Attachment_C_-_Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- B-8-26-29
- Issued by
- Brevard County, Florida
About this file
This is a bid drawing set prepared by AtkinsRealis for the Max Brewer Shoreline Restoration Project, a waterfront restoration initiative in Titusville, Florida under the direction of Brevard County Natural Resources. The project encompasses the restoration of the northern shoreline along Max Brewer Memorial Parkway adjacent to the Indian River. The primary scope involves beach nourishment through the placement of approximately 20,000 cubic yards of beach-quality sand transported by truck and mechanically graded to create a constructed beach with a crest elevation of +1.0 feet (NAVD 88) and a tolerance of ±6 inches subject to county approval. The project extends approximately 1,280 linear feet along the shoreline and includes erosion control measures, vegetation planting with native species including cordgrass, saltgrass, and mangroves, post-and-rope fencing to protect plantings, and a floating turbidity barrier system. The drawings indicate a construction baseline established with specific station coordinates and include detailed cross-sections, staging area specifications, and environmental protection specifications including seagrass and mangrove avoidance requirements based on surveys conducted in December 2021 and September 2022.
The drawings were prepared in December 2025 and are marked as bid drawings for bidding purposes only, with the notation that site conditions have changed since the topographic survey was performed in May 2022 and that the final fill quantity will be based on a pre-construction survey. The project location data references the Florida State Plane Coordinate System, East Zone, with elevations referenced to the North American Vertical Datum of 1988 (NAVD 88). All work will be coordinated with Brevard County Natural Resources and must comply with Florida Statute 553.851 regarding excavation notice requirements. The drawings specify that excavation notice must be provided 2 to 5 days before work begins and identify the surveyor as Morgan & Eklund, Inc. The design incorporates environmental best management practices including silt fencing installation and sediment removal protocols to manage runoff and protect the adjacent Indian River environment.
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NOTICE
THE INFORMATION IN THIS DOCUMENT WAS PREPARED BY ATKINSRÉALIS. WHILE ATKINSRÉALIS HAS TAKEN ALL REASONABLE STEPS TO ASSURE THE ACCURACY OF THE INFORMATION CONTAINED IN THIS DOCUMENT, IT CANNOT GUARANTEE THAT CHANGES OR ALTERATIONS TO THIS DOCUMENT WILL NOT BE MADE BY PERSONS OTHER THAN ATKINSRÉALIS PERSONNEL AFTER THE DOCUMENT LEAVES THE POSSESSION OF ATKINSRÉALIS. CHANGES OR ALTERATIONS MAY BE SAFETY RELATED AND RESULT IN DAMAGE TO PROPERTY, PERSONAL INJURY OR DEATH. IF VERIFICATION OF THE INFORMATION CONTAINED IN THIS DOCUMENT IS NEEDED, CONTACT SHOULD BE MADE DIRECTLY
WITH ATKINSRÉALIS.
THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY, WITH CERTIFIED RAISED SEAL IF APPLICABLE, IN ORDER TO INSURE THE ACCURACY OF THE INFORMATION CONTAINED THEREIN AND TO FURTHER INSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE TO THE DOCUMENT. NO RELIANCE SHOULD EVER BE MADE ON A DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC MEANS UNLESS IT IS FIRST COMPARED TO THE ORIGINAL. ATKINSRÉALIS MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, CONCERNING THE ACCURACY OF THE INFORMATION CONTAINED IN ANY DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR
OTHER ELECTRONIC MEANS.
ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SI=E BY REPRODUCTION.
ORIGINAL SI=E� 11� X 17�.
BID DRAWINGS
TITUSVILLE, FLORIDA
BREVARD COUNTY
MAX BREWER SHORELINE
RESTORATION PROJECT
DECEMBER 2025
ATKINSRÉALIS
2671 W EAU GALLIE BLVD, SUITE 104
MELBOURNE, FL 32935
(321) 242-4942
ENGINEER
BREVARD COUNTY
NATURAL RESOURCES
2725 JUDGE FRAN JAMIESON WAY
BUILDING A, ROOM 219
VIERA, FL 32940
(321)-633-2016
OWNER
SURVEYOR
CALL SUNSHINE @ 1-800-432-4770
FL. STATUTE 553.851 (1979) REQUIRES A
DAYS NOTICE BEFORE YOU EXCAVATE.
MIN. OF 2 DAYS AND MAX. OF 5
"INVESTIGATE BEFORE YOU EXCAVATE"
MORGAN & EKLUND, INC
8745 US HWY #1
P.O. BOX 701420
WABASSO, FL 32970
(772)388-5364
DRAWING INDEX
G-000 COVER SHEET
G-001 GENERAL NOTES
1"=2,000'
LOCATION MAP
THE PROJECT AREA IS LOCATED WITHIN TITUSVILLE, AND INCLUDES
A PORTION OF THE NORTHERN SHORELINE ALONG MAX BREWER
MEMORIAL PARKWAY.
EXISTING CONDITIONS
ENGINEER OF RECORD:
DATE:
NOT VALID FOR PERMITTING UNLESS SIGNED IN THIS BLOCK
CORPORATE OFFICE:
4030 BOY SCOUT BOULEVARD SUITE 700
TAMPA, FL 33607
FBPR CERTIFICATE OF AUTHORIZATION NO. 24
LOCAL OFFICE:
2671 W. EAU GALLIE BLVD, SUITE 104
MELBOURNE, FL 32935
TEL: (321) 242-4942
BARTOW
GAINESVILLE
OCALA
SARASOTA
PENSACOLA
PANAMA CITY
TAMPA
LAKE CITY
TALLAHASSEE
CHIPLEY
REV.051486DWG072484
KEY WEST
BEACH
WEST PALM
FT. PIERCE
FT.
LAUDERDALE
MIAMI
LAKE
OKEECHOBEE
BOCA RATON
ORLANDO
DELAND
ST AUGUSTINE
DAYTONA BEACH
JACKSONVILLE
POMPANO BEACH
PROJECT
LOCATION
C-101
BEACH SITE OVERVIEWC-102
PROPOSED BEACH TEMPLATEC-103 TO C-104
PROJECT
LIMITS
N
A
M
X
B
R
E
W
E
M
M
O
R
I
L
P
K
W
Y
ACCESS ROAD AND STAGING AREAC-105
TYPICAL BEACH PROFILE
C-108 TO C-111
EROSION CONTROL PLANC-112
SIGN DETAILSC-114
EROSION CONTROL DETAILSC-115
CROSS SECTIONS
C-106
VEGETATION PLANTING PLANC-113
HISTORICAL CONDITIONSC-100
C-107 TYPICAL STAGING AREA PROFILE
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
MAX BREWER SHORELINE
RESTORATION PROJECT
GENERAL NOTES
NTS JRK
BID DRAWINGS
MCD JAB SMY
G-001
GENERAL NOTES
1. GRID COORDINATES SHOWN ARE IN FEET, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NGS ADJUSTMENT OF 2011 (NAD 83/11).
2. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88).
3. EXISTING SEAGRASS LOCATION DATA IS BASED ON THE SEAGRASS INVESTIGATION PERFORMED BY ATKINSRÉALIS
DATED SEPTEMBER 19-22, 2022.
4. EXISTING MANGROVE LOCATION DATA IS BASED ON THE MANGROVE INVESTIGATION PERFORMED BY ATKINS DATED
DECEMBER 9, 2021.
5. IDENTIFIED MANGROVES SHOWN ON THE PLAN SET SHALL BE AVOIDED.
6. EXISTING ORDINARY HIGH WATER LINE ELEVATION AND SITE INFORMATION IS BASED ON THE TOPOGRAPHIC
SURVEY PERFORMED BY MORGAN & EKLUND, INC. DATED MAY 06, 2022.
7. THE BEACH CREST ELEVATIONS WILL BE CONSTRUCTED TO AN ELEVATION OF +1.0-FEET.
8. THE BEACH CREST ELEVATIONS WILL BE CONSTRUCTED WITH A + 6-INCH TOLERANCE WITH PRE-APPROVAL FROM
THE COUNTY.
9. CONSTRUCTION OF BEACH WILL BE COMPLETED UTILIZING SAND TRANSPORTED BY TRUCK AND MECHANICALLY GRADED TO
MEET THE LINES AND GRADES SHOWN IN THE PLAN SET. FILL MATERIAL WILL CONSIST OF BEACH QUALITY SAND COMPATIBLE
WITH THE NATIVE SUBSTRATE.
10. AERIAL PHOTOGRAPHS WERE PROVIDED BY BING MAPS AND DATED 2019 AND 2020.
CONSTRUCTION BASELINE
STATION NORTHING EASTING
0 + 00 1559922.2630 722684.6032
8 + 00 1560415.6544 723314.3371
12 + 00 1560671.3586 723621.9333
14 + 00 1560809.4919 723766.5680
FILL SITE OVERVIEW
APPROXIMATE FILL QUANTITY
9,537 CY
APPROXIMATE FILL LENGTH 1,280 LF
FOR BID DRAWING PURPOSES ONLY
*SITE CONDITIONS HAVE CHANGED SINCE THE TOPOGRAPHIC
SURVEY WAS PREFORMED AND FILL QUANTITY WILL BE BASED
ON PRE-CONSTRUCTION SURVEY FOR BIDDING PURPOSES,
20,000 CY IS ASSUMED PRIOR TO THE APPLICATION OF THE VEQ.
9+00 10+00
11+00 12+00
13+00 14+00
A M
A X
B R
E W
E R
M E
M O
R
IA
L P
K W
Y
-4'
-3'
-2'
0'
4'
-1'
1'
2'
3'
5'
-3'
-2'
-1'
GDG
INDIAN RIVER
INDIAN RIVER
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
LEGEND
0 150 300
SCALE: 1" = 150'-0"
N
O
T
H
MANGROVE BOUNDARY
-0.3' ORDINARY HIGH WATER LINE
CONSTRUCTION BASELINE
1993 HISTORICAL SHORELINE
FOR BID DRAWING PURPOSES ONLY
FILL AREA WITHIN OHWL TO
HISTORICAL SHORELINE
FILL AREA WITHIN PROPOSED
TEMPLATE AND HISTORICAL
SHORELINE
MAX BREWER SHORELINE
RESTORATION PROJECT
HISTORICAL CONDITIONS
1" = 150' JRK
BID DRAWINGS
MCD JAB SMY
C-100
0.95 AC
1.17 AC
9+00 10+00
11+00 12+00
13+00 14+00
A M
A X
B R
E W
E R
M E
M O
R
IA
L P
K W
Y
-4'
-3'
-2'
0'
4'
-1'
1'
2'
3'
5'
-3'
-2'
-1'
GDG
INDIAN RIVER
-1'
-3
5'
3'
PROPOSED PARKING LOT
LAYOUT CONSTRUCTED BY
OTHERS UNDER FDEP PERMIT
441778-1-58-01
INDIAN RIVER
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
LEGEND
0 150 300
MANGROVE BOUNDARY
SEAGRASS % COVER
-0.3' ORDINARY HIGH WATER LINE
CONSTRUCTION BASELINE
1-2 %
3-4 %
5+ %
PROPOSED PARKING LOT LAYOUT
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
EXISTING CONDITIONS
1" = 150' JRK
PERMIT DRAWINGS
MCD JAB SMY
C-101
9+00 10+00
11+00 12+00
13+00 14+00
-1'
-3
5'
3'
C-10 3
A M
A X
B R
E W
E R
M E
M O
R
IA
L P
K W
Y
STAGING AND ACCESS
AREA FOR CONSTRUCTION
PROPOSED
BEACH TEMPLATE
INDIAN RIVER
PROPOSED PLANTING
PLAN LIMITS - SEE
SHEET C-1
INDIAN RIVER
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
0 150 300
LEGEND
CONSTRUCTION BASELINE
PROPOSED BEACH TEMPLATE
PROPOSED PLANTING LIMITS
POST AND ROPE FENCING
MAX BREWER SHORELINE
RESTORATION PROJECT
BEACH SITE OVERVIEW
1" = 150' JRK
BID DRAWINGS
MCD JAB SMY
C-102
FOR BID DRAWING PURPOSES ONLY
3 C-1044
-1'
-3
-4
-4'
-3'
-2'
0'
4'
-1'
1'
2'
3'
5'
A . M
A X
B R
E W
E R
M E
M O
R
IA
L P K
W Y
INDIAN RIVER
OHW (-0.3' TYP.)
APPROX. TOE OF FILL
LANDWARD LIMIT OF FILL
TO TIE INTO PROPOSED
PARKING LOT
H
V
T
Y
P
100H:1V
TYP.
BERM
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
0 50 100
SCALE: 1" = 50'-0"
MANGROVE BOUNDARY
SEAGRASS % COVER
PROPOSED -0.3' ORDINARY HIGH
WATER LINE
CONSTRUCTION BASELINE
1-2 % 3-4 %
5+ %
PROPOSED PLANTING LIMITS
POST AND ROPE FENCING
SILT FENCE
MAX BREWER SHORELINE
RESTORATION PROJECT
PROPOSED BEACH TEMPLATE
1" = 50' JRK
BID DRAWINGS
MCD JAB SMY
C-103
FOR BID DRAWING PURPOSES ONLY
9+00
10+00
11+00
12+00
13+00
14+00
A. M
AX BREW
ER M
EM
ORIAL PKW
Y
5'
3'
-3'
-2'
-1'
INDIAN RIVER
2'
3'
4'
5'
APPROX. TOE OF FILL
LANDWARD LIMIT OF FILL
TO TIE INTO PROPOSED
PARKING LOT
H
V
T
Y
P
STAGING AREA FOR
CONSTRUCTION
100H:1V
TYP.
BERM
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
0 50 100
MANGROVE BOUNDARY
SEAGRASS % COVER
PROPOSED -0.3' ORDINARY HIGH
WATER LINE
CONSTRUCTION BASELINE
1-2 % 3-4 %
5+ %
PROPOSED PLANTING LIMITS
POST AND ROPE FENCING
SILT FENCE
MAX BREWER SHORELINE
RESTORATION PROJECT
PROPOSED BEACH TEMPLATE
1" = 50' JRK
BID DRAWINGS
MCD NSE SMY
C-104
12+00
13+00
14+00
5'
3'
-3'
-2'
-1'
INDIAN RIVER
5'
1'
2'
3'
4'
2'
3'
4'
5'
LANDWARD LIMIT OF FILL
TO TIE INTO PROPOSED
PARKING LOT
H
V
T
Y
P
STAGING AREA FOR
CONSTRUCTION
CONTRACTOR TO ACCESS
STAGING AREA FROM
EAST ENTRANCE
CONTRACTOR TO INSTALL TEMPORARY
CHAIN LINK FENCE WITH NO
TRESPASSING SIGNAGE TO SECURE
STAGING AREA
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
0 50 100
MANGROVE BOUNDARY
SEAGRASS % COVER
PROPOSED -0.3' ORDINARY HIGH
WATER LINE
CONSTRUCTION BASELINE
1-2 % 3-4 %
5+ %
PROPOSED PLANTING LIMITS
POST AND ROPE FENCING
SILT FENCE
MAX BREWER SHORELINE
RESTORATION PROJECT
1" = 50' JRK
BID DRAWINGS
MCD NSE SMY
C-105
ACCESS ROAD AND
STAGING AREA
OHW -0.3'
BERM CREST
ELEV. +1.0'
EXISTING GRADE
TEMPORARY FLOATING
TURBIDTY BARRIER
S
A
D
F
I L
L
OHW -0.3'
POST AND ROPE FENCING
BERM CREST
ELEV. +1.0'
EXISTING GRADE
TEMPORARY FLOATING
TURBIDITY BARRIER
S
A
L
L
VEGETATED
PLANTINGS
POST AND ROPE FENCING
TYPICAL BEACH PROFILE WITH NO VEGETATED PLANTINGS
NOTES:
1. FLOATING TURBIDITY BARRIER
SHOULD SURROUND THE FULL
EXTENTS OF THE PROJECT SITE.
2. FLOATING TURBIDITY BARRIER
WILL CONNECT ON THE EASTERN
AND WESTERN LIMITS OF THE
PROJECT SITE.
3. NUMBER OF PLANT ROWS SHOWN
MAY NOT BE REPRESENTATIVE OF
PRESCRIBED PLANTING
REQUIREMENTS.
4. PLANTINGS SHALL OCCUR WITHIN
THE LIMITS ESTABLISHED WITHIN
THE PLANTING PLAN.
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
TYPICAL BEACH PROFILE
JRK
BID DRAWINGS
MCD JAB SMY
C-106
TYPICAL BEACH PROFILE WITH VEGETATED PLANTINGS
OHW -0.3'
CHAIN LINK FENCE
STAGING AREA
SILT FENCE
EXISTING GRADE
EXISTING GRASS AND BRUSH
MANGROVE BOUNDARY
TYPICAL PROFILE OF STAGING AREA
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
TYPICAL STAGING AREA PROFILE
JRK
BID DRAWINGS
MCD JAB SMY
C-107
NOT TO SCALE
E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 2+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 3+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 4+00
-10
-10
0 -50 -100 -150 -200
100:1
100:1
100:1
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 1+00
-10
-10
0 -50 -100 -150 -200
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
EXISTING GRADE
PROPOSED GRADE
-0.3' ORDINARY HIGH WATER LINE
LEGEND
PROPOSED SAND FILL
0 50 100
HORIZONTAL SCALE: 1" = 50'-0"
0 10 20
VERTICAL SCALE: 1" = 10'-0"
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
CROSS SECTIONS
SEE SCALE BARS
JRK
BID DRAWINGS
MCD JAB SMY
C-108
LANDWARD TIE-IN
EL. VARIES
BERM CREST EL. +1.0'
OHW = -0.3'
TOE OF FILL
- EL. VARIES
E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 5+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 6+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 7+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 8+00
-10
-10
0 -50 -100 -150 -200
100:1
100:1
100:1
100:1
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
EXISTING GRADE
PROPOSED GRADE
-0.3' ORDINARY HIGH WATER LINE
LEGEND
PROPOSED SAND FILL
0 50 100
HORIZONTAL SCALE: 1" = 50'-0"
0 10 20
VERTICAL SCALE: 1" = 10'-0"
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
CROSS SECTIONS
SEE SCALE BARS
JRK
BID DRAWINGS
MCD JAB SMY
C-109
LANDWARD TIE-IN
EL. VARIES
BERM CREST EL. +1.0'
TOE OF FILL
- EL. VARIES
OHW = -0.3'
E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 9+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 10+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 11+00
-10
-10
0 -50 -100 -150 -200
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 12+00
-10
-10
0 -50 -100 -150 -200
100:1
100:1
100:1
100:1
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
EXISTING GRADE
PROPOSED GRADE
-0.3' ORDINARY HIGH WATER LINE
LEGEND
PROPOSED SAND FILL
0 50 100
HORIZONTAL SCALE: 1" = 50'-0"
0 10 20
VERTICAL SCALE: 1" = 10'-0"
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
CROSS SECTIONS
SEE SCALE BARS
JRK
BID DRAWINGS
MCD JAB SMY
C-110
LANDWARD TIE-IN
EL. VARIES
BERM CREST EL. +1.0'
TOE OF FILL
EL. VARIES
E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 13+00
-10
-10
0 -50 -100 -150 -200
100:1
E L E
V A
T
IO
N F
T (N
A V
D
DISTANCE FROM BASELINE (FEET)
STATION 14+00
-10
-10
0 -50 -100 -150 -200
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
EXISTING GRADE
PROPOSED GRADE
-0.3' ORDINARY HIGH WATER LINE
LEGEND
PROPOSED SAND FILL
0 50 100
HORIZONTAL SCALE: 1" = 50'-0"
0 10 20
VERTICAL SCALE: 1" = 10'-0"
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
CROSS SECTIONS
SEE SCALE BARS
JRK
BID DRAWINGS
MCD JAB SMY
C-111
LANDWARD TIE-IN
EL. VARIES
BERM CREST EL. +1.0'
TOE OF FILL
EL. VARIES
9+00
10+00
11+00
12+00
13+00 14+00
-2
-1'
-3
5'
3'
SILT FENCE
FLOATING TURBIDITY
BARRIER
A M
A X
B R
E W
E R
M E
M O
R
IA
L P
K W
Y
13+00
14+00
A M
A X
B R
E W
E R
M E
M O
R
IA
L P
K W
Y
SILT FENCE
FLOATING TURBIDITY
BARRIER
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
0 150 300
MANGROVE BOUNDARY
-0.3' ORDINARY HIGH WATER LINE
CONSTRUCTION BASELINE
FLOATING TURBIDITY BARRIER
SILT FENCE
PROPOSED BEACH TEMPLATE
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
1" = 100' JRK
BID DRAWINGS
MCD JAB SMY
C-112
EROSION CONTROL PLAN
NOTE:
TURBIDITY BARRIER AND SILT FENCE TO BE INSTALLED
PRIOR TO CONSTRUCTION ACTIVITIES. TURBIDITY
BARRIER AND SILT FENCE TO BE MAINTAINED BY THE
CONTRACTOR FOR THE DURATION OF THE PROJECT AND
SHALL BE REMOVED UPON SUBSTANTIAL COMPLETION.
SEE SHEET C-113 FOR BMP DETAILS.
0 50
18" O.C.
O
C
9" O.C.
APROX. TOE OF FILL
BERM CREST
BEACH ACCESS
PATH/STAIRS
ACCESS PATH
PLANTING GAP
VEGATATION PLANT
20 '
LANDWARD TIE-IN
OHW -0.3'
POST AND ROPE FENCING
BERM CREST
ELEV. +1.0'
EXISTING GRADE
TEMPORARY FLOATING
TURBIDITY BARRIER
S
A
L
L
VEGETATED
PLANTINGS
POST AND ROPE FENCING
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
VEGETATION PLANTING PLAN
JRK
BID DRAWINGS
MCD JAB SMY
C-113
VEGETATED PLANTINGS LAYOUT AND SPACING BEACH ACCESS PLANTING DETAIL
TYPICAL BEACH PROFILE WITH VEGETATED PLANTINGS
QTY. (APPROX.)
DISTICHLIS SPICATA
BATIS MARITIMA
SCIENTIFIC NAME
SPARTINA PATENS
GRASSES
PERENNIALS
BACCHARIS HALIMIFOLIA
SHRUBS
7.8
21.4
13.2
6.8
26.2
% DIST.
18'' O.C.
18'' O.C.
18'' O.C.
18'' O.C.
48" O.C.
SPACING
PASPALUM VAGINATUM
24.7 18'' O.C.
SPARTINA ALTERNIFLORA
SALTGRASS
SALT MEADOW CORDGRASS
COMMON NAME
SALTWORT
GROUNDSEL BUSH
SEASHORE PASPALUM
SMOOTH CORDGRASS
GRASSES
PERENNIALS
SHRUBS
SIZE
3 GAL
1 GAL
4"
4"
2" LINER
4"
1,723
1,982
3,382
6,295
5,455
SABAL PALM
PALMS
SEE PLANSABAL PALMETTO
PALMS
12'-20' C.T.
PLANT DETAILS
M
I N
12"
SIGN
GRAPHIC
PROVIDED
BY THE
COUNTY
EXISTING GRADE
NOTE:
1. SIGNS SHALL BE PLACED
EVERY 60 FEET ALONG THE
POST AND ROPE FENCE
LIMITS.
2. SIGN SHALL BE PLACED
FLUSH WITH TOP OF POST.
0.5 TO 0.75 INCH HOLE DRILLED
6 INCHES FROM THE TOP
OF POST FOR THREADING
ROPE BETWEEN POSTS
NOTE:
1. POSTS SHALL BE INSTALLED EVERY 10 FEET
PROTECTING VEGETATION NEAR PUBLIC
BEACH ACCESS POINTS.
2. HOLES SHALL BE DRILLED AFTER POST IS
SET IN PLACE.
APROX. TOE OF FILL
BERM CREST
LANDWARD TIE-IN
PUBLIC BEACH ACCESS
VEGATATION AWARENESS SIGN
(FACING SEAWARD)
ROPE
POST
M
A X
NOTES:
1. VEGATATION POSTING SHALL EXTEND TO
THE LANDWARD LIMIT OF FILL.
2. MAXIMUM POST SPACING SHALL BE 10 FEET.
POST AND ROPE FENCING
BERM CREST
ELEV. +1.0'
EXISTING GRADE
S
A
L
L
VEGETATED
PLANTINGS
POST AND ROPE FENCING
VEGETATION AWARENESS SIGN DETAIL VEGETATION POST AND ROPE DETAIL
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
SIGN DETAILS
JRK
BID DRAWINGS
MCD JAB SMY
C-114
POST, ROPE AND SIGNAGE DETAIL
TYPICAL BEACH PROFILE WITH VEGETATED PLANTINGS
NOTE:
1. INSTALL VEGETATION
AWARENESS SIGNS ON POST AND
ROPE FENCING.
DRIVE BOTH
POSTS ABOUT
10 INCHES
INTO THE
GROUND AND
BURY FLAP
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREATE A TIGHT
SEAL WITH THE
FABRIC
MATERIAL
DIRECTION OF RUNOFF WATERS
PLACE THE
END POST
OF THE
SECOND
FENCE
INSIDE THE
END POST
OF THE
FIRST FENCE
APPROXIMATE
4-INCH BY
4-INCH
TRENCH
FILTER FABRIC
MATERIAL
SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
APPROXIMATELY
8 INCHES OF
FILTER FABRIC
MATERIAL MUST
EXTEND INTO A
TRENCH AND BE
ANCHORED
WITH
COMPACTED
BACKFILL
MATERIAL
WOOD OR
ATTACHING TWO SILT FENCES
RUNOFF
(MIN)
10 INCHES
STEEL POST
BEEN FASTENED TO THE POSTS
MESH WIRE SCREEN WHICH HAS
BE ATTACHED TO A 6-INCH (MAX)
FILTER FABRIC MATERIAL CAN
FOR ADDITIONAL STRENGTH
BACKFILLED TRENCH
TO BE 6-10 FEET APART
SPACING OF POSTS
MATERIAL
FILTER FABRIC
2' MIN.
INSTALLING A FILTER
FABRIC SILT FENCE
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
8"
TRENCH WITH GRAVEL
ALTERNATE DETAILSTANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
PONDING HT.
RUNOFF
GRAVEL
12" MIN.
9" MAX.
(RECOMMENDED)
STORAGE HT.
RUNOFF
STEEL OR
WOOD POST
36" HIGH MAX.
12" MIN.
4" x 6" TRENCH
WITH COMPACTED
BACKFILL
PONDING HT.
FILTER FABRIC
ATTACH SECURELY
TO UPSTREAM
SIDE OF POST
F L O
W
F L O
W
WIRE SUPPORT FENCE
6' MAX SPACING WITHOUT
10' MAX. SPACING WITH
WIRE SUPPORT FENCE
WOOD POST
STEEL OR
NEEDED WITHOUT WIRE MESH SUPPORT
EXTRA STRENGTH FILTER FABRIC
INSTALLING A FILTER
FABRIC SILT FENCE
INSTALLING A FILTER
FABRIC SILT FENCE
F
L
O
W
F
L
O
W
4"
POINT A SHOULD BE HIGHER THAN POINT B
(FRONT ELEVATION)
DRAINAGE INSTALLATION
(PERSPECTIVE VIEW)
A
B
A
FLOW
EXCAVATED SOIL
4. BACKFILL AND COMPACT THE
AND EXTEND IT INTO THE TRENCH
3. STAPLE FILTER MATERIAL TO STAKES
UPSCALE ALONG THE LINE OF STAKES
2. EXCAVATE A 4" X 4" TRENCH
F
L
O
W
4"
SHEET FLOW INSTALLATION
1. SET STAKES
F
L
O
W
M
A
X
3' MAX.
1/4 IN. TIE ROPE
FLOATATION
NYLON REINFORCED VINYL
ALL SEAMS HEAT SEALED
1/4 IN. CHAIN
5/8 IN. POLYPROPYLENE ROPE
FOLDS FOR COMPACT STORAGE
DEPTH ACCORDING TO NEED
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB/IN. STANDARD
FOLDS EVERY 6 FEET
DEPTH ACCORDING TO NEED
100 FT. STANDARD LENGTH
GALVANIZED #24 SAFETY HOOK
BALLAST & LOAD LINE
5/16 IN. CHAIN
STRESS PLATE
STRESS BAND
FLOATATION
PVC SLOT-CONNECTOR
WATER
TOP LOAD LINE
5/16 VINYL COATED CABLE
STRESS PLATE (TO REMOVE
PRESSURE FROM FLOATS)
TYPE II
TYPE I
(BLOW-UP OF SHACKLE CONNECTION)
SEAL
FLOATING TURBIDITY BARRIER
TYPE(S) I & II
22 OZ NYLON REINFORCED VINYL
STRESS BAND
PVC SLOT - CONNECTOR FLOATATION
DEPTH ACCORDING TO NEED
5/16 VINYL COATING CABLE
(ON BOTH SIDES OF CURTAIN
TO REDUCE STRAIN)
#24 SAFETY HOOK
STRESS PLATE
LAP LINK
5/16 IN.
CHAIN
TYPE III
ORIENTATION WHEN INSTALLED
(TIDAL SITUATION - TYPE III)
NOTE: ANCHORING WITH BUOYS,
AS SHOWN, REMOVES ALL
VERTICAL FORCES FROM THE
CURTAIN. HENCE, THE CURTAIN
WILL NOT SINK FROM WIND OR
CURRENT LOADS.
BUOY
ATTACH LINES
TO SHACKLE
AUTOMATIC FLASHING
LIGHT (ON AT DUSK-
OFF AT DAWN) 100'
ON CENTER SHALL BE
USED IN NAVIGABLE
CHANNELS ONLY
STANDARD CONTAINMENT
SYSTEMS LIGHT BUOY
ANCHOR (AS
RECOMMENDED BY
THE MANUFACTURER)
WATER SURFACE
MIN. 12"
CURTAIN
RIVERBED
MIN. 2'
5' 5'
FLOATING TURBIDITY
BARRIER TYPE III
WORK AREA
SHORELINE
ANCHOR PT.
ANCHOR PT.
EBB
FLOOD
ANCHOR &
ANCHOR BUOY
BARRIER MOVEMENT
DUE TO TIDAL CHANGE
* THIS DISTANCE IS VARIABLE
TYPICAL INSTALLATION LAYOUT OF
FLOATING TURBIDITY BARRIERS
SHORELINE
ANCHOR PT.
TIDAL WATERS AND/OR HEAVY WIND AND WAVE ACTION
ANCHOR PT.
18 (OR 22) OZ. VINYL
COVERED NYLON
EROSION CONTROL DETAILS
Designed
Revision
Scale
Drawing Number
Drawing Title
Project TitleDrawing Status
Drawn Checked AuthorizedClient
Original Size
Copyright C AtkinsRéalis Limited (2023) www.atkinsrealis.com
ANSI B
Rev. Date
Description By
Chk'd
App'd
I n c h e s
2671 W. Eau Gallie Blvd.
Melbourne, Florida 32935
Tel: (321) 242-4942
Fax: (321) 242-6101
NOTICE:
The information in this document was prepared by AtkinsRéalis. While AtkinsRéalis has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than
AtkinsRéalis personnel after the document leaves the possession of AtkinsRéalis. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with AtkinsRéalis.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. AtkinsRéalis makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
DATE:
NATURAL
RESOURCES
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940FOR BID DRAWING PURPOSES ONLY
MAX BREWER SHORELINE
RESTORATION PROJECT
JRK
BID DRAWINGS
MCD JAB SMY
C-115
| Sheets and Views |
| G-000 COVER SHEET |
| G-001 GENERAL NOTES |
| C-100 - HISTORICAL CONDITIONS |
| C-101 EXISTING CONDITIONS |
| C-102 BEACH SITE OVERVIEW |
| C-103 PROPOSED BEACH TEMPLATE |
| C-104 PROPOSED BEACH TEMPLATE |
| C-105 - ACCESS ROAD AND STAGING AREA |
| C-106 TYPICAL BEACH PROFILE |
| C-107 - TYPICAL STAGING AREA PROFILE |
| C-108 CROSS SECTIONS |
| C-109 CROSS SECTIONS |
| C-110 - CROSS SECTIONS |
| C-111 - CROSS SECTIONS |
| C-112 - EROSION CONTROL PLAN |
| C-113 VEGATATION PLANTING PLAN |
| C-114 - SIGN DETAILS |
| C-115 EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .