W912EP19R0021_MSMC_Seawall_Plans_Final_30Jul19_Cert.pdf

PDF 27 MB Posted Aug 1, 2019

Attached to: MOUNT SINAI MEDICAL CENTER, CONTINUING AUTHORITIES PROGRAM, SECTION 14, SHORELINE PROTECTION, MIAMI-DADE COUNTY, FLORIDA
Solicitation number: W912EP19R0021
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19R0021 Plans

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File	Type	Posted
W912EP19R0021_MountSinai_Amendment_0004.pdf	PDF	Sep 2, 2019
W912EP19R0021_MountSinai_Amendment0003.pdf	PDF	Aug 29, 2019
W912EP19R0021_Amendment_0002.pdf	PDF	Aug 28, 2019
W912EP19R0021__-_PreBid_Site_Visit.pdf	PDF	Aug 15, 2019
W912EP19R0021_Amendment_0001.pdf	PDF	Aug 1, 2019
Appendix_A_-_MSMC_Tree_BHD_and_Length_from_Existing_Seawall_Survey_7-29-19.pdf	PDF	Aug 1, 2019
19R0021-MSMC_Seawall_Specs_v2_RTA.pdf	PDF	Jul 31, 2019
19R0021-MSMC_Seawall_Specs_v1_RTA.pdf	PDF	Jul 31, 2019
00_31_32_GDR.pdf	PDF	Jul 31, 2019

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

MOUNT SINAI MEDICAL CENTER

EDWARD

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MIAMI-DADE COUNTY, FLORIDA

Mt. SINAI MEDICAL CENTER

CONTINUING AUTHORITIES PROGRAM (SEC 14)

GENERAL

SHEET INDEX

G 01

SHT NO

G 02

SHEET TITLE

COVER AND INDEX SHEET

ABBREVIATIONS AND SYMBOLS

G 03 ALIGNMENT DATA

SURVEY

V-01

V-02

V-03

V-04

V-05

V-06

V-07

V-08

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V-10

CIVIL

C-01

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C -03

C -04

C -05

C -06

C -07

C -08

C -09

C -10

C -11

C -12

C -13

C -14

C -15

C -16

TYPICAL SECTIONS

BORING LOCATIONS

S-01

STRUCTURAL

S-02

S-03

S-04

STRUCTURAL NOTES AND ABBREVIATIONS

SHEET PILE WALL DETAILS

END WALL DETAILS

SHEET WALL TYPICAL AND JOINT DETAILS

C -17 EROSION AND SEDIMENT CONTROL DETAILS

EXISTING CONDITION STA 0+00 TO STA 1+40

EXISTING CONDITION STA 1+40 TO STA 5+00

EXISTING CONDITION STA 5+00 TO STA 8+60

EXISTING CONDITION STA 8+60 TO STA 12+00

EXISTING CONDITION STA 12+00 TO STA 15+60

EXISTING CONDITION STA 15+60 TO STA 18+80

EXISTING CONDITION STA 18+80 TO STA 22+40

EXISTING CONDITION STA 22+40 TO STA 26+00

EXISTING CONDITION STA 26+00 TO STA 29+40

EXISTING CONDITION STA 29+40 TO STA 32+25.14

SITE PLAN STA 0+00 TO STA 1+40

SITE PLAN STA 1+40 TO STA 5+00

SITE PLAN STA 5+00 TO STA 8+60

SITE PLAN STA 8+60 TO STA 12+00

SITE PLAN STA 12+00 TO STA 15+60

SITE PLAN STA 15+60 TO STA 18+80

SITE PLAN STA 18+80 TO STA 22+40

SITE PLAN STA 22+40 TO STA 26+00

SITE PLAN STA 26+00 TO STA 29+40

SITE PLAN STA 29+40 TO STA 32+25.14

P R

O J E

W912EP-19-R0021

SHORELINE PROTECTION

S-05 MOUNT SINAI SEAWALL - PLAN AND SECTION

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

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

M-102

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

MARK No. CALLOUT

MARK TITLE

INTERIOR ELEVATION

4 REQ'D

PART

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

QUANTITY REQUIRED

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201

A-202

F H

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

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

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

(TSAEC.RSC ~ LINE STYLES ARE RELATIVE)

X'-X"

EL 45.0

14 14OR

REDUCED TO FIT

Mk. M-614-6

BUSHING MARK M-614-6

COMMUNICATION, OVERHEAD

(EARTH)

ON-SITE BACKFILL

(EARTH, 45^)

EXISTING SOIL

(CONCR3)

RIPRAP STONE C

(HATCH)

AGGREGATE

(CROSS HATCH)

CLAYEY BACKFILL

(RIPRAP)

RIPRAP STONE B

(RIPRAP)

RIPRAP STONE A

(HATCH)

SOIL REMOVAL

UNSATISFACTORY

(HATCH)

SEMI -COMPACTED

BACKFILL

FREE DRAINING

(HATCH)

COMPACTED

BACKFILL

FREE DRAINING

CORE BORING (CB)

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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

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

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EQUIPMENTEQUIP

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CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CHANGE ORDER REQUESTCOR

CONCRETECONC

CLEARCLR

CENTERLINECL

CAST IN PLACEC.I.P.

BETWEENBTWN

BOTTOMBOT

BELOWBLW

BULKHEADBLKHD

BUILDINGBLDG

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

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALIGNMENTALNMT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDENDUMADDM

ADDITIONALADDL

ACROSSACR

AMERICAN CONCRETE INSTITUTEACI

ABNORMALABNL

ABANDONABAN

ARCHITECT/ENGINEERA/E

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

TOS TOE OF SLOPE

TOB TOP OF BANK

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

STATIONSTA

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

REINFORCED CONCRETE PIPERCP

RADIUSR

QUANTITYQTY

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

CENTEROCON

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NATIONAL INSTITUTE OF BUILDING SCIENCESNIB

NATIONAL FIRE PROTECTION ASSOCIATIONNFP

NATIONAL ELECTRIC CODENEC

MSMC MOUNT SINAI MEDICAL CENTER

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

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SEA WALL ALIGNMENT DATA

SCALE: NTS

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EARTHEN PLUG RAMP CL DATA

Tangent Length: 92.00

POE 0+92.00 537806.45 937036.86

POB 0+00.00 537807.51 936944.87

Element: Linear

STATION NORTHING EASTING

Horizontal Alignment Name: Earthen Plug Ramp CL

SURVEY NOTES

CONTROL MONUMENT AND TEMPORARY CONTROL POINTS

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL POINT

THIS SITE.

EQUIVALENT OF MEAN HIGH WATER OF THE CURRENT TIDAL EPOCH AT

PROJECT SITE WITHIN BISCAYNE BAY, NAVD88 ELEVATION OF 0.26" IS

10. BASED UPON TIDE STATION 872-3165 LOCATED SOUTHEAST OF THE

WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

THAN THE SIGNING PARTY OR PARTIES PROHIBITED WITHOUT THE

9. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER

THAT TIME.

CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT

RESULT OF THE SURVEY'S MADE ON THE DATES INDICATED ABOVE AND

8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTED THE

MAINTAIN QUALITY CONTROL DURING FIELD OPERATIONS.

CHECKS TO PUBLISHED / ESTABLISHED MARKS WERE PERFORMED TO

SURVEYING (TOTAL STATION, LEVELING) METHODOLOGIES. ROUTINE

7. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS AND CONVENTIONAL

ELEVATIONS.

TO SHEETS FOR A DEPICTION OF THESE DATA SHOWN AS SPOT

ASCE STANDARDS WERE CONDUCTED AT THE REQUEST OF USACE REFER

TEST HOLES IN ACCORDANCE WITH QUALITY LEVEL A AS OUTLINED IN THE

LEVEL B AS OUTLINED IN THE ASCE STANDARDS. A LIMITED NUMBER OF

SUBSURFACE UTILITIES WERE DESIGNATED IN ACCORDANCE WITH QUALITY

OR TO THE LIMITS IF SAFE WADING DEPTH, WHICHEVER OCCURRED FIRST.

EXISTING SEAWALL TO A DISTANCE OF 50' EITHER SIDE OF SAID SEAWALL

6. THE SURVEY WAS LIMITED TO CROSS SECTIONS PERPENDICULAR TO THE

SURVEY FEET.

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S.

DATUM OF 1988(NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

COORDINATE SYSTEM, FLORIDA EAST ZONE.

DATUM OF 1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

AND 09 FEBRUARY, 2019.

AUTHORIZATION NO. LB7340, BETWEEN THE DATES 17 DECEMBER, 2018

2. SURVEY WAS PERFORMED BY SURVTECH SOLUTIONS, INC, BUSINESS

1. REFER SURVEY NO. 19-003, MIAMI-DADE COUNTY, FLORIDA.

PID DESIGNATION NORTHING EASTING ELEV. DESCRIPTION

AC2265 B 313 N/A SCALED N/A SCALED 2.76 CONC. MONUMENT W/BRASS DISK

AC3580 TUTTLE 537,624.23 937,178.08 4.82 CONC. MONUMENT W/BRASS DISK

N/A CP4 537,860.23 937,316.35 3.75 SET PK NAIL, TEMPORARY CONTROL

Tangent Length: 44.93

POE 32+24.96 539803.53 939419.44

PT 31+80.03 539806.01 939374.58

External: 0.67

Middle Ordinate: 0.66

Chord: 17.61

Tangent: 8.91

Length: 17.68

Radius: 59.00

PT 31+80.03 539806.01 939374.58

CC 539747.10 939371.32

PI 31+71.26 539806.51 939365.69

PC 31+62.35 539804.35 939357.04

Element: Circular

Tangent Length: 67.52

PC 31+62.35 539804.35 939357.04

PI 30+94.83 539788.01 939291.53

Tangent Length: 54.91

PI 30+94.83 539788.01 939291.53

PT 30+39.92 539776.66 939237.81

External: 3.25

Middle Ordinate: 3.08

Chord: 37.65

Tangent: 19.86

Length: 38.31

Radius: 59.00

PT 30+39.92 539776.66 939237.81

CC 539718.93 939250.00

PI 30+21.47 539772.55 939218.38

PC 30+01.61 539757.53 939205.38

Tangent Length: 18.08

PC 30+01.61 539757.53 939205.38

PI 29+83.53 539743.86 939193.56

Tangent Length: 32.11

PI 29+83.53 539743.86 939193.56

PT 29+51.42 539720.73 939171.29

External: 0.17

Middle Ordinate: 0.17

Chord: 8.98

Tangent: 4.50

Length: 8.99

Radius: 61.00

PT 29+51.42 539720.73 939171.29

CC 539763.03 939127.34

PI 29+46.94 539717.48 939168.17

PC 29+42.44 539714.73 939164.61

Tangent Length: 161.23

PC 29+42.44 539714.73 939164.61

PI 27+81.20 539616.23 939036.96

Tangent Length: 50.30

PI 27+81.20 539616.23 939036.96

PI 27+30.90 539586.08 938996.70

Tangent Length: 89.46

PI 27+30.90 539586.08 938996.70

PI 26+41.44 539530.80 938926.37

Horizontal Alignment Name: New Wall 1+00 Ahead (CONT.)

External: 0.37

Middle Ordinate: 0.36

Chord: 40.09

Tangent: 20.06

Length: 40.10

Radius: 551.00

PT (STA. EQUATION) 0+92.43 537838.78 937066.01

CC 538385.76 936999.57

PI 0+72.39 537836.36 937046.09

PC 0+52.33 537835.39 937026.05

Tangent Length: 11.59

Tangent Direction: N 87^14'42" E

PC 0+52.33 537835.39 937026.05

PI 0+40.74 537834.84 937014.47

Tangent Length: 22.94

Tangent Direction: N 89^35'46" E

PI 0+40.74 537834.84 937014.47

PI 0+17.80 537834.68 936991.53

Tangent Length: 17.80

PI 0+17.80 537834.68 936991.53

POB 0+00.00 537816.89 936991.01

Horizontal Alignment Name: New Wall 0+00 to 0+92.43 BK

Tangent Length: 150.71

PI 26+41.44 539530.80 938926.37

PI 24+90.73 539431.07 938813.36

Tangent Length: 847.93

PI 24+90.73 539431.07 938813.36

PT 16+42.80 538867.67 938179.68

External: 0.09

Middle Ordinate: 0.09

Chord: 6.38

Tangent: 3.20

Length: 6.39

Radius: 59.00

PT 16+42.80 538867.67 938179.68

CC 538823.58 938218.88

PI 16+39.61 538865.55 938177.29

PC 16+36.41 538863.18 938175.14

Tangent Length: 1142.93

PC 16+36.41 538863.18 938175.14

PT 4+93.48 538015.93 937408.02

External: 37.09

Middle Ordinate: 34.75

Chord: 385.17

Tangent: 205.55

Length: 393.48

Radius: 551.00

PT 4+93.48 538015.93 937408.02

CC 538385.76 936999.57

PI 3+05.55 537863.56 937270.06

PC (STA. EQUATION) 1+00.00 537838.78 937066.01

Horizontal Alignment Name: New Wall 1+00 Ahead

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A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-4

-3

-2 .7

7b o t

-2 .5

8b o t

-2 .5

-1 .8

9b o t

-1 .8

-2

-0 .9

0b o t

-0 .9

-1

2b o t

3b o t

G .9

6n g

8n g

9n g

0n g

5n g

6n g

7n g

1n g

2n g

4n g

2n g

3n g

4n g

6n g

5n g

.0 s e a w a ll

5n g

7n g

5n g

4n g

6n g

8n g .8

4n g .6

3n g .8

2n g .8

1n g .1

0e p

EXIST SEAWALL

EDGE OF

M A

T C

H L

E S

T A

E E D

R A

G V -0

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

N S

S T

O S

T A

V-0120' 40'0

SEAWALL

EXIST FDOT

I-1

B I S C A Y N E B A Y

SCALE: NTS

KEY MAP

V-01 N

EXISTING CONDITIONS STA 0+00 TO STA 1+40

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

GENERAL SHEET NOTES

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-02

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-4

-3

-2

C-02C-02

-1

CP4

3.71

A S P

H A L T

P A R

VEGETATION LINE

CONCRETE SEAWALL CAP

SCATTERED SEAGRAPE, WOMAN TONGUE, FLORIDA HOLLY

V E G E

N E

S C

TTE

R E D

S E A G R

A P E

W O

M A N

N G

U E

F L O R

L L Y

1 2

3 4

BAY BOTTOM

ELEV=1.95'

BAY BOTTOM

ELEV=-2.50'

BAY BOTTOM

ELEV=1.29'

BAY BOTTOM

ELEV=-061'

BAY BOTTOM

ELEV=-1.93'

A S P

H A L T

P A R

VEGETATION LINE

CONCRETE SEAWALL CAP

SCATTERED SEAGRAPE, WOMAN TONGUE, FLORIDA HOLLY

V E G E

N E

S C

TTE

R E D

S E A G R

A P E

W O

M A N

N G

U E

F L O R

L L Y

1 2

3 4

BAY BOTTOM

ELEV=1.95'

BAY BOTTOM

ELEV=-2.50'

BAY BOTTOM

ELEV=1.29'

BAY BOTTOM

ELEV=-061'

BAY BOTTOM

ELEV=-1.93'

0 111

2 2 2

1n g

2n g

3n g

4n g

5n g

6n g

7n g

8n g

0n g

2n g

3n g

4n g

5n g

8n g

9n g

1n g

2n g

9n g

1n g

6n g

0n g

9n g

0n g

2n g

8n g

0n g

1n g

4n g

5n g

6n g

9n g

7n g

3n g

3n g .6

4 4

4 4 4 4

6 6

7 7

EXIST SEAWALL

EDGE OF

M A

T C

H L

E S

T A

E E D

R A

G V

-0

B I S C A Y N E B A Y

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

N S

S T

O S

T A

V-02

M A

T C

H L

E S

T A

E E D

R A

G V -0

INLET

STORM

20' 40'0

SEAWALL

EXIST FDOT

I-1

V -0

SCALE: NTS

KEY MAP

EXISTING CONDITIONS STA 1+40 TO STA 5+00

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

GENERAL SHEET NOTES

INLET

STORM

POLE

LIGHT

BUS STOP

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-03

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-5 -5

-5

-4

-4 -4 -4 -4 -4

-3 .5

5b o t

-3 .3

4b o t

-3 .3

-3 -3

-3

-3-3-3

-3 -2 .6

3b o t

-2 .6

-2 .4

2b o t

-2 .4

-2-2-2-2-2-2-1 -1 -1 -1 -1 -1

C-03C-03

CONCRETE

LIGHT POLE

WITH SWITCH

PANEL

1.3' CONCRETE SEAWALL CAP

12 13 14 15 16 17 18 19 20 21

BAY BOTTOM

ELEV=-2.92'

BAY BOTTOM

ELEV=-2.83'

BAY BOTTOM

ELEV=-2.99' BAY BOTTOM

ELEV=-2.35'

BAY BOTTOM

ELEV=-2.57' BAY BOTTOM

ELEV=-2.79'

BAY BOTTOM

ELEV=-2.59'

BAY BOTTOM

ELEV=-2.62'

CONCRETE

LIGHT POLE

WITH SWITCH

PANEL

1.3' CONCRETE SEAWALL CAP

12 13 14 15 16 17 18 19 20 21

BAY BOTTOM

ELEV=-2.92'

BAY BOTTOM

ELEV=-2.83'

BAY BOTTOM

ELEV=-2.99' BAY BOTTOM

ELEV=-2.35'

BAY BOTTOM

ELEV=-2.57' BAY BOTTOM

ELEV=-2.79'

BAY BOTTOM

ELEV=-2.59'

BAY BOTTOM

ELEV=-2.62'

0 0 0 0 0 0 0 0 0 1111111111112 2 2 2 2 2 2 2 2 2 2 2

.7 s e a w a ll

.6 s e a w a ll

333333333333

9n g .0

7a p

8a p .5

1a p .7

9a p .8

0a p

6a p

4 4 4 4 4 4 4

444444444

7e p .2

8n g .3

EXIST SEAWALL

EDGE OF

M A

T C

H L

E S

T A

E E D

R A

G V

-0

M A

T C

H L I N

E S

T A

E E D

R A

G V

- 0

B I S C A Y N E B A Y

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

N S

S T

O S

T A

V-03

INLET

STORM

INLET

STORM

SCALE: NTS

KEY MAP

V -0

EXISTING CONDITIONS STA 5+00 TO STA 8+60

GENERAL SHEET NOTES

CONCRETE

LIGHT POLE

WITH SWITCH

PANEL

CONCRETE

LIGHT POLE

WITH SWITCH

PANEL

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL OFFSITE.

AMOUNT OF CONSTRUCTION DEBRIS AND TRASH. THE

3. FROM STA 04+00 TO STA 13+00 THERE IS A NOTABLE

SEAWALL BETWEEN STA 4+00 TO STA 12+00.

2. LIGHT POLES ARE PRESENT EVERY 110’ TO 120’ ALONG THE

POINTS.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-04

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6

-5

-5 -5 -5

-4

-4 -4 -4 -4 -4-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -1 P

1.8

CONCRETE LIGHT

POLE IN 2.5' Ø

CONCRETE BASE TYPICAL

PARKING AREA

A S P H A L T D R I V E

1.3' CONCRETE SEAWALL CAP 1.3' CONCRETE SEAWALL CAP 1.3' CONCRETE SEAWALL CAP

22 23

'''''' CLR.

2.66'

BAY BOTTOM

ELEV=-2.62'

BAY BOTTOM

ELEV=-3.91'

BAY BOTTOM

ELEV=-4.38'

BAY BOTTOM

ELEV=-4.81'

BAY BOTTOM

ELEV=-5.39'

BAY BOTTOM

ELEV=-5.46'

BAY BOTTOM

ELEV=-5.86'

48" RCP (OUTFALL

PIPE FROM EAST)

INV. ELEV=-3.60'

6" CURB

CONCRETE LIGHT

POLE IN 2.5' Ø

CONCRETE BASE TYPICAL

PARKING AREA

A S P H A L T D R I V E

1.3' CONCRETE SEAWALL CAP 1.3' CONCRETE SEAWALL CAP 1.3' CONCRETE SEAWALL CAP

22 23

BAY BOTTOM

ELEV=-2.62'

BAY BOTTOM

ELEV=-3.91'

BAY BOTTOM

ELEV=-4.38'

BAY BOTTOM

ELEV=-4.81'

BAY BOTTOM

ELEV=-5.39'

BAY BOTTOM

ELEV=-5.46'

BAY BOTTOM

ELEV=-5.86'

48" RCP (OUTFALL

PIPE FROM EAST)

INV. ELEV=-3.60'

0 0 0 0 0 0 0 0 011

11111111

C-04

2 2 2 2 2 2

222 2 2 2 2 2 2

33333 3333333

4 4

4444444

EXIST SEAWALL

EDGE OF

M A

T C

H L

E S

T A

E E D

R A

W I N

G V

-0

M A

T C

H L

E S

T A

E E D

R A

G V

-0

SHEET KEYNOTES

B I S C A Y N E B A Y

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-04

INLET

STORM

INLET

STORM INLET

STORM

SCALE: NTS

KEY MAP

V -0

EXISTING CONDITIONS STA 8+60 TO STA 12+00

S T

O S

T A

GENERAL SHEET NOTES

CONCRETE LIGHT

POLE IN 2.5' Ø

CONCRETE BASE TYPICAL

LIGHT POLE

BUS STOP

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL OFFSITE.

AMOUNT OF CONSTRUCTION DEBRIS AND TRASH. THE

3. FROM STA 04+00 TO STA 13+00 THERE IS A NOTABLE

SEAWALL BETWEEN STA 4+00 TO STA 12+00.

2. LIGHT POLES ARE PRESENT EVERY 110’ TO 120’ ALONG THE

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

(I.E. BETWEEN STA 11+20 AND STA 12+40).

REPAIRED PORTION OF THE EXISTING SEAWALL

OPERATING CONSTRUCTION EQUIPMENT NEAR THE

STA 11+20 TO STA 12+40. EXERCISE CAUTION WHEN

LOCATION OF RECENT SEAWALL FAILURE REPAIR AT

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-05

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-4 .8

5b o t

-4 .3

4b o t

-4 .3

-3 .9

3b o t

-3 .9

-3 .7

2b o t

-3 .7

.9 s e a w a ll

7e p .6

6a p .7

9n g .7

9a p

5e p

8b o c

2a p .1

1a p .2

0a p .2

3e p .2

7a p

8a p .5

4b o c

-6

-6 -6

-6

-5

-4 .8

5b o t

-4 .3

4b o t

-4 .3

-3 .9

3b o t

-3 .9

-4 -4 -4

-4

-3 .7

2b o t

-3 .7

-3-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -1

6" C

URB

O N E

CURB

G R A S S

A S P H A L T P A V E M E N T

1.3' CONCRETE SEAWALL CAP

25 26 27 28 29 30 31

BAY BOTTOM

ELEV=-5.64'

BAY BOTTOM

ELEV=-5.00'

BAY BOTTOM

ELEV=-4.23'

BAY BOTTOM

ELEV=-3.76'

BAY BOTTOM

ELEV=-3.76'

BAY BOTTOM

ELEV=-3.82'

BAY BOTTOM

ELEV=-4.15'

BAY BOTTOM

ELEV=-4.35'

6" CURB

G R A S S

A S P H A L T P A V E M E N T

1.3' CONCRETE SEAWALL CAP

25 26 27 28 29 30 31

BAY BOTTOM

ELEV=-5.64'

BAY BOTTOM

ELEV=-5.00'

BAY BOTTOM

ELEV=-4.23'

BAY BOTTOM

ELEV=-3.76'

BAY BOTTOM

ELEV=-3.76'

BAY BOTTOM

ELEV=-3.82'

BAY BOTTOM

ELEV=-4.15'

BAY BOTTOM

ELEV=-4.35'

6" CURB

A R

M G

B O

M E

T A L

6" C

URB

M E

T A L

6" C

URB

O N E

CURB

0 0 0 0 0 0 0 0 0111111111111

.9 s e a w a ll

2 2 2 2 2 2 2 2 2 2 2 2

C-05C-05

6a p

7e p .7

9n g .7

9a p

5e p .0

8b o c

333333333333

2a p

3e p

7a p

8a p .5

4b o c

4444444444

5 5 5 5 5 5

666666

7 7

M A

T C

H L I N

E S

T A

E E D

R A

W I N

G V

-0

M A

T C

H L

E S

T A

E E D

R A

G V

-0

EXIST SEAWALL

EDGE OF

SHEET KEYNOTES

B I S C A Y N E B A Y

BAY BOTTOM

ELEV=-5.64'

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-05

V -0

SCALE: NTS

KEY MAP

EXISTING CONDITIONS STA 12+00 TO STA 15+60

S T

O S

T A

GENERAL SHEET NOTES

1.6

31.9

STORM INLET

(I.E. BETWEEN STA 11+20 AND STA 12+40).

REPAIRED PORTION OF THE EXISTING SEAWALL

OPERATING CONSTRUCTION EQUIPMENT NEAR THE

STA 11+20 TO STA 12+40. EXERCISE CAUTION WHEN

LOCATION OF RECENT SEAWALL FAILURE REPAIR AT

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL OFFSITE.

AMOUNT OF CONSTRUCTION DEBRIS AND TRASH. THE

3. FROM STA 04+00 TO STA 13+00 THERE IS A NOTABLE

SEAWALL BETWEEN STA 4+00 TO STA 12+00.

2. LIGHT POLES ARE PRESENT EVERY 110’ TO 120’ ALONG THE

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

JUST TO THE SOUTH OF THIS UNISTRUT RACK.

THERE ARE SOME ABOVE GROUND IRRIGATION VALVES

THE EAST OF THE PARKING AREA ACCESS GATES. ALSO,

GRASS MEDIAN ALONG THE EXISTING SEAWALL JUST TO

(i.e. MOUNTED ON A UNISTRUT RACK) CENTERED IN THE

THERE IS AN ABOVE GROUND ELECTRICAL CONTROL BOX

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-06

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6 -6

-5 -5

-5

-5 -4

-4 -4

-4 -3 -3

-3 -3

-2 -2

-2 -2-2-1 -1

-1 -1

-1

ASPHALT PARKING

6" CURB

HEDGE HEDGE HEDGE

PARKING AREA

A S P H A L T D R I V E

G R A S S

6" CURB

23.4'± A S P H A L T P A V E M E N T

G R A S S

A S P H A L T P A V E M E N T

1.3' CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.35'

BAY BOTTOM

ELEV=-4.50'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-4.33'

BAY BOTTOM

ELEV=-4.32' BAY BOTTOM

ELEV=-4.58'

ASPHALT PARKING

6" CURB

HEDGE HEDGE HEDGE

PARKING AREA

A S P H A L T D R I V E

G R A S S

6" CURB

23.4'± A S P H A L T P A V E M E N T

G R A S S

A S P H A L T P A V E M E N T

1.3' CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.35'

BAY BOTTOM

ELEV=-4.50'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-4.33'

BAY BOTTOM

ELEV=-4.32' BAY BOTTOM

ELEV=-4.58'

11111

2 2 2 2 2 2 2

2 2 2

3333333

C-06C-06

44444444

5 5 5 5 5 5

666666666

7 7 7 7 7

7 7

M A

T C

H L

E S

T A

E E D

R A

G C

-0

M A

T C

H L

E S

T A

E E D

R A

G V

-0

B I S C A Y N E B A Y

EXIST SEAWALL

EDGE OF

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-06

SCALE: NTS

KEY MAP

V -0

EXISTING CONDITIONS STA 15+60 TO STA 18+80

S T

O S

T A

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

GENERAL SHEET NOTES

.2 11.

-5.84 b o t

-5.18 b o t

-5.18

-4.59 b o t

-4.59

-4.52 b o t

-4.52

2.22

1111seaw all

2.22

2.23

1112seaw all

2.23

2.33 n g

2.33

2.46 ep

2.46

2.53 ap

2.53

2.64 ap

2.84 ap

2.84

2.92

1109b o c

2.92

3.10 ap

3.10

3.12 ap

3.12

3.14 ap

3.14 ep

3.14

3.23 n g

3.23

3.24 ap

3.24 ep

3.24

3.84

1105b o c

3.84

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-07

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6 -6 -6 -6 -6 -6

-5.84 b o t

-5.18 b o t

-5.18

-5 -5

-5

-4.52 b o t

-4.59 b o t

-4.52

-4.59

-4 -4 -4 -4 -4 -4 -3-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -1

A S P H A L T D R I V E

PARKING AREA

A S P H A L T D R I V E

G R A S S

G R A S SG R A S S

6" CURB

SIG

M O

U N T

SIN

6" CURB

23.4'± A S P H A L T P A V E M E N T 23.4'± A S P H A L T P A V E M E N T

6" CURB

G R A S S G R A S S

40 41

1.3' CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.54'

BAY BOTTOM

ELEV=-4.61'

BAY BOTTOM

ELEV=-4.38'

BAY BOTTOM

ELEV=-4.29'

BAY BOTTOM

ELEV=-4.39'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-3.75'

36" RCP (OUTFALL

PIPE FROM EAST)

INV. ELEV=-4.16'

A S P H A L T D R I V E

PARKING AREA

A S P H A L T D R I V E

G R A S S

G R A S SG R A S S

6" CURB

SIG

M O

U N T

SIN

6" CURB

23.4'± A S P H A L T P A V E M E N T 23.4'± A S P H A L T P A V E M E N T

6" CURB

G R A S S G R A S S

40 41

1.3' CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.54'

BAY BOTTOM

ELEV=-4.61'

BAY BOTTOM

ELEV=-4.38'

BAY BOTTOM

ELEV=-4.29'

BAY BOTTOM

ELEV=-4.39'

BAY BOTTOM

ELEV=-4.40'

BAY BOTTOM

ELEV=-3.75'

36" RCP (OUTFALL

PIPE FROM EAST)

INV. ELEV=-4.16'

0 0 0 0 0 0 0 0 0111111111111

2 2 2 2 2 2 2 2 2 2 22 2 2 2.22

1111seaw all

2.23

1112seaw all

2.22

2.23

2.46 ep

2.33 n g

2.46

2.33

2.64 ap

2.53 ap

2.53

2.84 ap

2.92

1109b o c

2.84

2.92

33333333333

C-07

3.12 ap

3.10 ap

3.14 ap

3.24 ap

3.14 ep

3.23 n g

3.24 ep

3.12

3.10

3.14

3.24

3.14

3.23

3.24

C-07

3.84

1105b o c

3.84

444444444444

5 5 5 5

666666

M A

T C

H L I N

E S

T A

E E D

R A

W I N

G V

- 0

M A

T C

H L

E S

T A

E E D

R A

G V

-0 6 B I S C A Y N E B A Y

EXIST SEAWALL

EDGE OF

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-07

SCALE: NTS

KEY MAP

V -0

EXISTING CONDITIONS STA 18+80 TO STA 22+40

S T

O S

T A

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

GENERAL SHEET NOTES

42.

62.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-08

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6 -6

-6 -6 -6 -6

-5.30 b o t

-5 -5

-5

-4.58 b o t

-4.58

-4.08 b o t

-4.02 b o t

-4.08

-4.02

-4

-4 -4

-4 -4 -4 -4 -4

-4

-3-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -1

3.02

3.97

4.28

4.99

6.57

9 4 .7

6.72

3.88

7 3 .0

3.5

3.47

4.1

5.55

3.89

5.4

5.6

6.02

4.30D

W V

6.7

D 3 .6

SIG

M O

U N T

SIN

GEN

ERATO

FFIC

E/ P

B U

ILD

STO

R Y

C O

N C R

ETE

103.72'

32.11'

31.76'

24.69'

1.20'

15.37'

2.97'

15.26'

2.99'

15.35'

2.94'

15.34'

3.05'

2.12

2.14

A=22.27'

8.95'

'Ø

L U

M N

(T Y P

W A L KW A L K

G R A S S

S 6"

C U R B

A N

E R

C O

N C R

ETE

D R

IVE

6" CURB

7.25'x8.21'

CRETE

SLAB

P L

A N

T E

P L A

N T E

2'Ø COLUMN

(TYP.)

3.63

4.73

17.03'

12.57'

LAN

TER

LLIVAN

IVE

TEP

G R A S S G R A S S

G R A S S

E M

SIG

6" CURB

62 63

CONCRETE SEAWALL CAP CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.20'

BAY BOTTOM

ELEV=-4.09'

BAY BOTTOM

ELEV=-3.72'

BAY BOTTOM

ELEV=-3.57' BAY BOTTOM

ELEV=-3.97' BAY BOTTOM

ELEV=-3.67'

BAY BOTTOM

ELEV=-2.44'

R O

R H

E A

E E

W V

SIG

M O

U N T

SIN

GEN

ERATO

FFIC

E/ P

B U

ILD

STO

R Y

C O

N C R

ETE

103.72'

32.11'

31.76'

24.69'

1.20'

15.37'

2.97'

15.26'

2.99'

15.35'

2.94'

15.34'

3.05'

2.12

2.14

A=22.27'

8.95'

'Ø

L U

M N

(T Y P

W A L KW A L K

S 6"

C U R B

A N

E R

C O

N C R

ETE

D R

IVE

6" CURB

7.25'x8.21'

CRETE

SLAB

P L

A N

T E

P L A

N T E

2'Ø COLUMN

(TYP.)

S .9

17.03'

12.57'

LAN

TER

LLIVAN

IVE

TEP

G R A S S G R A S S

G R A S S

E M

SIG

6" CURB

62 63

CONCRETE SEAWALL CAP CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-4.20'

BAY BOTTOM

ELEV=-4.09'

BAY BOTTOM

ELEV=-3.72'

BAY BOTTOM

ELEV=-3.57' BAY BOTTOM

ELEV=-3.97' BAY BOTTOM

ELEV=-3.67'

BAY BOTTOM

ELEV=-2.44'

R O

R H

E A

0 0 0 0 0 0 0 0 0111111111111 2 2 2 2 2 2 2 2 2

2 2

2 2 2

2 2 2 2 2.44

1091seaw all

2.46

1092seaw all

2.44

2.46

3333333333333

C-08C-08

3.69n g

3.62 n g

3.69

3.62

44444444444

4.25 n g

4.08 n g

4.27 n g

4.25

4.27

4.63 sw

4.82 sw

4.74 n g

4.71 sw

4.63

4.82

4.74

4.71

4.83 sw

4.83

5.20 c

5.27 c

5.25 c

5.20

5.27

5.25

5.66 n g

5.67

1082b o c

5.76

1086b o c

5.66

5.67

5.76

5.85 n g

5.85

M A

T C

H L I N

E S

T A

E E D

R A

W I N

G V

- 0

M A

T C

H L

E S

T A

E E D

R A

G V

-0

B I S C A Y N E B A Y

EXIST SEAWALL

EDGE OF

SHEET KEYNOTES

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-08

KEY MAP

V -0

EXISTING CONDITIONS STA 22+40 TO STA 26+00

(FOR REFERENCE ONLY)

(CIRCA 2007) AT STA 23+40 TO STA 24+65.

LOCATION OF NEWER SECTION OF SEAWALL

S T

O S

T A

POINTS.

GENERAL SHEET NOTES

T C

H L I N

E S

T A

E E D

R A

W I N

G V

- 1

M A

T C

H L

E S

T A

E E D

R A

G V

-0

B I S C A Y N E B A Y

EXIST SEAWALL

EDGE OF

H O

H E

P A

R D

M P

T I

H O

A Y 4

-M

S S

R -V

F .D

G N

S U

R V

E Y

E X

G C

O N

V-09

SCALE: NTS

KEY MAP

V -0

EXISTING CONDITIONS STA 26+00 TO STA 29+40

S T

O S

T A

POINTS.

1. REFER TO SHEET G-03 FOR SURVEY NOTES AND CONTROL

GENERAL SHEET NOTES

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-09

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6 -6

-6

-5

-5 -5

-5

-4.82 bot

-4.23 bot

-4.23

-3.91 bot

-4

-4 -4 -4

-3.27 bot

-3.12 bot

-3.27

-3.12

-3.02 bot

-3.02

-3 -3

-3

-2.79 bot

-2.79

-2 -2

-2 -2-2

-2

-1.65 bot

-1.65

-0.81bot

-0.81

-1 -1 -1

2 WV

1.93

2.1

3.59

1 2 .2

3.2

2.93

1 2 .5

2.92

2.3

62.4

3.2

W V

2.89

2.25

2.1

9 2 .3

2.3

2.7

W V

7 3 .8

GRASS

ED SULLIVAN DRIVE NORTH

G R A S S

6" CURB

G R A S S

PARKING AREA

A S P H A L T D R I V E

W A L K

6" CURB

4.03

4.10

4.08

4.10

4.16

9.07 3.92

3.92

3.95

3.96

4.07

4.10

4.08 4.09

4.03

3.55

3.75

3.91

3.66

G P

G R A S S

CONCRETE

PULL BOX

WITH METAL

LID

W A L K

A R

S P

A C E S

G R A S S

69 70

81CONCRETE SEAWALL CAP

CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-2.86'

BAY BOTTOM

ELEV=-2.15' BAY BOTTOM

ELEV=-1.10'

BAY BOTTOM

ELEV=-0.05' BAY BOTTOM

ELEV=0.43'

BAY BOTTOM

ELEV=-0.02'

BAY BOTTOM

ELEV=-2.10'

GUARD RAIL

0.85' CONCRETE WALL ON

TOP OF SEAWALL CAP

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

W V

GRASS

ED SULLIVAN DRIVE NORTH

G R A S S

6" CURB

G R A S S

PARKING AREA

A S P H A L T D R I V E

W A L K

6" CURB

G P

G R A S S

CONCRETE

PULL BOX

WITH METAL

LID

W A L K

A R

S P

A C E S

G R A S S

69 70

81CONCRETE SEAWALL CAP

CONCRETE SEAWALL CAP

BAY BOTTOM

ELEV=-2.86'

BAY BOTTOM

ELEV=-2.15' BAY BOTTOM

ELEV=-1.10'

BAY BOTTOM

ELEV=-0.05' BAY BOTTOM

ELEV=0.43'

BAY BOTTOM

ELEV=-0.02'

BAY BOTTOM

ELEV=-2.10'

GUARD RAIL

0.85' CONCRETE WALL ON

TOP OF SEAWALL CAP

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

TOP OF WALL

ELEV.

0 0 0 0 0 0 0 0 11111111111

2 2

2 22

2 2 2 2 2 2 2

2 2 2

2 2

2.20 ap

2.20

1070seaw all

2.20

2.28ap

2.52

1071seaw all

2.28

2.52 3 3 3 3 3 3 3 3 3

33333333

3.69 ng

3.69

C-09 seaw all seaw all

4.05

C-09

4.09 og 4.08 ng

4.20 ng

4.25 ng

4.31 sw

4.18 sw

4.19

4.06

4.13

4.09 4.08

4.20

4.25

4.31

4.18

4.19

4.06

4.13

4.35

4.36

4.35

4.36

5.52

5.55

5.41

5.52

5.55

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Mount Sinai Seawall Repair\080 - Plans\03 Survey Mapping\V-10

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P T

E M

B E

M I-

D A

D E C

O U

N T

Y F

L O

A M

O U

N T S

A I S

E A

W A

L L R

E P

L A

C E

M E

N T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

M O

U N

T S

A I

M E

A L C

E N

T E

W E

P -1

-R

-6.05 bot

-6

-4.94 bot

-4.94

-5

-4

-3.82 bot

-3.82

-3.33 bot

-3.33

-3

-2.84 bot

-2.84

-2

-1.65 bot

-1.65

-0.81 bot

-0.81

-1

2.81

3.00

2.5

2.7

3.05

2.9

3.0

2.9

2.89

2.71

2.43

G P

1.76 1.81

3.17

2.95

2.62

2.28

2.26 2.01

2.30

2.34 3.86

3.86

3.87

3.90

2.19

2.42

2.24

2.06

2.27

61.81

1.82

2.25

2.23

2.10

2.16

2.17

2.06

1.65

0.67

0.59 0.61

1.00

2.60

2.53

2.54

2.69

2.72

2.29

2.77

2.91

3.0

2.51

3.0

2.91

2.92

2.78

2.82

2.8

2.68

2.41

2.72

2.65

2.56

2.59

6" CURB

METAL

GATE

M E

T E

6" CURB

GUARD RAIL

6" CURB

ED SULLIVAN DRIVE NORTH

ED S

ULLIV

AN DRIVE NORTH

ARM

0.65 CONCRETE WALL

G R A S S

CONCRETE

CURB

GATE ARMBOX

PARKING AREA

A S P H A L T D R I V E

PARKING AREA

A S P H A L T D R I V E

PARKING AREAA S P H A L T D R I V E

PARKING AREA

A S P H A L

T D R

I V E

G R A S

GUARD RAIL

VEGETATION LINE

BAY B

OTTOM

ELEV=

-3.4

BAY B

OTTOM

ELEV=

-2.1

BAY B

OTTOM

ELEV=

-2.2

BAY BOTTOMELEV=-2.66'

BAY BOTTOMELEV=-2.62'

2'X2' COLUMN

G P

6" CURB

METAL

GATE

M E

T E

6" CURB

GUARD RAIL

6" CURB

ED SULLIVAN DRIVE NORTH

ED S

ULLIV

AN DRIVE NORTH

ARM

0.65 CONCRETE WALL

G R A S S

CONCRETE

CURB

GATE ARMBOX

PARKING AREA

A S P H A L T D R I V E

PARKING AREA

A S P H A L T D R I V E

PARKING AREAA S P H A L T D R I V E

PARKING AREA

A S P H A L

T D R

I V E

G R A S

GUARD RAIL

VEGETATION LINE

BAY B

OTTOM

ELEV=

-3.4

BAY B

OTTOM

ELEV=

-2.1

BAY B

OTTOM

ELEV=

-2.2

BAY BOTTOMELEV=-2.66'

BAY BOTTOMELEV=-2.62'

2'X2' COLUMN

1.34 seawall

1.34

1.50 ng

1.53 seawall

1.50

1.53

1.76 seawall

1.76

2.20 ap

2.15 ap

2.03 ap

2.15

2.03

C-10

2.30 ap

2.31 ap

2.37 ap

2.28 ap

2.51 ap

2.46 ap

2.36 ap

2.28 ap

2.30

2.31

2.37

2.28

2.46

2.36

2.28

C-10

2.57 ap

2.64 ap

2.68 ap

2.62 ap

2.57

2.64

2.68

2.62

2.88 ap

2.95 ap

2.94 ap

2.93 ap

2.85 ep

2.79 ap

3.02 ng

3.03 ng

2.88

2.95

2.94

2.93

2.85

2.79

3.02

3.03

3.05 ng

3.10 ng

3.16 ng

3.05 ng

3.11 ng

3.05

3.10

3.16

3.05

3.11

3.48 ng

3.39 ng

3.51 ng

3.42 ng

3.48

3.39

3.51

3.42

3.59 ng

3.56 ng

3.59

3.56

3.89 seawall

3.94 seawall

3.89

3.94

EXIST SEAWALL

EDGE OF

BAY BOTTOMELEV=-2.62'

H O

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R -V

F .D

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G C

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V-10

KEY MAP

V-

EXISTING CONDITIONS STA 29+40 TO STA 32+25.14

M A

T C

H L

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T A

- S

E E D

R A

G V

-0

S T

O S

T A

GENERAL SHEET NOTES

THE SEAWALL.

WITHIN 30 DAYS OF COMPLETING AN ADJACENT SEGMENT OF

SITE IN GENERAL) CAUSED BY SEAWALL CONSTRUCTION

ASPHALT PARKING AREAS, TO SERVICE ROADS, AND TO THE

6. THE CONTRACTOR SHALL REPAIR DAMAGE (e.g. TO

STA 32+25.

ADJACENT ASPHALT SERVICE ROAD BETWEEN STA 28+00 TO

TO THE POOR CONDITION OF THE EXISTING SEAWALL AND

5. ALL PROJECT BIDDERS SHOULD PAY SPECIAL ATTENTION

REMOVE AND DISPOSE OF ALL OFFSITE.

OF CONSTRUCTION DEBRIS. THE CONTRACTOR SHALL

4. FROM STA 28+00 TO 32+25 THERE IS A NOTABLE AMOUNT

PILES SHALL BE REPAIRED/RESTORED.

DAMAGED ASSOCIATED WITH THIS INSTALLATION OF SHEET

CAUTION TO AVOID CARELESS DAMAGE. ADDITIONALLY ANY

FROM STA 31+90 TO STA 32+25) WILL BE DONE WITH DUE

ALONG THE PRIVATE PROPERTY OWNER’S MASONRY FENCE

3. DRIVING OF THE REQUIRED LANDWARD SHEET PILES (I.E.

NEAR THIS PORTION OF THE EXISTING SEAWALL.

CAUTION WHEN OPERATING CONSTRUCTION EQUIPMENT

SERVICE ROAD AND THE GUARD RAILING BEHIND. EXERCISE

BADLY DETERIORATED AS WELL AS THE EXISTING ASPHALT

2. FROM STA 28+00 TO 32+25 THE EXISTING SEAWALL IS

POINTS.

-4

-3

-2

-1

SEAWALL

EXIST. FDOT

NOTE 1

SEE GENERAL SHEET

SEAWALL ALIGNMENT

SEAWALL

EDGE OF EXIST.

I-195 NB

I-195 SB

SITE PLAN STA 0+00 TO STA 1+40

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SCALE: NTS

KEY MAP

C-01

20' 40'0

GENERAL DISCIPLINE NOTES

EXISTING FDOT SEAWALL.

14. BEGIN SEAWALL APPROXIMATELY ONE FOOT FROM

DISTURBED AREAS.

13. CONTRACTOR SHALL REPLACE TOPSOIL AND SOD IN ALL

PARKING CURBS STATION 4+00 TO STATION 32+25.

SEAWALL LANDWARD UP TO THE EDGE OF ROADWAY OR

12. SELECTIVE CLEAR AND GRUB FROM EXISTING MSMC

CONTROL MEASURE

OFFSITE. CONTRACTOR TO PROVIDE TEMPORARY EROSION

SHALL REMOVE AND DISPOSE OF ALL SPOIL AND DEBRIS

SEAWALL BETWEEN STA 0+00 AND STA 4+00. CONTRACTOR

REMOVE THE CHAIN LINK FENCE ALONG THE EXISTING

EARTHEN PLUG (I.E. “DETAIL ONE” ON SHEET C-11) AS WELL AS

11. CLEAR AND GRUB STARTING AT THE WEST LIMIT OF THE

10. SEE SHEET C-13 FOR SEAWALL TYPICAL SECTIONS.

MANAGEMENT CONTRACTOR.

CONTRACTOR SHALL BE SERVICED BY A LICENSED SANITARY

DISPOSAL SYSTEMS", PORTABLE UNITS PROVIDED BY THE

WITH FAC 64E-6, "STANDARDS FOR ON SITE SEWAGE

FOR SEWAGE TREATMENT IF APPLICABLE IN ACCORDANCE

9. THE CONTRACTOR FIELD OFFICE WILL REQUIRE PERMITS

EROSION AND SEDIMENT CONTROL DETAILS ON SHEET C-17.

DRAINAGE BASINS WITHIN THE CONSTRUCTION LIMITS, SEE

PRACTICE PROTECTION FOR EXISTING INLETS ON ALL

8. CONTRACTOR SHALL PROVIDE BEST MANAGEMENT

CONTRACTOR STAGING AREA.

AREA. SEE CIVIL SHEETS (E.G. C-02 AND C-03) FOR

V-10) FOR TREES AND VEGETATION IN THE CONSTRUCTION

7. SEE EXISTING CONDITIONS SHEETS (E.G. V-01 THROUGH

THE SEAWALL.

WITHIN 30 DAYS OF COMPLETING AN ADJACENT SEGMENT OF

SITE IN GENERAL) CAUSED BY SEAWALL CONSTRUCTION

ASPHALT PARKING AREAS, TO SERVICE ROADS, AND TO THE

6. THE CONTRACTOR SHALL REPAIR DAMAGE (e.g. TO

WATERWARD OF EXISTING SEAWALL.

FLORIDA FISH AND WILDLIFE. FOR CONSTRUCTION ACTIVITIES

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,

PERMITS INCLUDING, BUT NOT LIMITED TO, U.S. COAST GUARD,

5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

CONTRACTING OFFICER.

STOCKPILE AREAS ONLY, UNLESS APPROVED BY THE

MATERIALS TO BE DONE IN THE DESIGNATED STAGING AND

4. STAGING AND STOCKPILING OF EQUIPMENT AND

ENVIRONMENTAL PROTECTION PLAN SUBMITTAL.

FENCE AND TURBIDITY BARRIER AS PART OF THEIR

3. CONTRACTOR TO DETERMINE FINAL LOCATION OF SILT

APPROVED BY CONTRACTING OFFICER.

OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS UNLESS

2. CONSTRUCTION ACTIVITIES SHALL NOT TAKE PLACE

RESPECTIVELY.

PLACEMENT DETAILS REFER TO PLAN SHEETS G-03 AND S-05

OF THE "Z" PATTERN SHEET PILES. FOR ALIGNMENT AND

SOLDIER PILE SEAWALL AS MEASURED TO THE CENTERLINE

SEAWARD OF THE WET FACE OF THE EXISTING CONCRETE

1. INSTALL THE NEW PZC-26 SHEET PILES NOT MORE THAN 18"

7 8 9 10

-1

C-01

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US Army Corps

U .S

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X=936882.6

C-11

M A

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H L

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T A

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R A

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BISCAYNE BAY

Y=537934.9

X=936887.8

' O

F F S E T F

R O

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' O

F F S E T F

R O

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SILT FENCE

TURBIDITY BARRIER

CONSTRUCTION LIMITS

-3

-2

-1

0 111

2 2 2

4 4

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6 6

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SCALE: NTS

KEY MAP

C -0

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GENERAL SHEET NOTES

SITE PLAN STA 1+40 TO STA 5+00

S T

O S

T A

ALONG THE EXISTING SEAWALL BETWEEN STA 0+00 AND STA 4+00.

STA 32+25 AS WELL AS REMOVE THE EXISTING CHAIN LINK FENCE

EARTHEN PLUG (I.E. “DETAIL ONE”ON SHEET C-11) AND ENDING AT

CLEAR AND GRUB STARTING AT THE WEST LIMIT OF THE 4.

OFFICER.

IN-KIND VEGETATION APPROVED BY THE CONTRACTING

DISTURBED OR REMOVED DURING CONSTRUCTION WITH

3. CONTRACTOR SHALL REPLACE SOD AND TREES/SHRUBS

VEGETATION IN THE CONSTRUCTION AND STAGING AREAS.

2. SEE EXISTING CONDITION DRAWINGS FOR TREES AND

TO THE CONSTRUCTION FROM STA 4+00 TO STA 23+60.

ALL TREES THAT ARE THOUGHT TO CREATE AN OBSTRUCTION

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO TRIM BACK

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SEAWALL

EDGE OF

PROPERTY LINE

FENCE

6' CHAIN LINK

LIMITS OF CONSTRUCTION

TURBIDITY BARRIER

LIMITS OF CONSTRUCTION

SILT FENCE

(SEE NOTE 1)

VEGETATION LINE

(SEE NOTE 1 ON SHEET C-01)

SEAWALL ALIGNMENTLINK FENCE

EXIST. 6' CHAIN

SEAWALL

EXIST. FDOT

6" CURB

EXIST.

DRAINAGE BASIN

EXIST.

SEAWALL

EDGE OF EXIST.

LIMITS OF CONSTRUCTION

TURBIDITY BARRIER

M A

T C

H L I N

E S

T A

E E D

R A

W I N

G C

- 0

BISCAYNE BAY

I-195 NB

I-195 SB

S E E D

R A

G C -0

M A

T C

H L

E S

T A

Y=537840.9 X=937515.0

Y=537844.8 X=937278.7

(SEE NOTE 1)

VEGETATION

STAGING AREA = 1.3 ACRES

EXIST. PARKING LOT

S E E D

R A

G C -0

M A

T C

H L

E S

T A

MATCHLINE SEE INSET DRAWING C-02

F F S

E T F

R O

M C

F F S

E T F

R O

-5 -5

-5

-4

-4 -4 -4 -4 -4

-3 -3

-3

-3-3-3

-3

-2-2-2-2-2-2-1 -1 -1 -1 -1 -10 0 0 0 0 0 0 0 0 1111111111112 2 2 2 2 2 2 2 2 2 2 2

333333333333

4 4 4 4 4 4 4

444444444

SCALE: NTS

KEY MAP

C -0

M A

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H L I N

E S

T A

E E D

R A

W I N

G C

- 0

M A

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H L

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T A

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R A

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-0

BISCAYNE BAY

H O

C O

W D

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M P

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H O

A Y 4

-M

S S

R -C

S .D

G N

C-03

E P

L A

S T

O S

T A

Y=537991.5 X=937654.4

Y=538092.2 X=937543.2

STAGING AREA 1.3 ACRES

GENERAL SHEET NOTES

(SEE NOTE 1)

STAGING AREA = 1.3 ACRES

SITE PLAN STA 5+00 TO STA 8+60

ASPHALT PARKING LOT

EXISTING

SEAWALL BETWEEN STA 4+00 TO STA 12+00.

3. LIGHT POLES ARE PRESENT EVERY 110' TO 120' ALONG THE

VEGETATION IN THE CONSTRUCTION AND STAGING AREAS.

2. SEE EXISTING CONDITION DRAWINGS FOR TREES AND

CONTRACTING OFFICER AND SURROUNDED BY SILT FENCE.

BOUNDARY. LOCATION SHALL BE APPROVED BY

1. STAGING AREA SHALL BE LOCATED WITHIN THE PROJECT

S O

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SEAWALL

EDGE OF

LIMITS OF CONSTRUCTION

TURBIDITY BARRIER

LIMITS OF CONSTRUCTION

CONTRACTORS FIELD OFFICE

PROPOSED LOCATION FOR

FIELD OFFICE

CONTRACTING OFFICERS

PROPOSED LOCATION FOR

BASIN

DRAINAGE

EXIST.

BASIN

EXIST. DRAINAGE

LIGHT POLE

CONCRETE

EXIST.

SEAWALL

EDGE OF EXIST.

LIGHT POLE

CONCRETE

EXIST.

LIGHT POLE

CONCRETE

EXIST.

F F S

E T F

R O

M C

L O

F F S

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R O

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SILT FENCE

-6

-5

-5 -5 -5

-4

-4 -4 -4 -4 -4-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -10 0 0 0 0 0 0 0 011

111111112 2 2 2 2 2

222 2 2 2 2 2 2

33333 3333333

4 4

4444444

M A

T C

H L

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T A

E E D

R A

G C

-0

BISCAYNE BAY

M A

T C

H L I N

E S

T A

E E D

R A

G C

-0

S-03

PARKING LOT

EXISTING

SEE NOTE 2

BASIN

DRAINAGE

EXIST.

LIGHT POLE

CONCRETE

EXIST.

EXIST. DRAINAGE BASIN

LIGHT POLE

CONCRETE

EXIST.

SCALE: NTS

KEY MAP

C -0

H O

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S .D

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GENERAL SHEET NOTES

SITE PLAN STA 8+60 TO STA 12+00

S T

O S

T A

SEAWALL BETWEEN STA 4+00 TO STA 12+00.

3. LIGHT POLES ARE PRESENT EVERY 110' TO 120' ALONG THE

75% OF THE DESIGN COMPRESSIVE STRENGTH.

REMOVE COFFERDAM ONCE THE CONCRETE HAS REACHED

COFFERDAM FOR THE INSTALLATION OF THE C.I.P. HEADWALL.

2. CONTRACTOR SHALL DESIGN THE TEMPORARY

S-03.

WITH SCHEDULE 20 STEEL PIPE, SEE SECTION A ON SHEET

EXISTING 48" DIAMETER RCP STORMWATER OUTFALL PIPE

STORMWATER OUTFALL PIPE THROUGH SEAWALL. SLEEVE

CONCRETE HEADWALLS IN FRONT OF EXISTING 48"

1. CONSTRUCT 8 FT CAST-IN-PLACE, SHEET PILE ANCHORED

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SEAWALL

EDGE OF EXIST

SEAWALL

EDGE OF

TURBIDITY BARRIERCONSTRUCTION LIMITS

CONSTRUCTION LIMITS

(SEE NOTE 1 ON SHEET C-01)

SEAWALL ALIGNMENT

(SEE NOTE 1)

EAST) INV. EL. = -3.60

(OUTFALL PIPE FROM

EXIST. 48" RCP

6" CURB

EXIST.

F F S

E T F

R O

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L O

F F S

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R O

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SILT FENCE

BASIN

DRAINAGE

EXIST.

-6

-6 -6

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-5

-4 -4 -4

-4

-4 -3-3-3-3-3-3 -2-2-2-2-2-2-1 -1 -1 -1 -1 -10 0 0 0 0 0 0 0 0111111111111

2 2 2 2 2 2 2 2 2 2 2 2

333333333333

4444444444

5 5 5 5 5 5

666666

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M A

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BISCAYNE BAY

PARKING LOT

EXISTING

EXIST. PARKING LOT

SCALE: NTS

KEY MAP

C -0

GRASS

O N E

H O

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SITE PLAN STA 12+00 TO STA 15+60

S T

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T A

ASPHALT PAVEMENT

EXIST.

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A I

M E

A L C

E N

T E

W E

P -1

-R

SEAWALL

EDGE OF EXIST.

SEAWALL

EDGE OF

LIMITS OF CONSTRUCTION

TURBIDITY BARRIER

LIMITS OF CONSTRUCTION

SILT FENCE

(SEE NOTE 1 ON SHEET C-01)

SEAWALL ALIGNMENT

EXIST. 6" CURB

EXIST. CONC. LIGHT POLE

6" CURB

EXIST.

ARM AND BOX

EXIST GATE

EXIST. 6" CURB

EXIST. METAL SIGN

BASIN

EXIST. DRAINAGE

-6 -6

-5 -5

-5

-5 -4

-4 -4

-4 -3 -3

-3 -3

-2 -2

-2 -2-2-1 -1

-1 -1

-1

11111

2 2 2 2 2 2

2 2 2

333333

4444444 5 5 5 5 5

66666666

7 7 7 7 7

SEAWALL

EDGE OF

(SEE NOTE 1 ON SHEET C-01)

SEAWALL ALIGNMENT

BISCAYNE BAY

EXISTING PARKING LOT

LIGHT POLE

EXIST. CONC.

SCALE: NTS

KEY MAP

C -0

M A

T C

H L

E S

T A

E E D

R A

G C

-0

GRASS

HEDGE HEDGE HEDGE

GRASS

H O

C O

W D

R E

M P

T I

H O

A Y 4

-M

S S

R -C

S .

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