC3
3. TORQUE TIE ROD BOLTS TO 200 FT - LBS.
2. UTILIZE BEVELED WASHERS WITH EVERY ANGLED TIE ROD.
1. SHIM BEHIND WALE AT 4" CONCRETE BLOCK (OR SIMILAR).
TIE ROD (TYP)
THREADED
#8 REBAR 3
S-04
A
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AA
S-03
BB
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B
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#4 LOOP @ 12"
EL 0.0 1'-2"
SHEET KEYNOTES
S-04 NTS
2SECTION - 10' DEADMAN (EAST TO WEST)B
S-03
A SECTION - 24' DEADMAN (NORTH TO SOUTH)
EL 2.75
EL 2.34
EL 0.84
DEADMAN
CONTINUOUS CONCRETE
DEADMAN
CONTINUOUS CONCRETE
EL 1.25
S-03
C SECTION - DEADMAN REBAR
0 1' 2'6"
NTS
19'-0"
14'-0"
REQUIRED)
WASHER (WHERE
NUT, AND BEVELED
" PLATE,2
18"x8"x
TIE ROD
#8 REBAR (THREADED)
REQUIRED)
WASHER (WHERE
NUT, AND BEVELED
" PLATE, 2
16"x6"x
REQUIRED)
WASHER (WHERE
NUT, AND BEVELED
" PLATE, 2
16"x6"x
EL 0.0
SLEEVE
PVC PIPE
SLEEVE
PVC PIPE
D E
A D
M A
N S
E C
T
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N S A
N D D
E T
A
IL
S
TIE ROD
#8 REBAR THREADED
TIE ROD
#8 REBAR THREADED
V-02, AND V-03.
FOR TOP OF WALL ELEVATION REFER TO SHEETS V-01,
28' WALE
2" COVER
14' WALE
(SST)
MC8x21.4
DETAIL - WALE DETAIL - WALE
(SST)
MC8x21.4
EL 2.34
EL 2.75
ASTM REFERENCES BY STAINLESS STEEL APPLICATION).
TYPE 316 (GRADE 60 - SEE SECTION 05 50 13 FOR SPECIFIC2
SEE NOTE 4
BLOCK EXCAVATION. HAND TAMP #57 STONE.
UNDER THE ENTIRE LENGTH OF DEADMAN ANCHOR
4. PLACE A MINIMUM OF 12" DEEP LAYER OF #57 STONE
3. THE TIE ROD SHALL BE TYPE 316 (GRADE 60 MIN).
2. TORQUE TIE ROD BOLTS TO 200 FT - LBS.
ASTM A615/A615M, GRADE 60.
CONCRETE REINFORCEMENT CONFORMING TO
1. PROVIDE DEFORMED AND PLAIN CARBON-STEEL BARS FOR
SEE NOTE 4
S-04
S-04
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2'0 1' 4'
EL. 0.0
GENERAL SHEET NOTES
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V-02, AND V-03.
FOR TOP OF WALL ELEVATION REFER TO SHEETS V-01,
1' 2'0 6" 1' 2'0 6"
1'-6"
8"
E
Q…
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