GIWW-Venice_Inlet-Full_Set_20190410.pdf

PDF 14 MB Posted Apr 26, 2019

Attached to: Maintenance Dredging, 9-Foot Project, Gulf Intracoastal Waterway (GIWW), Vicinity of Venice Inlet, Sarasota County, FL
Solicitation number: W912EP19B0013
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
Bid_Abstract_-GIWW_Venice_Inlet_FINAL.pdf	PDF	May 30, 2019
W912EP19B00130002.pdf	PDF	May 16, 2019
W912EP19B0013_0001.pdf	PDF	May 1, 2019
18-145_Venice_Beach_survey.zip	ZIP file	Apr 26, 2019
18-064_GIWW_Survey.zip	ZIP file	Apr 26, 2019
W912EP19B0013_GIWW_Venice_Inlet_RTA_Specs_V2.pdf	PDF	Apr 26, 2019
18-065_Venice_Inlet_Survey.zip	ZIP file	Apr 26, 2019
W912EP19B0013_GIWW_Venice_Inlet_RTA_Specs_V1.pdf	PDF	Apr 26, 2019

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L of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

S T A T E O F F L O R I D A

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

G-05

SHEET TITLESHEET ID

MAINTENANCE DREDGING, 9-FOOT PROJECT

GULF INTRACOASTAL WATERWAY

VICINITY OF VENICE INLET

SARASOTA COUNTY, FLORIDA

S A R A S O T A C O U N T Y

GULF OF MEXICO

V E N I C

E I N L E T

G U L F

I N T R A C O A S T

T E R W A Y

VENICE

CITY

-G

I0 c o v e r.

d g n

C O

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N D S

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E T I

N D

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ABBREVIATIONS, SYMBOLS AND SURVEY NOTES

P R O J E C T L

I M I T

G-06

CONTROL DATA - VENICE INLET

CONTROL DATA - GULF INTRACOASTAL WATERWAY

DREDGING PLAN - VENICE INLET

DREDGING PLAN - VENICE INLET AND GIWW

DREDGING - CROSS SECTIONS

G-07

DREDGING PLAN - GIWW

C-07

C-08

BEACH ACCESS

CONTROL DATA - PLACEMENT AREA BEACH

PLACEMENT AREA - CROSS SECTIONS BEACH

STAGING AREA

W912EP19B0013

PLACEMENT AREA

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

DETAIL BOUNDRY

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

49.5

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

GRAPHIC SCALE

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

IWW

INV

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMMA

CHN.

CBL

BLVD

ARC

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SURVEY NOTES

G-02

G E

N E

R A

FILL SLOPE SYMBOL

WITH NOTATION

EXISTING CONTOUR LINE

HARDBOTTOM

ARTIFICIAL HARDBOTTOM

LEGEND

SURVEY NOTES - VENICE INLET:

-G

I0 a b b re v s y m b .d g n

A B

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SURVEY NOTES

SURVEY NOTES - GIWW:

SURVEY NOTES - VENICE BEACH:

SURVEY NOTES

CONVERSIONS

DATUM

FOR BEACH PLACEMENT ONLY

MLLW---------------

1.49'

NAVD88------------

+0.26'

MHW---------------

MANGROVE HABITAT

OYSTER BED

PIPELINE ROUTE

ENVIRONMENTAL SERVICES, INC.

SEAGRASS AND OYSTER SURVEYS DATED 2018 AND MAPPED BY GRB 9.

PORTAL.

FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) GEOSPATIAL

MANGROVE SURVEY DATED 2016 AND SOURCED FROM SOUTHWEST 8.

PLANNING & ENGINEERING, INC.

HARDBOTTOM SURVEY PERFORMED IN 1992 AND MAPPED BY COASTAL 7.

SHOWN ON THIS SHEET.

OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET 6.

EXTENT APPLICABLE.

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE

THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE 5.

MEASUREMENTS (DATED 2015).

GENERAL INFORMATION ONLY AND ARE NOT TO BE USED FOR

THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR 4.

INDICATED ON THE DRAWINGS.

UNLESS OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR 3.

DATUM OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

REFERENCED TO THE 1990 ADJUSTMENT TO THE NORTH AMERICAN

FLORIDA STATE PLANE WEST ZONE COORDINATE SYSTEM AND

COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE 2.

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT

REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE 1.

STAGING / BEACH ACCESS AREA

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SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-44 08-09 FEB 2018 CUTS 1-4

VESSEL DATE OF SURVEY CUT

IN HIGH FREQUENCY.

COMBINED SIDESCAN / MULTI-BEAM SONAR. ALL SOUNDINGS SHOWN ARE

9. VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205

NOAA TIDAL STATION 872-5899 FOR ENTIRE PROJECT (PID: DL9718)

HEIGHTS OF THE BENCH MARKS BELOW:

VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S

EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL

REFERENCE BASE LOCATED AT "C LISTOWSKI" (PID: BBDX69)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

TIDE DATUM (KTD) MODEL. KTD FILE NAME: "SPC-FL-WEST-2010-12-07.KTD".

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED

1. REFER TO SURVEY NO. 18-065.

SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-44 07 MAR 2018 S-34B THRU S-37, S-39

SB-44 06 MAR 2018 S-28

SB-44 05 MAR 2018 S-20, S-21

SB-44 22 FEB 2018 S-17, S-20

SB-44 20-21 FEB 2018 S-11 THRU S-16

VESSEL DATE OF SURVEY CUT

MULTI-BEAM AND SIDESCAN. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205 COMBINED

NOAA TIDAL STATION 872 6083 FOR CUTS S-34B THRU S-37, S-39 (PID: AG7713)

NOAA TIDAL STATION 872 5943 FOR CUT S-28 (PID: AG7167)

NOAA TIDAL STATION 872 5899 FOR CUTS S-17, S-20, S-21 (PID: DL9719)

NGS CONTROL POINT "X-38" USED FOR CUTS S-11 THRU S-16 (PID: AG1880)

HEIGHTS OF THE BELOW:

VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL

REFERENCE BASE LOCATED AT "GIWW 6 S" (PID: BBFB87)

REFERENCE BASE LOCATED AT "IWSA-96" (PID: BBDG39)

REFERENCE BASE LOCATED AT "872 5899 A TIDAL" (PID: DL9718)

REFERENCE BASE LOCATED AT "C LISTOWSKI" (PID: BBDX69)

REFERENCE BASE LOCATED AT "GIWW 5 S" (PID: BBFB84)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS: "SPC-FL-WEST-2010-12-07.KTD".

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED

1. REFER TO SURVEY NO. 18-064.

BASE-X2, AND AN ODOM ECHOTRAC CVM.

COLLECTED AND PROCESSED BY AN ODOM DUAL FREQUENCY OTSBB200, APPLANIX POS M/V SURFMASTER, AML

9. TOPOGRAPHIC DATA WAS COLLECTED VIA REAL TIME KINEMATIC GPS METHODS. HYDROGRAPHIC DATA WAS

(NGS PID: AG7757)VENICE RM 4

(NGS PID: AG7758)VENICE RESET

(NGS PID: AG7631)LORAN

(NGS PID: AG7628)IWSA 1

POSITIONS WERE CHECKED AND USED AS PUBLISHED:

8. THE PRIMARY CONTROL POINTS USED TO PERFORM THIS SURVEY WERE AS FOLLOWS, THE NGS PUBLISHED

7. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S. SURVEY FEET.

PLANE COORDINATE SYSTEM, FLORIDA WEST ZONE, U.S. SURVEY FEET.

6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), FLORIDA STATE

R-130A, R-131, R-132, R-133, R-134, R-135, AND R-136.

R-115, R-116, R-117, R-118, R-119, R-120, R-121, T-122, R-123A, R-124, R-125, R-126, R-126A, T-127, R-128, R-129A, R-130, THE FOLLOWING 24 FL-DEP PUBLISHED BEACH PROFILE LINES WERE SURVEYED AS PART OF THIS PROJECT:

THE PUBLISHED AZIMUTH.

MONUMENT, WHEN CONDITIONS ALLOWED, AND EXTENDED 3000 FEET SEAWARD OF THE PROFILE LINE ORIGIN ALONG

MONITORING SYSTEM. IN GENERAL THE RANGE LINES WERE SURVEYED FROM 150 FEET LANDWARD OF THE

5. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS R-115 THROUGH R-136 OF THE SARASOTA COUNTY

SARASOTA BEACH SPP MONITORING PROJECT AND TO FURNISH DELIVERABLE FILES OF THE TOPOGRAPHIC DATA.

4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF THE

3. DATE OF FIELD SURVEY: 05/25/18 THROUGH 06/12/18.

2. LOCATION: SARASOTA COUNTY, FLORIDA.

1. PROJECT TITLE: SARASOTA COUNTY SHORE PROTECTION PROJECT, TOPOGRAPHIC AND HYDROGRAPHIC SURVEY.

PERFORMED FOR THE USACE BY HYATT SURVEY SERVICES, INC. OF BRADENTON FLORIDA.

SURVEY NOTES 18-145 - SARASOTA COUNTY BEACH

S-

S -9 +0

S -9 0+

S -9 5+

S -9 0+

S- 5+

S-

S-11 5+00

S-11 10+00

S-11 15+00

S-11 20+00

S-11 25+00

S-11 30+00

S-11A 5+00

S-11A 10+00

S-11B 5+00

S-11B 10+00

S-11B 15+00

S-11B 20+00

S-12 5+00

S-12 10+00

S-12 15+00

S-12 20+00

S-12 25+00

S-12 30+00

S-12 35+00

S-12 40+00

S-12 45+00

S-12 50+00

S- +0

S- 0+

S- 5+

S- 0+

S- 5+

S- 0+

S- 5+

S- 0+

S -1 5+

S -1

S-1 5 5

+00

S-1 5A

5+0

S-1 5A

10+

S -1

S- +0

S- 0+

S- 5+

S -1

S -1 5+

S -1

S -2

S- 5+

S-

S-22 5 +00

S-22 1 0+00

S- 7+

S- 8+

S- 9+

S-

S -9 +0

S -9 1+

S -9 2+

S -9 3+

S -9 4+

S -9 6+

S -9 7+

S -9 8+

S -9 9+

S -9 1+

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S-

+0 0S-11 1+00

S-11 2+00

S-11 3+00

S-11 4+00

S-11 6+00

S-11 7+00

S-11 8+00

S-11 9+00

S-11 11+00

S-11 12+00

S-11 13+00

S-11 14+00

S-11 16+00

S-11 17+00

S-11 18+00

S-11 19+00

S-11 21+00

S-11 22+00

S-11 23+00

S-11 24+00

S-11 26+00

S-11 27+00

S-11 28+00

S-11 29+00

S-11A 1+00

S-11A 2+00

S-11A 3+00

S-11A 4+00

S-11A 6+00

S-11A 7+00

S-11A 8+00

S-11A 9+00

S-11A 11+00

S-11A 12+00

S-11B 1+00

S-11B 2+00

S-11B 3+00

S-11B 4+00

S-11B 6+00

S-11B 7+00

S-11B 8+00

S-11B 9+00

S-11B 11+00

S-11B 12+00

S-11B 13+00

S-11B 14+00

S-11B 16+00

S-11B 17+00

S-11B 18+00

S-11B 19+00

S-11B 21+00

S-12 1+00

S-12 2+00

S-12 3+00

S-12 4+00

S-12 6+00

S-12 7+00

S-12 8+00

S-12 9+00

S-12 11+00

S-12 12+00

S-12 13+00

S-12 14+00

S-12 16+00

S-12 17+00

S-12 18+00

S-12 19+00

S-12 21+00

S-12 22+00

S-12 23+00

S-12 24+00

S-12 26+00

S-12 27+00

S-12 28+00

S-12 29+00

S-12 31+00

S-12 32+00

S-12 33+00

S-12 34+00

S-12 36+00

S-12 37+00

S-12 38+00

S-12 39+00

S-12 41+00

S-12 42+00

S-12 43+00

S-12 44+00

S-12 46+00

S-12 47+00

S-12 48+00

S-12 49+00

S-12 51+00

S-12 52+00

S-12 53+00

S-12 54+00

S- +0

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S- 1+

S- 2+

S -1 1+

S -1 2+

S -1 3+

S -1 4+

S -1 6+

S -1 7+

S -1 8+

S -1 9+

S -1

S-1 5 1

+00

S-1 5 2

+00

S-1 5 3

+00

S-1 5 4

+00

S-1 5 6

+00

S-1 5 7

+00

S-1 5 8

+00

S-1 5A

1+0

S-1 5A

2+0

S-1 5A

3+0

S-1 5A

4+0

S-1 5A

6+0

S-1 5A

7+0

S-1 5A

8+0

S-1 5A

9+0

S -1

0S -1

S -1

0S -1

S -1

S- +0

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S -1

S -1 1+

S -1 2+

S -1 3+

S -1 4+

S -1 6+

S -1 7+

S -1 8+

S -1 9+

S -1

S -2

0S -2

S -2

0S -2

S -2

0S -2

S- 1+

S- 2+

S- 3+

S- 4+

S- 6+

S- 7+

S- 8+

S- 9+

S-

S-22 1 +00

S-22 2 +00

S-22 3 +00

S-22 4 +00

S-22 6 +00

S-22 7 +00

S-22 8 +00

S-22 9 +00

S-22 1 1+00

S-22 1 2+00

S-22 1 3+00

S O

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D E

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D R

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G D

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A N M

A R

C O B

L V

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C K

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L E F

B E

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N E

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R O

C H

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N A

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G -F

O O

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R O J E

C T

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C O

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N L E

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L O

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F E

B R

U A

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

C -0

C-

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

17 84 B15 R111

872 5899 A

C LISTOWSKI

GIWW 5 S

X 38

IWSA-96

GIWW 6 S

GIWW 5 S

C LISTOWSKI

872 6083 B TIDAL

872 5943 1

872 5899 A

17 84 B15 R111

AG1880

BBDG36

BBFB87

BBFB84

BBDX69

AG7713

AG7167

DL9718

DL9719

1005880.SC

1095105.31

1034899.88

997821.21

1010712.83

1090250.SC

1034900.SC

1014183.64

1014350.SC

513110.SC

477769.05

495335.97

516014.37

504063.67

479530.SC

495345.SC

503375.11

503350.SC

6.63

3.05

10.81

14.55

4.58

2.07

7.81

4.25

5.14

8.02

N/A

3.63

9.38

5.59

6.48

SURVEY CONTROL (SEE SURVEYS 18-064 AND 18-065)

P R

O J

E C

T L

M A

T E

N A

N C

E D

R E

D G

CITY

VENICE

G-03

O v e rv ie w .d g n

N E

P R

O J E

C T O

V E

R V

0 2000'1000'

G U L F O F M E X I C O

G U L F

I N T R A C O A S T A L

W A T E R W A Y

PROJECT VICINITY MAP

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

TOTALS

NOTE:

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

CHANNEL LOCATION

2,500 5,500 8,000

3,500 7,000 10,500

2,000 4,500 6,500

8,000 17,000 25,000

GIWW STA. 4+00 CUT-S-16 TO STA. 5+00 CUT-S-17

GIWW STA. 5+00 TO STA. 16+20 CUT-S-20

VENICE INLET STA. 7+25 CUT-2 TO STA. 5+37.87 CUT-4

SARASOTA COUNTY

STATE OF FLORIDA

MAINTENANCE DREDGING

AREA

PLACEMENT

BEACH

STAGING AREA

GIWW CUT S-11 STA. 0+00

VENIC

E IN

LET CUT 1

STA. 0

+00

C U

T -S -2

CUT-S-20

C U

T -S -1

G U

L F

T R

A C

O A

S T

A L W

A T

E R

W A

D R

A W

G N

A M

E H

E R

G E

N E

R A

C O

N T

R O

L D

A T

V E

E I

N L E

200' 400'0 G-04

CONTROL DATA VENICE INLET

Y= 1008000 Y= 1008000

Y= 1009000 Y= 1009000

Y= 1010000 Y= 1010000

Y= 1011000 Y= 1011000

Y= 1012000 Y= 1012000

Y= 1013000 Y= 1013000

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

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D R

A W

G D

A T

E N

A M

A N

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

B E

R G

E N

N E

V E

H T

R O

C H

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

G U

L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y O

F V

E N

E I

N L E

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

B O

W E

F E

B R

U A

R Y

17 18

54 6

III

CUT-2

CUT-3

CUT-

RANGE 0

RANGE 50

RANGE 10

RANGE 0

RANGE 50

RANGE 100

RANGE 0

RANGE 50

RANGE 100

RANGE

V E N I C E

I N L

E T

G U L F O F M E X I C O

CUT-1

STA.

.84 C

UT-

STA.

UT-

STA. 9+00.01 CUT-2

STA. 0+00 CUT-3

STA, 17+92.96 CUT-1

STA. 0+00 CUT-2

STA. 0+00 CUT-1

STA.

.86 C

UT-

4 V

ENI

STA.

.19 C

UT-

S- G

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

1,010,639.28

1,010,315.04

1,010,306.70

1,010,557.03

1,010,093.51

506,103.48

505,546.06

504,998.28

504,133.79

502,401.78

III

1,010,628.70

1,010,584.31

1,010,558.22

1,010,545.78

1,010,718.09

1,010,483.96

1,010,364.84

1,010,408.54

1,010,363.51

1,010,265.24

1,010,356.81

1,010,359.74

1,010,410.36

1,010,256.59

1,010,505.13

1,010,453.38

1,010,457.04

1,010,608.93

1,010,141.81

1,010,045.21

505,985.85

506,108.42

506,180.45

506,042.17

505,739.05

505,737.02

505,532.23

505,607.36

505,445.47

505,559.90

505,005.00

505,197.50

504,820.07

504,991.56

504,133.26

504,311.99

503,953.55

504,134.32

502,388.85

502,414.70

SURVEY FURNISHED WITHIN THESE PLANS.

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE NAME

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR

THESE PLANS.

PPCPs WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

:CONSTRUCTION SURVEY POSITIONING CRITERIA

POINTS.

USED TO CONTROL THE HORIZONTAL AND VERTICAL LOCATIONS OF SURVEYED

EMPLOYED BY OPERATIONS DIVISION, AND THE COORDINATES AND ELEVATIONS

SPECIFIC SURVEY CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY

REFER TO THE NOTES OF THE ATTACHED, OR LATEST FIELD SURVEY FOR THE

USE THE CONTROL AS TABULATED, ACCOMPANYING THE DESIGN SURVEY(S).

GIVEN PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY FURNISH HEREIN MUST

DETAIL WHICH SET OF CONTROL(S) WERE USED FOR A PARTICULAR REACH OF ANY

PPCP ARE LISTED IN THE ACCOMPANYING SURVEY NOTES. THESE SURVEY NOTES

PRIMARY PROJECT CONTROL POINTS (PPCP):

SURVEY NOTES FOR “KTD”FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES

ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM.

A MODIFIED VDATUM BASED KINEMATIC TIDE DATUM MODEL “KTD FILE”IS USED TO

CONSIDERED EQUALIVALENT.

RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE

DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A

GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT

ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

DATUM OF 1988 (NAVD88)

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

:VERTICAL REFERENCE SYSTEM

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)WEST ZONE (0902).

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE

DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

VENICE INLET FRAMEWORK REPORT

REVISED: 19 APRIL 2016

CONTROL DATA - GIWW

200' 400'0

-G

I0 .d g n

G E

N E

R A

C O

N T

R O

L D

A T

G U

L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

G-05

CONTROL DATA - GIWW

200' 400'0

X= 514000

X= 515000

X= 516000

X= 517000

X= 517000 X= 518000

X= 5

C U

T -S -10 S

T A . 19+00

M A

T C

H L

E S

H E

E T G -0

U T -S -1

T A . 7

M A

T C

H L

E S

H E

E T G

-0 C

U T -S -1

T A

M A

T C

H L

E S

H E

E T G

-0 C

U T -S -1

T A . 2

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

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US Army Corps

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D R

A W

G D

A T

E N

A M

A N

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

B E

R G

E N

N E

V E

H T

R O

C H

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

G U

L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y O

F V

E N

E I

N L E

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

B O

W E

F E

B R

U A

R Y

RGE. 0

RGE. 100

RGE. 0

RGE. 100

RGE. 0

RGE. 100

7 1

CUT-S-11B CUT-S-11A

CUT-S-11

C U

T -S -1

B S

T A .0

C U

T -S -1

A S

T A .0

S T

A . 0

U T -S -1

S T

A . 2

U T -S -1

RGE. 50

G U L F I N T R A C O A S T A L W A T E R W A Y

S A R A S O T A C O U N T Y

C I T Y O F V E N I C E

S T

A .5

U T -S -1

S T

A C

U T -S -1

S T

A .0

U T -S -1

S T

A C

U T -S -1

RGE. 0

RGE. 100RGE. 0

RGE. 1

CUT-S

-13

CUT-S-12

RGE. 5

RGE. 50

S T

A .5

U T -S -1

T A C

U T -S -1

CHANNEL CONTROL POINTS

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

1,000,066.90

994,580.01

994,603.99

992,671.02

992,714.30

991,570.14

991,613.41

988,875.62

988,875.88

987,005.16

986,948.97

516,117.72

516,206.36

516,106.41

515,239.54

515,149.36

514,739.78

514,649.61

513,375.09

513,263.14

514,311.21

514,227.51

1,000,081.54

994,592.00

992,692.66

991,591.77

988,875.75

986,977.07

516,167.75

516,156.39

515,194.45

514,694.69

513,319.11

514,269.36

S13

S12

S11B

S11A

S11

S10

CHANNEL CONTROL POINTS

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

1,003,617.89

1,000,081.54

994,592.00

513,893.90

516,167.75

516,156.39

S14

S13

S12

1,003,588.82

1,000,096.18

1,000,066.90

994,580.01

994,603.99

513,853.15

516,217.78