004607A-Plans.pdf

PDF 10 MB Posted

Attached to
Grand Canal Maintenance Dredging Project - ARPA Funded State and local contract opportunity
Solicitation number
23-1177-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

Written by GovTribe AI ·

These engineering design and construction documents detail the Grand Canal Maintenance Dredging Project for Pinellas County, Florida, prepared by Coastal Protection Engineering LLC and Aptim Environmental & Infrastructure, LLC. The project involves dredging the Grand Canal channel to maintain navigational depth, specifically creating a 150-foot wide channel with a target depth of -11.5 feet NAVD (North American Vertical Datum), with an overdredge allowance to -12.5 feet NAVD. The total project area covers approximately 15.5 acres and involves removing approximately 13,000 cubic yards of material. The work will be conducted under Florida Department of Environmental Protection (FDEP) Permit No. 0221569-020-JM and USACE Permit No. SAJ-2020-03722, with dredged materials to be placed within the permitted beach template at Pass-a-Grille beach.

The project documents include detailed topographic and hydrographic surveys conducted in April 2022 by USACE, comprehensive channel cross-sections, construction baseline tables, and precise elevation measurements. The design takes into account existing seagrass boundaries, mean high water levels, and local geographical features, including Shell Key, Cabbage Key, and Pine Key. The project aims to maintain navigational access while minimizing environmental impact, with careful consideration of slope gradients, construction boundaries, and erosion control measures. Funding appears to be associated with ARPA (American Rescue Plan Act) resources, though specific funding details are not explicitly outlined in the provided engineering documents.

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Other files for this state and local contract opportunity

Other files attached to Grand Canal Maintenance Dredging Project - ARPA Funded, newest first.
File Type Posted
Appendix_4_-_Special_Notices.pdf PDF
Grand_Canal_Maintenance_Dredging_Project_-_ARPA_Funded.pdf PDF
QUALIFICATION_SUBMITTAL_FORM_23-1177.pdf PDF
PRICING_PROPOSAL_ITB_23-1177(reference_only).pdf PDF
Affdavit_of_Release_and_Guarantee_23-1177.pdf PDF
Sample_Performance_and_Payment_Bonds.pdf PDF
Agreement-23-1177.pdf PDF
Appendix_1_-_USCOE_Permit.pdf PDF
Appendix_6_-_Sediment_QAQC_Plan.pdf PDF
Bid_Submittal_Form-JOC.pdf PDF
OpenGov_Fillable-_Final.pdf PDF
Sample_Application_for_Payment.pdf PDF
004607A-Supplemental_Technical_Specifications.pdf PDF
Appendix_6_-Human_Remains_Notice.pdf PDF
Appendix_6_-Sea_Turtle_and_Smalltooth_Sawfish_Construction_Conditions_NMFS2006.pdf PDF
Appendix_6_-_Geotechnical_Report.pdf PDF
SBE_Compliance_Form.pdf PDF
Airport_Security_Program.pdf PDF
Appendix_6_-_Comprehensive_Physical_Monitoring_Plan.pdf PDF
Appendix_1_-_Permits.pdf PDF
Appendix_6-Standard_Protection_Measures_Eastern_Indigo_Snake_USFWS_March_2021.pdf PDF
Appendix_6_-_SAV_Monitoring_Plan.pdf PDF
E-Verify_Affidavit.pdf PDF
Florida_Trench_Safety_Form.pdf PDF
Sample_Change_Order.pdf PDF
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Coastal Protection Engineering LLC 5301 N. Federal Hwy, Suite #335 Boca Raton, FL, 33487 www.coastalprotectioneng.com

PH. (561) 565-5100

FAX (561) 391-9116

C.O.A. FL. #33370

GRAND CANAL MAINTENANCE

DREDGING PROJECT

PINELLAS COUNTY, FLORIDA

PASS-A-GRILLE BEACH

DISPOSAL AREA

PASS-A-GRILLE

CHANNEL

GRAND CANAL

DREDGE CHANNEL

SHELL KEY

NOTE:

WORK CONDUCTED UNDER FDEP PERMIT NO. 0221569-020-JM AND

USACE PERMIT No. SAJ-2020-03722.

COLLANY KEY

PINE KEY

CABBAGE KEY

0 2000 4000

GRAPHIC SCALE IN FT

N

G U

LF

BLVD

PARK BLVD

COUNTY

PINELL

AS

S.R. 688

S.R. 686

S.R. 60

R

TE

PASCO COUNTY

I-275

H

IL

LS

BO

R O

U G

H C

O U

N

TY

Aptim Environmental & Infrastructure, LLC

6401 CONGRESS AVENUE, SUITE 140

BOCA RATON, FLORIDA 33487

www.aptim.com

PH. (561) 391-8102

FAX (561) 391-9116

C.O.A. LA. #2531

C.O.A. FL. #9317

PID No. 004607A

08/08/2023

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JACKSONVILLE

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TAMPA

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ORLANDO

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TALLAHASSEE

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MIAMI

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ATLANTIC OCEAN

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GULF OF MEXICO

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JUPITER

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1. COVER SHEET COVER SHEET 2. SURVEY CONTROL DATA SURVEY CONTROL DATA 3. HYDROGRAPHIC AND TOPOGRAPHIC SURVEY HYDROGRAPHIC AND TOPOGRAPHIC SURVEY 4. GRAND CANAL DREDGE AREA GRAND CANAL DREDGE AREA 5. DREDGE AREA CROSS-SECTIONS DREDGE AREA CROSS-SECTIONS 6. PASS-A-GRILLE AREA OVERVIEW PASS-A-GRILLE AREA OVERVIEW 7. PASS-A-GRILLE DISPOSAL AREA 1 OF 2 PASS-A-GRILLE DISPOSAL AREA 1 OF 2 8. PASS-A-GRILLE DISPOSAL AREA 2 OF 2 PASS-A-GRILLE DISPOSAL AREA 2 OF 2 9. PASS-A-GRILLE DISPOSAL AREA CROSS-SECTIONSPASS-A-GRILLE DISPOSAL AREA CROSS-SECTIONS

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PROJECT LOCATION

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GULF OF MEXICO

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PINELLAS COUNTY COMMISSION

AutoCAD SHX Text JANET C. LONG DISTRICT 1 2023 CHAIR DISTRICT 1 2023 CHAIR BRIAN SCOTT DISTRICT 2 DISTRICT 2 CHARLIE JUSTICE DISTRICT 3 DISTRICT 3 DAVE EGGERS DISTRICT 4 DISTRICT 4 CHRIS LATVALA DISTRICT 5 DISTRICT 5 KATHLEEN PETERS DISTRICT 6 2023 VICE CHAIR DISTRICT 6 2023 VICE CHAIR RENE' FLOWERS DISTRICT 7DISTRICT 7

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SHEET INDEX

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NO. TITLETITLE

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PASS-A-GRILLE

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BLIND PASS

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JOHNS PASS

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GULF OF MEXICO

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PROJECT LOCATION

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CLEARWATER PASS

AutoCAD SHX Text SECTION 19 TOWNSHIP 32 SOUTH, RANGE 16 EAST TALLAHASSEE PRINCIPAL MERIDIAN FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

BEACH DISPOSAL

CONSTRUCTION BASELINE

TABLE

BEACH DISPOSAL

CONSTRUCTION BASELINE

TABLE

CHANNEL CONSTRUCTION

INFLECTION POINTS

CHANNEL CONSTRUCTION

BASELINE TABLE

CHANNEL CONSTRUCTION

BASELINE TABLE

R-MONUMENT TABLE

CHANNEL COORDINATE

TABLE

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NOTE:

NOAA TIDES STA. 8726384

(ELEVATIONS IN FEET)

0.00'

0.58'

0.34'

-0.43' -0.45'

-1.23'

-1.59'

NAVD88

MHHW

MHW

MSL

MTL

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MLLW

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DREDGE CHANNEL CONTROL POINTS

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SURVEY CONTROL DATA

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GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

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1. COORDINATES ARE SHOWN IN US SURVEY FEET BASED COORDINATES ARE SHOWN IN US SURVEY FEET BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 83. ELEVATIONS ARE FEET BASED ON NAVD88. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SURVEY CONTROL. TIDAL DATUM PROVIDED FOR REFERENCE ONLY.

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MONUMENT

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X COORDINATE

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ELEVATION

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LK BP 3A

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AutoCAD SHX Text 1,237,467.59

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18.34

GRAND CANAL

DREDGE CHANNEL

(TOP)

SEAGRASS

EDGE

SHELL KEY

CABBAGE KEY

SHELL KEY

PRESERVE

BOUNDARY

LONG KEY

SHELL KEY

PRESERVE

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PINE KEY

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CORTEZ DR

DE SOTO DR

PONCE DE LEON DRC

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S D

R

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MEAN HIGH WATER

(ELEVATION 0.34' NAVD88)

AS SURVEYED BY

APTIM ON 02/08/2021

R -1

R -1

GRAND CANAL

DREDGE BASIN

(DO NOT DREDGE)

GRAND CANAL

DREDGE CHANNEL

(BOTTOM) C

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GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

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HYDROGRAPHIC AND

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1. PINELLAS COUNTY HYDROGRAPHIC AND TOPOGRAPHIC PINELLAS COUNTY HYDROGRAPHIC AND TOPOGRAPHIC SURVEY CONDUCTED APRIL 13 THRU 22 & 27 2022 BY USACE, SEE SHEETS DA-2 AND DA-3. 2. THE SEAGRASS SURVEY PREFORMED IN SEPTEMBER & THE SEAGRASS SURVEY PREFORMED IN SEPTEMBER & OCTOBER 2020 BY PINELLAS COUNTY IS SHOWN ON THE PLANS. THE DREDGE AREA AND VOLUME WILL BE UPDATED ONCE THE SEAGRASS SURVEY IS UPDATED. 3. REFER TO TECHNICAL SPECIFICATION AND PERMITS FOR REFER TO TECHNICAL SPECIFICATION AND PERMITS FOR SEAGRASS PROTECTIONS PROVISIONS.

AutoCAD SHX Text MONUMENT NAME DYNAMIC BOUNDARY 2020 SEAGRASS EDGE DREDGE ELEVATION SLOPE BOUNDARY

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CABBAGE KEY

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B

B'

A'

C

C'

D

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GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

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1. REFER TO DREDGE AREA CROSS SECTIONS FOR REFER TO DREDGE AREA CROSS SECTIONS FOR PINELLAS COUNTY HYDROGRAPHIC AND TOPOGRAPHIC SURVEY CONDUCTED APRIL 13 THRU 22 & 27 2022 BY USACE. 2. THE SEAGRASS SURVEY PREFORMED IN SEPTEMBER & THE SEAGRASS SURVEY PREFORMED IN SEPTEMBER & OCTOBER 2020 BY PINELLAS COUNTY IS SHOWN ON THE PLANS. THE DREDGE AREA AND VOLUME WILL BE UPDATED ONCE THE SEAGRASS SURVEY IS UPDATED. 3. REFER TO TECHNICAL SPECIFICATIONS AND PERMITS REFER TO TECHNICAL SPECIFICATIONS AND PERMITS FOR SEAGRASS PROTECTION PROVISIONS. 4. COORDINATES ARE SHOWN IN US SURVEY FEET COORDINATES ARE SHOWN IN US SURVEY FEET BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD83. ELEVATIONS ARE IN FEET BASED ON NAVD88.

1+00

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CANAL SURVEY

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EDGE

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DREDGE

CHANNEL

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CHANNEL BOTTOM

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2022 BY USACE.

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GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

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V E

R D

A V E

PASS A GRILLE WAY

GULF WAY

PASS A GRILLE WAY

GULF WAY

COLUMBUS DR

R-166

R-159 R-160 R-161

R-162 R-163 R-164 R-165

MS-1

0 250 500

GRAPHIC SCALE IN FT

N

CONSTRUCTION

BERM CREST

CONSTRUCTION

TOE OF FILL

SLOPE

1V:20H

PIPELINE

CORRIDOR

(P-9)

CONSTRUCTION

LANDWARD LIMIT

OF FILL

CONSTRUCTION

STAGING AND

ACCESS AREAS

C oa st al

P ro te ct io n

E ng in ee ri ng

L

LC

N . F ed er al H w y, S ui te

B oc a R at on

, F L, w w w .c oa st al pr ot ec tio ne ng .c om

PH

1)

-5

FA

X (5

) 3

-9

C .O

.A . F

L.

NOTE:

1. PINELLAS COUNTY HYDROGRAPHIC AND

TOPOGRAPHIC SURVEY CONDUCTED APRIL

13 THRU 22 & 27 2022 BY USACE.

2. COORDINATES ARE SHOWN IN US

SURVEY FEET BASED ON THE FLORIDA

STATE PLANE COORDINATE SYSTEM,

WEST ZONE, NAD83. ELEVATIONS ARE

IN FEET BASED ON NAVD88.

LEGEND:

CONSTRUCTION

BASELINE

EROSION

CONTROL

LINE (ECL)

PLACEMENT AREA

(REFER TO

CROSS-SECTION

SHEET MS-4)

08/08/2023

AutoCAD SHX Text E 420000

AutoCAD SHX Text E 418000

AutoCAD SHX Text E 416000

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AutoCAD SHX Text N 1220000

AutoCAD SHX Text N 1219000

AutoCAD SHX Text N 1221000

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AutoCAD SHX Text E 417000

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AutoCAD SHX Text E 420000

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AutoCAD SHX Text N 1220012

AutoCAD SHX Text N 1219012

AutoCAD SHX Text N 1221012

AutoCAD SHX Text N 1222012

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AutoCAD SHX Text N 1218000

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PASS-A-GRILLE CHANNEL

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PASS-A-GRILLE

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AREA OVERVIEW

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JEB

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AutoCAD SHX Text 631014493

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REVISIONS

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GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

MONUMENT NAME PLACEMENT AREA CONSTRUCTION STAGING AND ACCESS AREAS SLOPE DIRECTION 1986 EROSION CONTROL LINE

TH

A V E

TH

A V E

TH

A V E

TH

A V E

TH

A V E

TH

A V E

TH

A V E

TH

A V E

TH

A V E

S T

A V E

N

D A

V E

R D

A V E

PASS A GRILLE WAY

GULF WAY

R-160

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R-162

MS-2

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N

C oa st al

P ro te ct io n

E ng in ee ri ng

L

LC

N . F ed er al H w y, S ui te

B oc a R at on

, F L, w w w .c oa st al pr ot ec tio ne ng .c om

PH

1)

-5

FA

X (5

) 3

-9

C .O

.A . F

L.

CONSTRUCTION

TOE OF FILL

SLOPE

1V:20H

(TYP.)

PIPELINE CORRIDOR

(P-9)

CONSTRUCTION

LANDWARD LIMIT OF

FILL (EL.4.80' NAVD)

1986 EROSION

CONTROL LINE

(ECL)

LEGEND:

CONSTRUCTION

BERM CREST

NOTE:

1. PINELLAS COUNTY HYDROGRAPHIC AND

TOPOGRAPHIC SURVEY CONDUCTED APRIL 13

THRU 22 & 27 2022 BY USACE.

2. COORDINATES ARE SHOWN IN US SURVEY FEET

BASED ON THE FLORIDA STATE PLANE

COORDINATE SYSTEM, WEST ZONE, NAD83.

ELEVATIONS ARE IN FEET BASED ON NAVD88.

3. LLOF IS THE +4.80' NAVD CONTOUR OR

SEAWARD LIMIT OF ESTABLISHED VEGETATION,

UPLAND STRUCTURE, OR DEVELOPMENT. SITE

SPECIFIC ADJUSTMENTS MAY BE NEEDED TO

TIE INTO EXSITING TOPOGRAPHY.

AZIMUTH 270°

AZIMUTH 270°

AZIMUTH 275°

CONSTRUCTION

BASELINE

08/08/2023

AutoCAD SHX Text N 1222000

AutoCAD SHX Text N 1223000

AutoCAD SHX Text N 1220998

AutoCAD SHX Text N 1222004

AutoCAD SHX Text N 1222998

AutoCAD SHX Text E 418000

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AutoCAD SHX Text E 417000

AutoCAD SHX Text E 417000

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PASS-A-GRILLE

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DISPOSAL AREA 1 OF 2

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JEB

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AS NOTED

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GULF OF MEXICO

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MATCH LINE SHEET MS-3

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REVISIONS

AutoCAD SHX Text

GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text MONUMENT NAME PLACEMENT AREA CONSTRUCTION STAGING AND ACCESS AREAS SLOPE DIRECTION 1986 EROSION CONTROL LINEBASELINE STATION

LO

N

G K

EY

1S T

A V E

2N D

A V E

3R D

A V E

4T H

A V E

5T H

A V E

6T H

A V E

7T H

A V E

8T H

A V E9T

H A

V E

TH

A V E

TH

A V E

TH

A V E

PASS A GRILLE WAY

GULF WAY

R-166R-163 R-164 R-165

MS-3

0 100 200

GRAPHIC SCALE IN FT

N

C oa st al

P ro te ct io n

E ng in ee ri ng

L

LC

N . F ed er al H w y, S ui te

B oc a R at on

, F L, w w w .c oa st al pr ot ec tio ne ng .c om

PH

1)

-5

FA

X (5

) 3

-9

C .O

.A . F

L.

CONSTRUCTION

BERM CREST

1986 EROSION

CONTROL LINE

(ECL)

CONSTRUCTION

LANDWARD LIMIT OF

FILL (EL. 4.80'NAVD)

CONSTRUCTION

TOE OF FILL

AZIMUTH 275° AZIMUTH 270° AZIMUTH 270°

AZIMUTH 270°

NOTE:

1. PINELLAS COUNTY HYDROGRAPHIC AND

TOPOGRAPHIC SURVEY CONDUCTED APRIL 13

THRU 22 & 27 2022 BY USACE.

2. COORDINATES ARE SHOWN IN US SURVEY FEET

BASED ON THE FLORIDA STATE PLANE

COORDINATE SYSTEM, WEST ZONE, NAD83.

ELEVATIONS ARE IN FEET BASED ON NAVD88.

3. LLOF IS THE +4.80' NAVD CONTOUR OR

SEAWARD LIMIT OF ESTABLISHED VEGETATION,

UPLAND STRUCTURE, OR DEVELOPMENT. SITE

SPECIFIC ADJUSTMENTS MAY BE NEEDED TO

TIE INTO EXSITING TOPOGRAPHY.

SLOPE

1V:20H

(TYP.)

LEGEND:

CONSTRUCTION

BASELINE

PLACEMENT AREA

(REFER TO

CROSS-SECTION

SHEET MS-4)

08/08/2023

AutoCAD SHX Text E 418000

AutoCAD SHX Text E 418000

AutoCAD SHX Text E 417000

AutoCAD SHX Text E 417000

AutoCAD SHX Text N 1220000

AutoCAD SHX Text N 1219000

AutoCAD SHX Text N 1220000

AutoCAD SHX Text N 1219000

AutoCAD SHX Text

PASS-A-GRILLE

AutoCAD SHX Text

DISPOSAL AREA 2 OF 2

AutoCAD SHX Text

JEB

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AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

GULF OF MEXICO

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MATCH LINE SHEET MS-2

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DRAWING NO.

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AutoCAD SHX Text Reference Files:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text MONUMENT NAME PLACEMENT AREA CONSTRUCTION STAGING AND ACCESS AREAS SLOPE DIRECTION 1986 EROSION CONTROL LINEBASELINE STATION

0 100 200 300 400 500 -15

-10

-5

R-160

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

EL. 4.8'

-100

RN

G.

+8

FILL PLACEMENT

0 100 200 300 400 500 -15

-10

-5

R-163

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

EL. 4.8'

-100

RN

G.

+8

FILL PLACEMENT

0 100 200 300 400 500 -15

-10

-5

R-165

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

EL. 4.8'

-100

RN

G.

+8

FILL PLACEMENT

0 100 200 300 400 500 -15

-10

-5

R-162

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

EL. 4.8'

-100

RN

G.

+8

FILL PLACEMENT

R-164

EL. 4.8'

RN

G.

+8

RN

G.

+5

0 100 200 300 400 500 -15

-10

-5

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

-100

FILL PLACEMENT

PLACEMENT AREA CROSS SECTION STA 12+00 TO 16+00 (TYP.)

0 100 200 300 400 500 -15

-10

-5

R-161

MHW = +0.34' NAVD

MLW = -1.23' NAVD

SEPTEMBER 2022

PERMIT TEMPLATE

FILL TOLERANCE (+/-0.5 FT)

DISTANCE FROM CONSTRUCTION BASELINE (FT)

EL

EV

FT

-N

AV

D)

EL. 4.8'

-100

RN

G.

+8

FILL PLACEMENT

C oa st al

P ro te ct io n

E ng in ee ri ng

L

LC

N . F ed er al H w y, S ui te

B oc a R at on

, F L, w w w .c oa st al pr ot ec tio ne ng .c om

PH

1)

-5

FA

X (5

) 3

-9

C .O

.A . F

L.

MS-4

08/08/2023

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%%UNOTES:

AutoCAD SHX Text

1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. BEACH PROFILE SURVEYS CONDUCTED SEPTEMBER 2022 BY USACE. BEACH PROFILE SURVEYS CONDUCTED SEPTEMBER 2022 BY USACE. 3. RANGES ARE REFERENCED TO THE CONSTRUCTION BASELINE SHOWN ON THE PLAN SHEET. RANGES ARE REFERENCED TO THE CONSTRUCTION BASELINE SHOWN ON THE PLAN SHEET. 4. THE VERTICAL TOLERANCE IS +/- 0.5 FT AS FURTHER DESCRIBED IN THE TECHNICAL THE VERTICAL TOLERANCE IS +/- 0.5 FT AS FURTHER DESCRIBED IN THE TECHNICAL SPECIFICATIONS. 5. ALL CROSS SECTIONS SHALL BE SURVEYED AT AN AZIMUTH PERPENDICULAR TO THE ALL CROSS SECTIONS SHALL BE SURVEYED AT AN AZIMUTH PERPENDICULAR TO THE CONSTRUCTION BASELINE. REFER TO PLAN SHEET FOR TAPERING INTO EXISTING BEACH.

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AutoCAD SHX Text 631014493

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TP

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ECB

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REVISIONS

AutoCAD SHX Text

GRAND CANAL MAINTENANCE DREDGING PROJECT PINELLAS COUNTY, FLORIDA

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THOMAS P. PIERRO, P.E. NO. 64683 ON ______________. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

PASS-A-GRILLE DISPOSAL .AREA

AutoCAD SHX Text

CROSS SECTIONS

AutoCAD SHX Text

CM

AutoCAD SHX Text

AS NOTED

Sheets and Views
631014493 SKGC-CONST-CV
631014493 SKGC-CONST-CS-1
631014493 SKGC-CONST-DA-1
631014493 SKGC-CONST-DA-2
631014493 SKGC-CONST-DA-3
631014493 SKGC-CONST-MS-1
631014493 SKGC-CONST-MS-2
631014493 SKGC-CONST-MS-3
Grand Canal Disposal Area XS-MS-4.pdf
Sheets and Views
Grand Canal Disposal Area XS-MS-4
2023-08-08T16:49:16-0400
Thomas P Pierro
2023-08-08T16:50:08-0400
Thomas P Pierro
2023-08-08T16:52:09-0400
Thomas P Pierro
2023-08-08T16:53:03-0400
Thomas P Pierro
2023-08-08T16:53:58-0400
Thomas P Pierro
2023-08-08T16:54:43-0400
Thomas P Pierro
2023-08-08T16:55:43-0400
Thomas P Pierro
2023-08-08T16:56:18-0400
Thomas P Pierro
2023-08-08T16:57:07-0400
Thomas P Pierro

File details come from the government source that posted it. Updated .