Drawings_EGRET.pdf

PDF 4 MB Posted Jan 12, 2026

Attached to: Heron Street, Egret Avenue, and Mallard Street Seawall Replacement Project
Solicitation number: 26-B-38IF
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Mar 23, 2026

Drawings_EGRET.pdf Summary

This file consists of construction drawings for the Heron Street, Egret Avenue, and Mallard Street Seawall Replacement Project being procured by Volusia County, Florida through Invitation for Bid No. 26-B-38IF. The project addresses hurricane damage sustained during Hurricanes Ian and Nicole at three beachfront locations in Wilbur by the Sea and requires comprehensive demolition of existing damaged infrastructure including wooden boardwalks, beach access stairs, concrete sidewalks, and debris, followed by construction of replacement seawalls utilizing concrete sheet pile construction with sand backfill, concrete walkways, wooden beach access stairs with landings, aluminum guiderails, native dune plantings, and site restoration measures. A non-mandatory pre-bid meeting is scheduled for January 29, 2026, at 10:00 a.m. at Beach Safety Lifeguard Headquarters in Daytona Beach with virtual Microsoft Teams participation available; the deadline for submitting questions is February 5, 2026, at 11:59 p.m.; and sealed bids must be submitted electronically through the County's eProcurement Portal no later than 3:00 p.m. on February 19, 2026. The project requires substantial completion within 120 days and final completion within 150 days, with liquidated damages assessed at $500 per day for delays beyond the substantial completion date.

The estimated construction cost for the combined three-location project is $2,112,580.80, with pricing structured as unit prices multiplied by estimated quantities provided on the bid price sheet. The project is funded through FEMA and incorporates federal contract provisions including Davis-Bacon Act prevailing wage requirements, Equal Employment Opportunity standards, the Copeland Anti-Kickback Act, and domestic preferences for U.S.-produced materials. Contractors must demonstrate substantial bonding and insurance capacity, including a bid bond of not less than five percent of the total bid amount valid for 120 days and payment and performance bonds equal to 100 percent of the contract price upon award, along with comprehensive insurance coverage requiring $1,000,000 commercial general liability per occurrence and $2,000,000 aggregate. The County is exempt from Florida sales tax and federal excise tax, with full payment on undisputed invoices remitted within 20 business days from receipt. Award will be granted to the lowest responsive and responsible bidder.

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Other files

File	Type	Posted
Heron_Street,_Egret_Avenue,_and_Mallard_Street_Seawall_Replacement_Project_(Addendum_#1_Revision).pdf	PDF	Feb 5, 2026
Exhibit_G_-_Bid_Price_Sheet_26-B-38IF_-_REVISION_1.xlsx	XLSX spreadsheet	Feb 5, 2026
Exhibit_K_-_Installation_Floater_Affidavit_26-B-38IF.docx	DOCX document	Feb 5, 2026
Heron_Street,_Egret_Avenue,_and_Mallard_Street_Seawall_Replacement_Project.pdf	PDF	Jan 20, 2026
Exhibit_J_-_FEDERAL_CONTRACT_PROVISIONS_(FEMA)_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_I_-_Surveys_for_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_H_-_Geotechnical_Data_for_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_G_-_Bid_Price_Sheet_26-B-38IF.xlsx	XLSX spreadsheet	Jan 20, 2026
Exhibit_F_-_Sales_Tax_Exemption_Procedure_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_E_-_Technical_Specifications_26-B-38IF_for_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_D_-_Construction_Plans_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_C_-_Draft_Contract_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_B_-_PRIME-SUB_FORM_for_Contractors_26-B-38IF.xls	XLS spreadsheet	Jan 20, 2026
Exhibit_A_-_Insurance_Requirements_26-B-38IF.pdf	PDF	Jan 20, 2026
Drawings_HERON.pdf	PDF	Jan 12, 2026
Drawings_EGRET.pdf	PDF	Jan 12, 2026
Drawings_MALLARD.pdf	PDF	Jan 12, 2026
2c_-_Heron_Geotechnical_Data.pdf	PDF	Jan 12, 2026
2a_-_Mallard_Geotechnical_Data.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_2_-_Egret.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_3_-_Heron.pdf	PDF	Jan 12, 2026
1b_-_Egret_Survey_SIGNED.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_1_-_Mallard.pdf	PDF	Jan 12, 2026
2b_-_Egret_Geotechnical_Data.pdf	PDF	Jan 12, 2026
1a_-_Mallard_Survey_SIGNED.pdf	PDF	Jan 12, 2026
1c_-_Heron_Survey_SIGNED.pdf	PDF	Jan 12, 2026
2025-10-10_3_Birds_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 12, 2026
PRIME-SUB_FORM_for_Contractors_rev._01.15.2025_(lock_before_publishing).xls	XLS spreadsheet	Jan 12, 2026

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MALLARD STREET

O R

A V

E N

U E

C A

R D

L B O

V A

R D

S O

P E N

S U

S O

TLA

TIC

A V

E N

U E

TEAL STREET

HERON STREET

PROJECT SITE

N 1743590.8027' E 670056.7381'

LAT N029° 07' 48.25"

LONG W080° 57' 23.39"

S ATLANTIC AVE,

PORT ORANGE, FLORIDA 32127

EGRET STREET

R-125

R-124

T-123

C O

V E

R S

H E

E T

EGRET AVENUE POST HURRICANE NICOLE REPAIRS

VOLUSIA COUNTY, FLORIDA

LOCATION MAP

OWNER / APPLICANT

VOLUSIA COUNTY

COASTAL DIVISION

515 S. ATLANTIC AVENUE

DAYTONA BEACH, FL 32118

PHONE: (386) 248-8072

GEOTECHNICAL ENGINEER

BETCHOL ENGINEERING AND TESTING

605 WEST NEW YORK AVENUE, SUITE A

DELAND, FL 32720

PHONE: (386) 734-8444

C1.0

STAGING AREA MAP

AVAILABLE

STAGING AREA

PROJECT SITE

LAND SURVEYOR

SLIGER & ASSOCIATES, INC.

3921 NOVA ROAD

PORT ORANGE, FL 32127

PHONE: (386) 761-5385

HERON STREET

S O

TLA

TIC

A V E N

U E

EGRET STREET

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

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T A

N V

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P .E

T E

F L O

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S E

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C O

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H E

G R

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AVAILABLE

STAGING AREA / ACCESS

GENERAL NOTES

1. THE OWNER IS VOLUSIA COUNTY (COUNTY).

2. THE WORK CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, AND MATERIAL

REQUIRED FOR

a. DEMOLITION AND REMOVAL OF EXISTING DAMAGED INFRASTRUCTURE -

INCLUDING:

· WOODEN BOARDWALK AND BEACH ACCESS STAIRS,

· PORTION OF CONCRETE SIDEWALK,

· TRAP BAGS (SAND BAGS) WITHIN COUNTY R.O.W., AND

· SIGNS, TREES, AND VEGETATION AS NECESSARY FOR CONSTRUCTION

ACCESS; AND

b. CONSTRUCTION OF REPLACEMENT INFRASTRUCTURE - INCLUDING:

· CONCRETE SHEET-PILE SEAWALL WITH SAND BACKFILL,

· CONCRETE WALKWAY,

· BEACH ACCESS STAIRS,

· NATIVE DUNE PLANTINGS,

· SPLIT RAIL FENCING (BY OTHERS), AND

· OTHER ANCILLARY SITE IMPROVEMENTS AS SHOWN ON THESE

DRAWINGS.

3. ALL WORK SHALL BE PERFORMED WITHIN THE MALLARD STREET RIGHT-OF-WAY.

CONTRACTOR SHALL NOT DRIVE ON THE BEACH. ALL WORK SHALL BE

CONDUCTED FROM THE UPLANDS.

4. ALL WORK SHALL CONFORM TO THE AUTHORIZATION OBTAINED BY THE

COUNTY FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

(FDEP) AND THE BUILDING PERMIT TO BE OBTAINED BY THE CONTRACTOR. THE

CONTRACTOR WHO PERFORMS THE WORK SHALL POST ON THE JOB SITE THE

FDEP AUTHORIZATION AND PLACARDS FOR ANY OTHER REQUIRED PERMITS. THE

CONTRACTOR SHALL COMPLY WITH ALL TERMS OF THE PERMITS AS PERTAINING

TO PERFORMANCE OF THE WORK.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET ON-SITE WITH THE

ENGINEER OR THE ENGINEER'S DESIGNEE FOR A PRE-CONSTRUCTION MEETING

TO VERIFY CONSTRUCTION ACCESS LOCATIONS, DESIGN DETAILS, STAKING BY

THE CONTRACTOR, AND METHODS OF CONSTRUCTION.

6. EXISTING CONDITIONS AND EXISTING DATA ARE FROM A SURVEY BY SLIGER &

ASSOCIATES, INC. JOB#24-0898 DATED SEPTEMBER 09, 2024.

7. AERIAL FROM FDOT AND DATED MARCH 04, 2021.

8. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS OF THE WORK.

9. THE DESIGN — REPRESENTED BY THESE DRAWINGS AND THE TECHNICAL

SPECIFICATIONS — COMPLIES WITH F.A.C. 62B-33.0051.

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C1.0 COVER SHEET

C2.0 EXISTING CONDITIONS

C3.0 EROSION CONTROL PLAN

C3.1 DEMOLITION PLAN

C4.0 SITE PLAN

C5.0 GRADING PLAN

C5.1

PAVING, GRADING, AND DRAINAGE

CROSS-SECTIONS

C5.2

PAVING, GRADING, AND DRAINAGE

CROSS-SECTIONS

C6.0 DETAILS - SEAWALL & DEADMAN

C6.1 CONCRETE SEAWALL AND DEADMAN LAYOUT

C6.2

TYPE "A" PRESTRESSED CONCRETE SHEET PILE

WALL (CONVENTIONAL)

C6.3

PRECAST CONCRETE SHEET PILE CORNER PILE

(CFRP/GFRP)

C6.4 DETAILS - PIPE GUIDERAIL (ALUMINUM)

C6.5 DETAILS - EASTERN BEACH ACCESS STAIRS

C7.0 DETAILS - MISCELLANEOUS

AutoCAD SHX Text

NORTH

0+00.00 16.92'

0+22.02 17.22'

0+30.43 18.41'

0+33.53 20.20'

0+50.43 18.47'

0+69.06 17.93'

0+90.86 17.01'

0+99.91 16.63'

1+03.87 12.88'

1+15.39 7.19'

1+31.90 5.95'

1+53.46 5.29'

1+74.93 4.60'

1+97.94 3.37'

2+66.20 0.74'

2+87.10 0.34'

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20

-5'

15'

25'

-5'

15'

25'

PROFILE B

20'

10'

20'

10'

0' 2+24.29

2.25'

PROFILE A PROFILE B PROFILE BPROFILE B PROFILE B PROFILE B PROFILE B PROFILE B

PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B

3+14.42 -0.30'

PROFILE B

PROFILE A

0+00.00 16.95'

0+17.74 17.69'

0+35.48 18.42'

0+49.17 18.11'

0+64.76 17.72'

0+77.28 17.87'

0+97.34 16.39'

1+06.97 15.91'

1+18.11 10.29'

1+22.92 8.07'

1+50.98 5.37'

1+71.41 4.61'

1+95.60 3.60'

2+21.11 2.38'

2+45.51 1.44'

2+69.71 0.79'

2+93.90 0.15'

3+07.56 -0.17'

PROFILE APROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE APROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A

E X

G C

O N

C2.0

Scale in feet

40200 th

S tr e e t, V e ro

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-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

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SHEET

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D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

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L E

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LEGEND:

S D

ABBREVIATIONS:

NOTES

1. EXISTING SITE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE TOPOGRAPHIC SURVEY BY

SLIGER & ASSOCIATES, INC. - JOB#24-0898 DATED SEPTEMBER 09, 2024.

2. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT REPORT FROM AN AUTHORIZED TITLE PROFESSIONAL, OR A TITLE OPINION ISSUED BY AN ATTORNEY LICENSED BY THE FLORIDA BAR.

THEREFORE, THERE MAY BE ADDITIONAL MATTERS OF RECORD NOT SHOWN ON THIS SURVEY.

3. THE BEARINGS SHOWN IN THESE DRAWINGS ARE (GRID BEARINGS) BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS) EAST ZONE, 1983 NORTH AMERICAN DATUM (NAD 83), 2007 ADJUSTMENT.

4. UNDERGROUND FOUNDATIONS, IF ANY, WERE NOT LOCATED AND ARE NOT SHOWN AS PART OF THE

SURVEY.

5. ELEVATIONS REFER TO N.A.V.D. OF 1988.

6. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF.

7. MEAN HIGH WATER LINE WAS LOCATED AT ELEVATION 1.20 FEET NAVD88 ON SEPTEMBER 9, 2024.

AutoCAD SHX Text S27°04'52"E 995.71'

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EGRET AVE

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RES #4049

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RES #4101

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RES #4102

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FLOODZONE "AE"

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FLOODZONE "X"

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FLOODZONE "AE"

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FLOODZONE "X"

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ATLANTIC OCEAN

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SANDBAGS

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PEDESTRIAN BEACH APPROACH

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6' WOODEN WALKWAY W/ HANDRAIL

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6' VINYL FENCE

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1.0' CONC WALL

AutoCAD SHX Text 2.0' C&G

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CONC WALK

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STORM INLET TOP EL:16.31' SW INV:11.66'(18"RCP)

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CONCRETE

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SANDBAGS

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1.00' CONC WALL

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 5.85

AutoCAD SHX Text 1.2

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

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12 CMP INV EL:9.07' (ABANDONED)

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12 CMP INV EL:9.80' (ABANDONED)

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RECOVERED NAIL&DISK N:1743569.511 E:669889.782

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RECOVERED NAIL&DISK N:1743641.399 E:669854.713

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

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SEE PROFILE A

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SEE PROFILE B

AutoCAD SHX Text THAT PART OF EGRET AVE (PELICAN ST) LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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1.30' SEAWALL TOP EL:9.55'

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1.30' SEAWALL TOP EL:10.93'

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1.30' SEAWALL TOP EL:9.58'

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NORTH

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GAS VALVE

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GUY ANCHOR

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ELECTRIC SERVICE BOX

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FIRE HYDRANT

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WATER VALVE

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SANITARY SEWER VALVE

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HAND HOLE (ELECTRIC)

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RUV

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REUSE VALVE

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IRON PIPE WITH CAP

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CONCRETE MONUMENT

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IRON PIPE

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IRON ROD

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IRON ROD WITH CAP

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TELEPHONE RISER

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FOUND "X"/CUT IN CONCRETE

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PERMANENT CONTROL POINT

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WOOD POWER / UTILITY POLE

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AutoCAD SHX Text 0.00

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SITE BENCHMARK

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WATER METER

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MAIL BOX

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CLEAN OUT

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ELECTRIC METER

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CABLE TELEVISION BOX

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GAS METER

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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LIGHT POLE

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GTMH

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GREASE TRAP MANHOLE

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YARD LIGHT

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ELECTRIC PANEL

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ELP

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FIRE DEPARTMENT CONNECTION

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FIBER OPTIC CABLE BOX

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FOCB

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EXCEPTION NUMBER

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PARKING SPACE NUMBER

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FIBER OPTIC CABLE VAULT

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FOCV

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SSV

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HHE

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SIGN

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EXISTING ELEVATION

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ELECTRIC MANHOLE

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EMH

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NAIL & DISK

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-FO-

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AutoCAD SHX Text -W-

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-TV-

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-FM-

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-OH-

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BURIED FIBER OPTIC CABLE

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BURIED TELEPHONE CABLE

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BURIED WATER LINE

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BURIED ELECTRIC LINE

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BURIED GAS LINE

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BURIED TELEVISION LINE

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BURIED FORCEMAIN

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AERIAL UTILITY LINE

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-ST-

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BACKFLOW PREVENTER

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ELECTRIC RISER

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SIGNAL MAST ARM

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-SS-

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SANITARY PIPE

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TRAFFIC SIGNAL BOX

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TSB

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MONITORING WELL

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METAL SUPPORT POLE

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BOLLARD

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PEDESTRIAN CROSSING SIGNAL

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CONCRETE POWER / UTILITY POLE

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-RW-

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REUSE WATERLINE

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SANITARY RISER

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CONCRETE POST

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FLAGPOLE

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BUS BENCH

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FDC

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IRC

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IPC

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(TYP)

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SEC

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TWP

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RGE

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IRON ROD & CAP

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IRON ROD (NO CAP)

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IRON PIPE & CAP

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IRON PIPE (NO CAP)

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TYPICAL

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SECTION

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TOWNSHIP

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RANGE

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ILLEG.

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ORB

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(NR)

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ECP

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INV

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ILLEGIBLE

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MAP BOOK

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PAGE

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OFFICIAL RECORDS BOOK

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PLATTED DIMENSION

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DEED DIMENSION

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MEASURED DIMENSION

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CALCULATED DIMENSION

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RADIAL

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NON RADIAL

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ELLIPTICAL CONCRETE PIPE

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INVERT

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CENTERLINE

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SAN

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MES

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HDPE

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RCP

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CMP

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CPP

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VCP

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SANITARY

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MANHOLE

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MITERED END SECTION

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HIGH DENSITY POLYETHYLENE PIPE

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REINFORCED CONCRETE PIPE

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CORRUGATED METAL PIPE

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CORRUGATED PLASTIC PIPE

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VITRIFIED CLAY PIPE

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ELEVATION

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CHECK VALVE

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IRRIGATION VALVE

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REUSE VALVE

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FIRE HYDRANT

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TOP COVER

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TSP

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TOB

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TOE

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CLF

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FNC

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EOW

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LIGHT POLE

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POWER POLE

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GUY ANCHOR

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TRAFFIC SIGNAL POLE

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RIGHT OF WAY

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DRIVEWAY

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TOP OF BANK

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TOE OF SLOPE

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CHAINLINK FENCE

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AIR CONDITIONER

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FENCE

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EDGE OF WATER

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UTILITY EASEMENT

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ACCESS EASEMENT

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FP&L CO

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NGVD

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NAVD

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FLORIDA POWER & LIGHT COMPANY

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NATIONAL GEODETIC VERTICAL DATUM

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NORTH AMERICAN VERTICAL DATUM

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CENTRAL ANGLE

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RADIUS

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ARC LENGTH

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CHORD BEARING

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DIP

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PVC

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CONC

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RES

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DUCTILE IRON PIE

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POLYVINYL CHLORIDE

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CONCRETE

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RESIDENCE

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CLEANOUT

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FDOT

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FLORIDA DEPARTMENT OF TRANSPORTATION

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GLM

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GAS LINE MARKER

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LICENSED BUSINESS

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FDNR

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FLORIDA DEPARTMENT OF NATURAL RESOURCES

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USC & GS

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UNITED STATES COAST & GEODETIC SURVEY

AutoCAD SHX Text

AutoCAD SHX Text N&D

AutoCAD SHX Text

FND

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

NAIL & DISK

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PRESURE REDUCING VALVE

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IDENTIFICATION

AutoCAD SHX Text

POC

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POINT OF COMMENCEMENT

AutoCAD SHX Text

POB

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text W/

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WITH

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WATER VALVE

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WATER METER

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ASPH

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ASPHALT

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ARV

AutoCAD SHX Text

AIR RELEASE VALVE

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WOOD FENCE

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FINISHED FLOOR

AutoCAD SHX Text C&G

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

BH BIRCH TREE

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OK OAK TREE

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SG SWEET GUM TREE

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HK/HC HICKORY TREE

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UNK UNKNOWN TREE

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MP MAPLE TREE

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SC SYCAMORE TREE

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TREE SIZE

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(INCHES)

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BREAST HEIGHT

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MULTIPLE TRUNKS

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DIAMETER AT

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TREE

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TYPE

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TREE

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OK24\8

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SYMBOL

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%%UADDITIONAL ABBREVIATIONS-TREE LEGEND

AutoCAD SHX Text

CB CHINABERRY TREE

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PN SLASH PINE TREE

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PM PALM TREE

AutoCAD SHX Text

MG MAGNOLIA TREE

AutoCAD SHX Text

BY BAY TREE

AutoCAD SHX Text

EM ELM TREE

AutoCAD SHX Text

MU MULBERRY TREE

AutoCAD SHX Text

PNS SAND PINE TREE

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PNF LONGLEAF PINE TREE

AutoCAD SHX Text

BT BLACK TUPELO TREE

AutoCAD SHX Text

PNP POND PINE

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PNL LOBLOLLY PINE TREE

AutoCAD SHX Text

CD CEDAR TREE

AutoCAD SHX Text

CY CYPRESS TREE

AutoCAD SHX Text

DDD INDICATES THAT THE TREE IS LIKELY DEAD, DISEASED OR DYING

AutoCAD SHX Text

RT RAIN TREE

AutoCAD SHX Text

CR CREPE MYRTLE TREE

AutoCAD SHX Text

BB BOTTLE BRUSH TREE

AutoCAD SHX Text

CAM CAMPHOR TREE

AutoCAD SHX Text

SB SUGARBERRY TREE

AutoCAD SHX Text

ASH ASH TREE

AutoCAD SHX Text

WAX WAX MYRTLE TREE

AutoCAD SHX Text

JUN JUNIPER TREE

RED RED BAY TREE

0+00 1+00

2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

EROSION CONTROL FENCE

E R

O S

C O

N T R

O L P

L A

C3.0

Scale in feet

20100 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

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T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

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I, P

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F L O

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H E

G R

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T H

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L O

LEGEND:

EXISTING

PROPERTY LIMITS

PROPOSED

EROSION CONTROL FENCE

AutoCAD SHX Text

RES #4101

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

6' VINYL FENCE

AutoCAD SHX Text

1.0' CONC WALL

AutoCAD SHX Text 2.0' C&G

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

STORM INLET TOP EL:16.31' SW INV:11.66'(18"RCP)

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SANDBAGS

AutoCAD SHX Text

1.00' CONC WALL

AutoCAD SHX Text R/W

AutoCAD SHX Text

MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 5.85

AutoCAD SHX Text 1.2

AutoCAD SHX Text

SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

12 CMP INV EL:9.07' (ABANDONED)

AutoCAD SHX Text

12 CMP INV EL:9.80' (ABANDONED)

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1743569.511 E:669889.782

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

AutoCAD SHX Text

AutoCAD SHX Text THAT PART OF EGRET AVE (PELICAN ST) LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

AutoCAD SHX Text

1.30' SEAWALL TOP EL:9.55'

AutoCAD SHX Text

1.30' SEAWALL TOP EL:10.93'

AutoCAD SHX Text

SANDBAGS

AutoCAD SHX Text

SANDBAGS

2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

TREE TO BE REMOVED AS NECESSARY

FOR CONSTRUCTION ACCESS AND

PROPOSED GRADING (TYP)

WOODEN BOARDWALK AND BEACH

ACCESS STAIRS TO BE REMOVED

CONCRETE STEP

TO BE REMOVED

DAMAGED CONCRETE SEAWALL

WITHIN RIGHT OF WAY

TO BE REMOVED

CONTRACTOR TO CUT & REMOVE

TRAP BAGS WITHIN RIGHT OF WAY.

SAND TO REMAIN ON SITE

20'

CONSTRUCTION ACCESS

EROSION CONTROL FENCE

PORTION OF CONCRETE

SIDEWALK TO BE REMOVED

SIGN TO BE REMOVED AND REINSTALLED

AS NECESSARY FOR CONSTRUCTION

D E

M O

P L A

C3.1

Scale in feet

20100LEGEND:

WOODEN BOARDWALK AND BEACH ACCESS STAIRS TO BE REMOVED

TRAP BAGS/SANDBAGS TO BE REMOVED

PORTION OF CONCRETE SIDEWALK TO BE REMOVED

DAMAGED CONCRETE SEAWALL WITHIN RIGHT OF WAY TO BE REMOVED

TREES TO BE REMOVED AS NECESSARY FOR CONSTRUCTION ACCESS AND PROPOSED GRADING

CONCRETE STEP TO BE REMOVED

CONSTRUCTION ACCESS

SIGN TO BE REMOVED AND REINSTALLED AS NECESSARY FOR CONSTRUCTION ACCESS

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

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G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

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P A

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L O

NOTE:

1. CONTRACTOR TO LIMIT REMOVAL OF VEGETATION TO BE AS

MINIMAL AS PRACTICABLE.

2. CONTRACTOR TO PRESERVE TREES WHERE PRACTICABLE

WHILE MAINTAINING PROPOSED GRADES.

EXISTING

PROPERTY LIMITS

AutoCAD SHX Text

RES #4101

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

6' VINYL FENCE

AutoCAD SHX Text

1.0' CONC WALL

AutoCAD SHX Text 2.0' C&G

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

STORM INLET TOP EL:16.31' SW INV:11.66'(18"RCP)

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SANDBAGS

AutoCAD SHX Text

1.00' CONC WALL

AutoCAD SHX Text R/W

AutoCAD SHX Text

MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 5.85

AutoCAD SHX Text 1.2

AutoCAD SHX Text

SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

12 CMP INV EL:9.07' (ABANDONED)

AutoCAD SHX Text

12 CMP INV EL:9.80' (ABANDONED)

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1743569.511 E:669889.782

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

AutoCAD SHX Text

AutoCAD SHX Text THAT PART OF EGRET AVE (PELICAN ST) LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

AutoCAD SHX Text

1.30' SEAWALL TOP EL:9.55'

AutoCAD SHX Text

1.30' SEAWALL TOP EL:10.93'

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

136.4'

PROPOSED CONCRETE WALKWAY

S62° 55' 07"W 187.61'

TO CCCL

N62° 55' 07"E 188.21'

TO CCCL

PROPOSED

WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY COUNTY)

T A

LANDING

60.2'

25.4'

0.4'

AREAS DISTURBED AND/OR DENUDED BY

CONSTRUCTION ACTIVITIES TO BE PLANTED

WITH SEA OATS

PROPOSED CONCRETE

SHEETPILE SEAWALL WITH

CONCRETE CAP (TYP)

PROPOSED REINSTALLED SIGN

PROPOSED CONCRETE

PLUG WITH CHEMICAL

GROUT

S62° 55' 07"W 179.96'

TO CCCL

S62° 55' 07"W 178.95'

TO CCCL

PROPOSED

TIE-ROD (TYP)

PROPOSED

DEADMAN (TYP)

PROPOSED

GUIDERAIL

WITH HANDRAIL

(TYP)

0.5'

(TYP)

75' GUIDERAIL BOTH SIDES OF WALKWAY40' GUIDERAIL BOTH SIDES OF WALKWAY

E P

L A

C4.0

Scale in feet

20100

LEGEND:

EXISTING

PROPERTY LIMITS

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

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T A

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G A

N D

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N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

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S E

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M B

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H E

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PROPOSED

CONCRETE SHEETPILE SEAWALL WITH CONCRETE CAP

DEADMAN WITH TIE-ROD

LANDING AND BEACH ACCESS STAIRS

NATIVE DUNE PLANTING AREA

CONCRETE WALKWAY

CONCRETE PLUG WITH CHEMICAL GROUT

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE (INSTALLED BY THE COUNTY)

GUIDERAIL WITH HANDRAIL

AutoCAD SHX Text

RES #4101

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

6' VINYL FENCE

AutoCAD SHX Text

1.0' CONC WALL

AutoCAD SHX Text 2.0' C&G

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

STORM INLET TOP EL:16.31' SW INV:11.66'(18"RCP)

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SANDBAGS

AutoCAD SHX Text

1.00' CONC WALL

AutoCAD SHX Text R/W

AutoCAD SHX Text

MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 5.85

AutoCAD SHX Text 1.2

AutoCAD SHX Text

SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

12 CMP INV EL:9.07' (ABANDONED)

AutoCAD SHX Text

12 CMP INV EL:9.80' (ABANDONED)

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1743569.511 E:669889.782

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

AutoCAD SHX Text THAT PART OF EGRET AVE (PELICAN ST) LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

AutoCAD SHX Text

1.30' SEAWALL TOP EL:9.55'

AutoCAD SHX Text

1.30' SEAWALL TOP EL:10.93'

2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)22

1.2%

PROPOSED

CONCRETE

WALKWAY

PROPOSED CONCRETE

PLUG WITH CHEMICAL GROUT

0.70% 14.23'

14.23'

14.32'

16.84'

16.93'

19.37'

19.43'

16.50'

18.00' 16.30'

14.23'

CAP EL. 14.23'

CAP EL. 18.00'

21.10' M.E. 20.80' M.E.

23.40' M.E.

23.40' M.E. 14.23

CAP EL.

16.55'

17.10' M.E.

20.00' M.E. 18.88' M.E.

16.11'

20.00' M.E.

18.87' M.E.

18.60' M.E.

CAP EL. 18.00'

17.20' M.E.

20.00' M.E.

19.00' M.E. 21.00' M.E.

17.00' M.E.

14.23'

15.57'

PROPOSED

LANDING

PROPOSED

LANDING

19.52'

19.43'

15.57'

PROPOSED

LANDING

17.50'

18.00'

18.00' M.E.

16.42'

14.75'

14.75' 15.75'

22.00 M.E.'

21.00 M.E.'

20.00 M.E.'

19.00 M.E.'

18.00 M.E.'

17.00 M.E.'

9.55'

BELOW

WALL15.00

M.E.'

16.00 M.E.'

16.20 '

22.40 M.E.'

19.49'

19.43'17.19' M.E.

17.09' M.E.

PROPOSED

LANDING

19.58'

19.49'

18.00'16.50'

19.00'

18.75'17.75'

8.3% 8.3% MAX

PROPOSED

SWALE (TYP)

18.91'

19.00'17.00'

8.3% MAX 16.84'

PROPOSED

GUIDERAIL

WITH HANDRAIL

(TYP)

PROPOSED

SHALLOW

SWALE (TYP) 15.75'

PROPOSED

LANDING

PROPOSED BEACH

ACCESS STAIRS

CAP EL.

16.55'

PROPOSED WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY THE COUNTY)

E L E

V A

F E

E T N

A V

PROFILE

DISTANCE IN FEET

-20

-10

0+00 1+00 2+00

9.58' NORTH ADJACENT CAP PER

SURVEY DATED 9/9/2024

8.9' 50 YR FDEP STORM TIDE

2.4' FDEP 100 YR SCOUR

2.7' DESIGN SCOUR

10' FEMA 100 BFE

PROPOSED CONCRETE CAP

WITH CONCRETE SHEETPILE

PROPOSED BEACH ACCESS STAIRS

PROPOSED

CONCRETE WALKWAY

136.38'

PROPOSED FILL

EL. -12.77' TIP OF SEAWALL

PROPOSED EXTENT OF

NORTH RETURN WALL

58.2'

SOUTH RETURN WALL EXTENTION

23.4'

NORTH RETURN WALL EXTENTION

PROPOSED EXTENT OF

SOUTH RETURN WALL

WEST EAST

LANDING

LANDING 5'

LANDING

17.05' M.E. 17.14'

19.46' 19.54' 19.48' 19.40'

16.93' 16.84'

14.32' 14.23'

8.3% MAX 0.7%

8.3% MAX

4.11'

G R

A D

P L A

C5.0

Scale in feet

20100

LEGEND:

EXISTING

PROPOSED

PROPERTY LIMITS

ELEVATIONS

CONCRETE SHEETPILE

SEAWALL WITH CONCRETE CAP

LANDING AND BEACH ACCESS

STAIRS

NATIVE DUNE PLANTING AREA

CONCRETE WALKWAY

GUIDERAIL WITH HANDRAIL

CONCRETE PLUG WITH

CHEMICAL GROUT

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE

(INSTALLED BY COUNTY)

GRADE ELEVATION

MATCH EXISTING GRADE

ELEVATION

CONTOUR ELEVATION

17.2' M.E.

16.37' th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

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G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

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CUT & FILL TABLE

CUT CUYD FILL CUYD NET CUYD

10 308 298(FILL)

NOTE:

1. ALL FILL MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS OF

SUBSECTION 62B-33.005(7), F.A.C. SEE THE TECHNICAL SPECIFICATIONS

FOR BEACH FILL COMPATIBILITY REQUIREMENTS. CONTRACTOR SHALL

PROVIDE SAMPLE OF THE PROPOSED BEACH FILL TO ENGINEER AND

COUNTY FOR ACCEPTANCE.

2. CONTRACTOR TO MAKE MINOR ADJUSTMENTS TO PROPOSED GRADES

GRADES AS NECESSARY TO PRESERVE TRESS AND MATCH PROPOSED

DRAINAGE PATTERN.

AutoCAD SHX Text

RES #4101

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "AE"

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

6' VINYL FENCE

AutoCAD SHX Text

1.0' CONC WALL

AutoCAD SHX Text 2.0' C&G

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

STORM INLET TOP EL:16.31' SW INV:11.66'(18"RCP)

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SANDBAGS

AutoCAD SHX Text

1.00' CONC WALL

AutoCAD SHX Text R/W

AutoCAD SHX Text

MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 5.85

AutoCAD SHX Text 1.2

AutoCAD SHX Text

SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

12 CMP INV EL:9.07' (ABANDONED)

AutoCAD SHX Text

12 CMP INV EL:9.80' (ABANDONED)

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1743569.511 E:669889.782

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

AutoCAD SHX Text

AutoCAD SHX Text THAT PART OF EGRET AVE (PELICAN ST) LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

AutoCAD SHX Text

1.30' SEAWALL TOP EL:9.55'

AutoCAD SHX Text

1.30' SEAWALL TOP EL:10.93'

AutoCAD SHX Text

NORTH

x 13.00

V A

F E

E T N

A V

DISTANCE IN FEET

0+25

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

PROPOSED

CONCRETE

WALKWAY

R.O.W.

LIMITS

R.O.W.

LIMITS

NORTH SOUTH

18.42'

18.41'

16.90' 17.75'

PROPOSED

GRADE

18.87'

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

0+50

-20

-10

0 10 20 30 40 500-10-20-30-40-50

R.O.W.

LIMITS

R.O.W.

LIMITS

EXISTING

GRADE

PROPOSED

CONCRETE

WALKWAY

NORTH SOUTH

19.47' 19.56'

PROPOSED

GRADE

18.80'

18.60'

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+00

-20

-10

0 10 20 30 40 500-10-20-30-40-50

PROPOSED SEAWALL

EXISTING

GRADE

R.O.W.

LIMITS R.O.W.

LIMITS

NORTH SOUTH

16.93' 16.93' 18.00'

23.00'

PROPOSED

GRADE

PROPOSED FILL

EL. -9.00' TIP OF SEAWALL

16.50'

PROPOSED

CONCRETE

WALKWAY

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

0+75

-20

-10

0 10 20 30 40 500-10-20-30-40-50

R.O.W.

LIMITS R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

EXISTING

GRADE

NORTH SOUTH

18.95' 19.01'

20.80'

18.00' 18.77'

PROPOSED

GRADE

P A

G G

R A

G A

N D

D R

A G

E C

R O

S S

-S E

C T

N S

C5.1 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

V A

F E

E T N

A V

DISTANCE IN FEET

1+25

-20

-10

0 10 20 30 40 500-10-20-30-40-50

PROPOSED

SEAWALL

PROPOSED FILL

EXISTING

GRADE

PROPOSED

SEAWALL

R.O.W.

LIMITS

R.O.W.

LIMITS

NORTH SOUTH

15.72' 15.72'

15.15'

PROPOSED

GRADE

EL. -11.28' TIP OF SEAWALLEL. -11.28' TIP OF SEAWALL

PROPOSED

TIE-ROD

CONCRETE

WALKWAY

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+40

-20

-10

0 10 20 30 40 500-10-20-30-40-50

PROPOSED SEAWALL

PROPOSED

FILL

EXISTING

GRADE

R.O.W.

LIMITS

R.O.W.

LIMITS

NORTH SOUTH

14.23' 14.23' 14.23'

14.23'

PROPOSED

GRADE

EL. -12.77' TIP OF SEAWALLEL. -12.77' TIP OF SEAWALL

PROPOSED

CONCRETE

WALKWAY

P A

G G

R A

G A

N D

D R

A G

E C

R O

S S

-S E

C T

N S

C5.2 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

22'

TOP OF CAP = +14.23' EL (NAVD88)

DESIGN WATER TABLE

ELEVATION +10.0' EL (NAVD88)

DESIGN BERM ELEVATION

+2.7' EL (NAVD88)

WEST EAST

PROPOSED 1.5" DIA.

SS ANCHOR ROD

PROPOSED CONCRETE

SHEET PILE SEAWALL

PROPOSED

CONCRETE

DEADMAN

4"X4"X5

8" SS ANCHOR PLATE

WITH TWO NUTS (TYP.)

9 - #6

GFRP

BARS

#5 GFRP STIRRUPS @ 9" O.C.

PROPOSED

FILTER

CLOTH (TYP)

3" MIN.

COVER 24"

10"

3" MIN.

COVER

12"

24"

6"6"

12"

3" MIN.

COVER24"

3" MIN.

COVER

#5 @5.9" O.C.

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

#5 @5.9" O.C.

10"3" MIN

COVER

3" Ø HOLE

W/PVC SLEEVE

6"X6"X5

8" SS PLATE

W/NUT & WASHER

TOP OF DEADMAN

EL. VARIES

1-1/2" SS

TIE ROD

PROPOSED

CONCRETE

SEAWALL

#6 GFRP BARS #5 GFRP BARS

STIRRUP @ 9" O.C.

(TYP)

PROPOSED

CONCRETE CAP

24"

PROPOSED CAP

EL. +14.23'

NORTHSOUTH

PROPOSED

CORNER

PILE

PROPOSED

CORNER

PILE

14 PRESTRESSED CONCRETE SHEETPILES (TYP.)

PROPOSED

CONCRETE

PLUG

PROPOSED

CHEMICAL

GROUT

EL +2.0' NAVD

EL -12.77' NAVD

EL -6.0' NAVD

APPROXIMATE EXISTING

GRADE +4.0' NAVD PER

FIELD VISIT OCT 2024

EXISTING CAP

+9.58' EL (NAVD88)

PROPOSED

CAP EL.

+16.55'

WEST

23.4'

EL -12.77' NAVD

PROPOSED

CAP EL. +14.23'

EXISTING

GRADE

PROPOSED

CORNER

CONCRETE

PILE

EAST

0.25'

(TYP)

1.0'

(MIN) 2'

PROPOSED

GRADE

(T Y

EL -10.45' NAVD

9 PRESTRESSED

CONCRETE SHEETPILES

(TYP.)

PROPOSED

CAP EL. +18'

WEST

38.2'

EL -12.77' NAVD

PROPOSED

CAP EL. +14.23'

EXISTING

GRADE

EAST

20'

0.25'

(TYP)

1.0'

(MIN)

PROPOSED

GRADE

Y P

EL -9.00' NAVD

23 PRESTRESSED CONCRETE SHEETPILES (TYP.)

TOP OF CAP = VARIES EL (NAVD88)

4"X4"X5

8" SS ANCHOR

PLATE WITH TWO NUTS

(TYP.)

9 - #6

GFRP BARS

PROPOSED CONCRETE

SHEET PILE RETURN WALLS

#5 GFRP STIRRUPS

@ 9" O.C.

TURN BUCKLE

TIE-ROD

PROPOSED

FILTER

CLOTH (TYP)

12"

24"

6"6"

12"

3" MIN.

COVER

3" MIN.

COVER

24"

3" MIN.

COVER

3" MIN.

COVER

24"24"

35.5'

PROPOSED

CONCRETE

SEAWALL

#6 GFRP BARS

PROPOSED

CONCRETE

CAP

#5 GFRP BARS

STIRRUP @ 9" O.C.

(TYP)

#6 GFRP

BENT BARS

D E

T A

E A

W A

L L

D E

A D

M A

C6.0

SEAWALL WITH DEADMAN SECTION DETAIL

CONCRETE DEADMAN - TYPICAL DETAIL

TYPICAL REBAR CONFIGURATION

SEAWALL ELEVATION DETAIL

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

NORTHERN RETURN WALL ELEVATION DETAIL SOUTHERN RETURN WALL ELEVATION DETAIL

NORTH & SOUTH RETURN WALLS SECTION DETAIL

TYPICAL CORNER REBAR

CONFIGURATION DETAIL

° 3

' 0

R E

S T R

E S

S E

D C

O N

C R

E T E

S H

E E

T P

S P

R E

C A

S T C

O R

N E

R P

S64° 22' 18"W 60.2'

23 PRESTRESSED CONCRETE SHEET PILES

PROPOSED

TIE-ROD (TYP)

PROPOSED

CONCRETE CAP

WITH CONCRETE

SHEETPILE

S64° 22' 18"W 25.4'

9 PRESTRESSED CONCRETE SHEETPILES

90°

(T Y

(TYP)

(T Y

EXISTING

SEAWALL

22'

(TYP)

2.75'

MIN.

CORNER PILE

C O

N C

R E

T E

S E

A W

A L L A

N D

D E

A D

M A

N L

A Y

O U

C6.1 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

C B

TYPICAL PILE

A B

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

SECTION A-A SECTION B-B SECTION C-C

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

C B

TYPICAL PILE

A B

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

SECTION A-A SECTION B-B SECTION C-C

S1 S2 S3 S4 S5 S6 S7

1'-11 34" 1'-9 12" 2'-2"

1'-6 34" 1'-10 34"

11" 1'-7 14"

DIMENSION A

NOTES:

1. INTERMEDIATE PRESTRESS STRANDS NOT SHOWN IN ELEVATIONS AND SECTIONS.

2. ALL BAR DIMENSIONS ARE OUT-TO-OUT.

3. BARS A ARE #5 AND BARS S ARE #4.

4. AT THE CONTRACTOR'S OPTION BARS S MAY BE FABRICATED AS A TWO PIECE BAR

AS SHOWN IN THE BAR BENDING DIAGRAM.

5. THE CONTRACTOR MAY USE DEFORMED WELDED WIRE REINFORCEMENT MEETING

THE REQUIREMENTS OF SPECIFICATION SECTION 931 IN LIEU OF BARS A AND

BARS S IF THE WIRE SIZE AND SPACING PROVIDE THE SAME AREA OF

REINFORCING STEEL PER FOOT AS THE BARS SHOWN.

11"

(TYP)

(T Y

L= 26 FT

X = 0 FT

10"

(TYP)

2 ~ Bars A

Slope only on the tongue side

Prestressed Strands

Bars S2

Pick-up Strand(S)

3 4

3 14" Spacing for Bars S

6 sp. @ 4"Spaced at 1'-0" Maximum6 sp. @ 4"4 12"

Bars S1

Bar S5

Bar S4

11"

(TYP)

(T Y

26 FT

0 FT

10"

(TYP)

Prestressed Strands

Bars S3

Bars S2

Pick-up Strand(S)

3 4

3 14" Spacing for Bars S

6 sp. @ 4"Spaced at 1'-0" Maximum6 sp. @ 4"4 12"

Varies

1' - 0"

45°

(M in

L a p

6" 6"

4" (Typ.)

A A

See Detail "D" 12"

C o ve r

Bars A

Bars S1

3" Cover (Typ.)

s p

E a c h S id e

(S tr a n d s) s p

E a c h S id e

(S tr a n d s)

See Detail "E" 12"

C o ve r

Bars S2

C o ve r

3" Cover (Typ.)

s p

E a c h S id e

(S tr a n d s)

C o ve r

12"

Bars A

Bars S3

3" Cover (Typ.)

C o ve r

Bars A

4 316" 3 58" 4 316"

2 58"

4" 4" 4"

3" 2"

TYPE "A" PRESTRESSED CONCRETE SHEET PILE WALL (CONVENTIONAL)

T Y

P E

R E

S T R

E S

S E

D C

O N

C R

E T E

S H

E E

T P

W A

L L

(C O

N V

E N

N A

L D

E T A

C6.2 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

PRECAST CONCRETE SHEET PILE CORNER PILE (CFRP/GFRP)

Note: All Bar dimensions are out-to-out.

A5A4A3A2

** This Bar A4 (not shown in elevation) is included only if T = 12".

* This Bar A4 shall be 1'-2" shorter than other A4 bars for T = 12".

For 12" Pile

Bars A3

Bar A6 Bars A2** Bar A4

Bar A5

* Bar A4

3" Cover S2

See Section C-C

Fo r 1

2" P ile

Bars S1

Bar A6

Bars A3 2" (Typ.)

** Bar A4 Bar A5

* Bar A4 Bars A1

See Section C-C

Pick-up Strand(s)

Spacing for Bars S

Bars A3Bars A5

Bar A4 Bars A12 ~ Bars A2

This A4 bar ends here if T=12"

Bars S5 Bars S4

Fo r 1

2" P ile

Bars S3 D C B

D C B A

SECTION D-D (T=12")

END VIEW

SECTION A-A SECTION B-B

BAR BENDING DIAGRAMS

BARS A

ELEVATION

(TYPE "C1" PILE SHOWN, TYPE "C2" PILE OPPOSITE HAND)

STIRRUPS S

(3 - Piece)

STIRRUPS S

(2 - Piece)

Bars A2

Bar A4

Bar A5

Bar A4 Bars A3

Bar A6

Bar S5 Bar S4

Bar S3

Bar S2

Fo r 1

2" P ile

Bars S2

Bar A4

Bars A2

Bar A5

Bars A3

Bar A6

** Bar A4

For 12" Pile

SECTION C-C (T=12")

℄ SEAWALL

L=26 FT

1' - 4"

(TYP) 10 58" 2' - 2" X=0 FT

1' - 9"

3" (Typ.)

10" (Typ.)

4" 6 sp. @ 4" Spaced @ 1' - 0" Maximum 6 sp. @ 4"

3 14"

Bars S1Bars S2

T 2

(T yp

3" Cover

1' - 9"

R2 R3

" 1' - 2" Varies

1' - 0"

45° (Bars A2 only)

NOTES:

1. ALL BAR DIMENSIONS ARE OUT-TO-OUT.

2. BARS A ARE GFRP #8 AND BARS S ARE GFRP #4.

3. THIS DRAWING INCLUDES INFORMATION FOR PRECAST CORNER PILES FOR 12"

THICK SHEET PILE SYSTEMS.

4. IF TYPE "C1" OR "C2" PILE IS USED AS A STARTER PILE SHOW TONGUE ON BOTH SIDES

OF PILE FROM DIM. X DOWN. SHOW DIMENSIONS FOR BARS S2, S3, S4 & S5 IN

SHOP DRAWINGS.

5. AT THE CONTRACTOR'S OPTION BARS S MAY BE FABRICATED AS A 2 PIECE OR 3 PIECE

BAR WITH A MINIMUM LAP LENGTH OF 8", AS SHOWN IN BAR BENDING DIAGRAMS, OR

AS A SINGLE CLOSED BAR (HOOP) WHEN APPROVED BY THE ENGINEER.

6. IF TONGUE MUST BE ON OPPOSITE SIDE (GROOVE SIDE) FROM THAT SHOWN,

ALL DIMENSIONS AND REINFORCEMENT SHALL FOLLOW THE CORRESPONDING TONGUE

OR GROOVE SIDE.

90° 12

BAR MARKT (in.) R1 R2 R3θ

8 14"

7 12"

6 3 4"

4 3 4"

6 14"

5 12"

4 3 4"

6 3 4"

STIRRUP DIMENSIONS

Z (in.)

Y (in.)

T (in.) 12

4 316"

SHEET PILE DIMENSIONS

Y 3 58" Y

2" 2 58" 1

-3

6" 1-3"

2 14"

1 2

P R

E C

A S

T C

O N

C R

E T E

S H

E E

T P

C O

R N

E R

E C

F R

P /G

F R

P D

E T A

C6.3 th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

℄ POST

HANDRAIL

℄ POST

HANDRAIL

RAILINGS ON GRADES STEEPER THAN 5% TO 8.33%

ELEVATION

(SHOWING INSIDE FACE OF RAILING)

POST SPACING

(TYP.)

6'-0" (MAX.) ~ EQUAL PANELS1'-6"

(TYP.)

MIN.

1'-6"

MIN.

1'-6"

30'-0" MAX. FOR SLOPES > 6.25%40'-0" MAX. FOR SLOPES ≤ 6.25%

RAMP

3' -6

6'-0" MIN.

BOTTOM LANDING

5'-0" MIN.

INTERMEDIATE LANDING

30'-0" MAX. FOR SLOPES > 6.25%40'-0" MAX. FOR SLOPES ≤ 6.25%

RAMP

5'-0" MIN.

TOP LANDING

2' -6

GRADE2'

-1

2' -1

RAMP REQUIREMENTS

MAX. LANDING SLOPE = 2%

MAX. LANDING CROSS-SLOPE = 2%

LANDING REQUIREMENTS

FOR SLOPES GREATER THAN 5%:

MAX. RAMP SLOPE = 8.33%

MAX. RAMP CROSS-SLOPE = 2.0%

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X6 RAIL

2X8 RAIL

6X6

POST

6X6

POST

CONCRETE

CAP

SEE "TYPICAL RAILING DETAILS"

FOR POST & RAIL DETAILS

HANDRAIL (TYP.)

ADDITIONAL EDGE PROTECTION (TYP.)

(SEE NOTE 1)

TOP OF

SIDEWALK

SEE PLANS FOR

CONTINUATION OR

TERMINATION LIMITS

OF RAILING

4" (TYP.)

SECTION OF GUARDRAIL TO MEET

REQUIREMENTS OF FBC SECTION 1012.10

6" STANDARD

℄ GUIDERAIL & ANCHOR BOLTS

6" SIDEWALK WITH

THICKENED EDGE

OPTIONAL 4~BOLT

ANCHORAGE

(SHOWN DASHED)

3' -6

45°

SLOPE 2% MAX. (AWAY

FROM DROP-OFF)

6" (M

9"VARIES

(3' MIN. REQUIRED FOR

STABILITY OF RAILING)

O R

C H

O R

ADDITIONAL EDGE

PROTECTION

(SEE NOTE 1)

(2) #5 BARS

3" MIN. COVER

4" (M

℄ Bolt Holes

℄ Guiderail

℄ Guiderail & ℄ Bolt Holes

16" Ø Holes (Max.) for

16" Anchorage Bolts with

Flat Washers (Typ.)

16" Ø (Max.) Holes for

4" Anchor Bolts with

Flat Washers (TYP.)

Post

4"23

4"23 4"11

3" 3"

TYPICAL BASE PLATE DETAIL

(2~Bolt Anchorage)

4"23

4"23 4"11

21 4"

4" 21 4"

2" ⅊ Base Plate

TYPICAL BASE PLATE DETAIL

(4~Bolt Anchorage)

D E

T A

G U

R A

L U

U M

C6.4

TYPICAL RAILING SECTION

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

TYPICAL RAILING ELEVATION

TYPICAL CONCRETE WALKWAY

NOTE:

1. CONTRACTOR TO ADD HORIZONTAL BAR

ALONG LIMITS OF GUIDERAIL TO COMPLY WITH

FBC 1012.10 EDGE PROTECTION.

AutoCAD SHX Text 6'

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text 2%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

CUT

AutoCAD SHX Text

3:1 MAX. SLOPES

AutoCAD SHX Text

OFF ROADWAY

1 CONCRETE: 6", 3000 PSI FIBER REINFORCED. LIGHT BROOM CONCRETE: 6", 3000 PSI FIBER REINFORCED. LIGHT BROOM FINISH, CURED WITH A WHITE CURING COMPOUND AS PER FDOT STANDARD SPECIFICATION SECTION 925-2.1. 2 SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. DENSITY - AASHTO T-180 le va tio n F e e t-

N A

V D

5 12"

1 12"

11 34"

5 12"

6" MIN.

5.5" RISE

11 34" RUN

5.5" RISE

11 34" RUN

2X6 DECKING (TYP.)

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X8

RAIL

2X6 RAIL

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X8 RAIL

8" SS BOLT

W/NUT &

WASHER (TYP)

2" SS BOLT

W/NUT &

WASHER

(TYP)

2X6

TOE KICK (TYP)

2X6 DECKING

(TYP)

2X12

STRINGERS

PROPOSED CONCRETE CAP

+14.23' EL (NAVD88)

6X6

POST

(TYP)

6X6 POSTS

SHALL HAVE A MINIMUM

EMBEDMENT OF 8' BELOW

EXISTING GRADE OR TO

ELEVATION 0.0' NAVD

WHICHEVER IS LOWER (TYP)

2X12

PILE CAP

(TYP)

1 12" Ø GRASPABLE HANDRAIL FASTENED PER

MANUFACTURING SPECIFICATIONS (TYP)

HANDRAIL TO RETURN

TO GUARDRAIL PER

FBC REQUIREMENT

6X6

BLOCK

(TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

2X6 RAIL

2X6 DECKING (TYP.)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X10 STRINGERS (TYP.)

PROPOSED +4.11' EL (NAVD88)

6.0' (TYP.)

6' (TYP.)

21.56'

12" MINIMUM

12"

38" Max.

34" Min.

42"

10.12'

3.10'

6.5'

6X6

POST

2X12

STRINGERS

2X12

PILE CAP

2X12

STRINGERS

2X12

STRINGERS

2X12

STRINGERS

2X12

STRINGERS

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST6X6

POST

6X6

POST

LTS18SS SIMPSON STRONG

TIE SS TWIST STRAP (TYP)

6X6

POST

6X6

POST

2X12

PILE

CAP (TYP.)

21.56'

STAIRS

LANDING

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.3'

1 34" 1 34"

Top of Handrail 34" Min. to 38" Max.

42"

1.5' 1.5' 1.5' 1.5'

1 12" Ø GRASPABLE HANDRAIL FASTENED PER

MANUFACTURING SPECIFICATIONS (TYP)

LTS18SS SIMPSON STRONG

TIE SS TWIST STRAP (TYP)

6X6 POST (TYP)

2X12

PILE CAP

(TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

8" SS BOLT

W/NUT &

WASHER (TYP)

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X6 RAIL (TYP)

2X8 RAIL (TYP)

2X6

DECKING

(TYP)

2X12

STRINGERS

(TYP)

USE TWIST

STRAP AT

JOINT

LOCATIONS

AND BOLTS

ELSEWHERE

8" SS BOLT

W/NUT &

WASHER (TYP)

≤3'

≤5' 2X10

(TYP)

≤1'

2 #10 2.5" S.S.

DECK SCREWS

(TYP.)

EXISTING

GRADE

≤1'

C6.5

BEACH ACCESS - WEST ELEVATION

BEACH ACCESS STAIRS & LANDING - FRAMING PLAN BEACH ACCESS STAIRS - SECTION

BEACH ACCESS STAIRS - DETAIL

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

D E

T A

A S

T E

R N

B E

A C

H A

C C

E S

S S

T A

NOTE:

1. THE TURTLE BARRIER IS REQUIRED WHERE A GAP BETWEEN THE

EXISTING BEACH GRADE AND DUNE OVERWALK EXISTS THAT IS

LESS THAN 5 FT MEASURED HORIZONTALLY OR 3 FT

MEASURED VERTICALLY, TO REDUCE THE GAP, AS REQUIRED BY

THE FDEP PERMIT, THE CONTRACTOR SHALL INSTALL 2X10S

HORIZONTALLY BETWEEN THE TWO ADJACENT POSTS SPACED

AT 1 FT OR LESS.

TURTLE BARRIER - DETAIL

18" O.C. (Typ)

Approximate Existing Grade

Established Roots

18" O.C.

(Typ)

18" O.C.

(Typ)

18" O.C.

(Typ)

D E

T A

E L L A

N E

O U

S th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

G R

E T A

V E

N U

E P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

C7.0

TYPICAL PLANTING DETAILTYPICAL PLANTING DETAIL

TYPICAL PLANTING LAYOUT

PLANT TYPE

SEAGRAPE

REMAINING AREA TO BE:

SEA OATS

DUNE SUNFLOWER

PLANTING SCHEDULE

SCIENTIFIC NAME

COCCOLOBA UVIFERA

UNIOLA PANICULATA

HELIANTHUS DEBLIS

PERCENT

90%

10%

SPACING

5 FEET O.C.

18 INCH O.C.

BARRIERS FOR FILL SLOPES

N.T.S.

TYPE III SILT FENCE

TYPE IV SILT FENCE

NOTES FOR SILT FENCES

SILT FENCE APPLICATIONS

N.T.S.

EROSION CONTROL DETAILS

N.T.S.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes toward the top of slope.

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

ALONG FILL SLOPE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes away from the top of slope.

AutoCAD SHX Text

AT TOE OF SLOPE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ELEVA…

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File details come from the government source that posted it. Updated Mar 23, 2026.