Plans.pdf
PDF 1 MB Posted
- Attached to
- ENGLEWOOD ISLES SEAWALL REPLACEMENTS
- Solicitation number
- 252695AMS
- Issued by
- Sarasota County, Florida
About this file
The provided file is a set of engineering plans for the Englewood Seawall Replacement Project located at 250 Englewood Isles Pkwy in Englewood, Florida, prepared by Aptim Environmental & Infrastructure, LLC. The project involves a comprehensive seawall replacement, including removing existing seawalls and davits, installing new Truline 800 series vinyl sheet pile walls, concrete deadmen, return walls, and associated infrastructure. The plans detail precise technical specifications for the construction, including elevation measurements, reinforcement requirements, expansion joint details, and specific construction methodologies across multiple detailed sheets.
The project is situated in Sarasota County within a FEMA Flood Zone AE and Flood Zone X, with specific engineering considerations for coastal infrastructure. The design includes technical specifications for concrete reinforcement, steel plates, tie-rods, and comprehensive environmental protection measures such as turbidity curtains. The plans are digitally sealed by Douglas W. Mann, a Professional Engineer, and indicate compliance with FDEP Permit No. 045265-001 EE. The drawings provide exhaustive details on construction access, material specifications, elevation controls, and structural integrity measures for the seawall replacement, ensuring a comprehensive and technically precise approach to the infrastructure rehabilitation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Permits.pdf | ||
| Project_Map.pdf | ||
| Project_Documents_252695AMS__.pdf | ||
| NRCS_Hurricane_Ian_Repair_Grant_Provisions.pdf | ||
| GENERAL_CONDITIONS_CONSTRUCTION.pdf | ||
| Technical_Specifications.pdf | ||
| Other_Contract_Forms.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
CV-1
N
N
P635-DJ3449 N: 953558.59 E: 541257.87 ELEVATION 11.47'
004- AG9485 N: 971778.70 E: 532000.01 ELEVATION 11.45'
This item has been digitally signed and sealed by Douglas W. Mann, P.E. on the specified date using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT 250 ENGLEWOOD ISLES PKWY ENGLEWOOD, FLORIDA 33431
AutoCAD SHX Text
JACKSONVILLE
AutoCAD SHX Text
TALLAHASSEE
AutoCAD SHX Text
ATLANTIC OCEAN
AutoCAD SHX Text
ORLANDO
AutoCAD SHX Text
TAMPA
AutoCAD SHX Text
GULF OF MEXICO
AutoCAD SHX Text
WEST PALM BEACH
AutoCAD SHX Text
MIAMI
AutoCAD SHX Text
1. COVER SHEET COVER SHEET 2. EXISTING CONDITIONS AND EXISTING CONDITIONS AND DEMOLITION PLAN 3. PLAN VIEW PLAN VIEW 4.-9. DETAILS
AutoCAD SHX Text
INDEX TO SHEET
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
PROJECT LOCATION DETAIL: SCALE 1"=500'
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DOUGLAS W. MANN, P.E. NO, 44046
AutoCAD SHX Text
SURVEY CONTROL
AutoCAD SHX Text
ALL WORK WILL BE DONE IN COMPLIANCE WITH FDEP PERMIT NO. 0452565-001 EE
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
EC-1
N
AutoCAD SHX Text
250 ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
EXISTING SEAWALL AND DAVITS TO BE REMOVED
AutoCAD SHX Text
COLLAPSED DAVIT AND SEAWALL TO BE REMOVED
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
WATERFORD CANAL
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
FEMA FLOOD ZONE AE
AutoCAD SHX Text
FEMA FLOOD ZONE X
AutoCAD SHX Text
FIELD VERIFY FOUNDATION LOCATION FOR PROJECT LIMITS
AutoCAD SHX Text
TURBIDITY CURTAIN
AutoCAD SHX Text
CONSTRUCTION ACCESS
AutoCAD SHX Text 36.0'
AutoCAD SHX Text 28.5'
AutoCAD SHX Text 8.0'
AutoCAD SHX Text N 968848 968848 E 532846 532846
AutoCAD SHX Text N 968776 968776 E 532852 532852
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
EXISITNG CONDITIONS AND
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE IN FT
AutoCAD SHX Text NOTE: TOPOGRAPHIC & BATHYMETRIC SURVEY COMPLETED BY APTIM ON FEB 2024 ALL ELEVATIONS IN NAVD
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
DOUGLAS W. MANN, P.E. NO, 44046
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
PV-1
N
AutoCAD SHX Text TRULINE 800 SERIES VINYL SHEET PILE, OR EQUAL. (SEE A'-A DETAIL ON SHEET DT-1) CAP NOT SHOWN
AutoCAD SHX Text
250 ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
WATERFORD CANAL
AutoCAD SHX Text 5' O.C.
AutoCAD SHX Text A
AutoCAD SHX Text
DT-1
AutoCAD SHX Text A'
AutoCAD SHX Text
DT-1
AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR CONNECTING SEAWALL AND RETURN WALL (SEE CONNECTION DETAIL SHEET DT-4), FIELD VERIFIED LENGTH
AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR CONNECTING SEAWALL AND RETURN WALL, FIELD VERIFIED LENGTH
AutoCAD SHX Text
PROJECT LIMITS
AutoCAD SHX Text
FEMA FLOOD ZONE AE
AutoCAD SHX Text
FEMA FLOOD ZONE X
AutoCAD SHX Text 80°
AutoCAD SHX Text 85°
AutoCAD SHX Text 70°
AutoCAD SHX Text
CONCRETE DEADMAN PLACEMENT ALT. 1 (SEE DETAIL SHEET DT-2)
AutoCAD SHX Text 80°
AutoCAD SHX Text
CONCRETE DEADMAN (SEE DETAIL B-B' SHEET DT-3)
AutoCAD SHX Text
FIELD VERIFY FOUNDATION LOCATION FOR PROJECT LIMITS
AutoCAD SHX Text
TRULINE 800 SERIES VINYL SHEET PILE, OR EQUAL. -11.5' NAVD DEPTH, CAP NOT SHOWN
AutoCAD SHX Text 23.00'
AutoCAD SHX Text 33.00'
AutoCAD SHX Text D
AutoCAD SHX Text
DT-6
AutoCAD SHX Text C
AutoCAD SHX Text
DT-6
AutoCAD SHX Text B
AutoCAD SHX Text
DT-3
AutoCAD SHX Text B'
AutoCAD SHX Text
DT-3
AutoCAD SHX Text
TURBIDITY CURTAIN
AutoCAD SHX Text
CONSTRUCTION ACCESS
AutoCAD SHX Text
RESTORE GRADES REPLACE ST. AUGUSTINE SOD, OR EQUAL AFTER SEAWALL REPLACEMENT
AutoCAD SHX Text CONCRETE DEADMAN ALT. 2 (SEE CONCRETE DEADMEN ALT. 2 DETAIL ON SHEET DT-3)CONCRETE DEADMEN ALT. 2 DETAIL ON SHEET DT-3) ON SHEET DT-3)
AutoCAD SHX Text
INSTALL TEMPORARY SHORING ±20'TO INSTALL DEADMAN (DESIGNED BY CONTRACTOR)
AutoCAD SHX Text N 968848 968848 E 532846 532846
AutoCAD SHX Text N 968784 968784 E 532849 532849
AutoCAD SHX Text N 968776 968776 E 532853 532853
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text
INSTALL ONE TRULINE 5°,ONE TRULINE 22.5°RADIUS CELLS, OR EQUAL.
AutoCAD SHX Text 152.5°
AutoCAD SHX Text
CONCRETE DEADMAN (SEE DETAIL SHEET DT-3)
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10/23/24
AutoCAD SHX Text
TEMPORARY SHORING ADDED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE IN FT
AutoCAD SHX Text NOTE: TOPOGRAPHIC & BATHYMETRIC SURVEY COMPLETED BY APTIM ON FEB 2024 ALL ELEVATIONS IN NAVD
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-1
AutoCAD SHX Text -10
AutoCAD SHX Text -15
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text -5
AutoCAD SHX Text
ELEVATION FEET (NAVD-88)
AutoCAD SHX Text 5000 psi CONCRETE, TREMIE POUR
AutoCAD SHX Text
CAP 4.0' NAVD (SEE CAP DETAIL ON DT-4)
AutoCAD SHX Text 23.0'
AutoCAD SHX Text
4.5'X7'X8" CONCRETE DEADMEN @5'O.C.
AutoCAD SHX Text 12"X12"x0.5" A572 STEEL PLATE, WASHER, AND NUT AND NUT AND NUT COAT 16 MILS COAL TAR EPOXY
AutoCAD SHX Text
ADD CLEAN BACKFILL AS NECESSARY TO MATCH EXISTING GRADE
AutoCAD SHX Text 2 No. 6 REBAR
AutoCAD SHX Text 3.5'
AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR (WILLIAMS FORM, OR EQUAL) COAT 16 MILS COAL TAR EPOXY
AutoCAD SHX Text
BOTTOM OF CELL ELEV=-11.5
AutoCAD SHX Text
FLUSH OR REMOVE ALL SOIL
AutoCAD SHX Text
RESOD WITH ST. AUGUSTINE, OR EQUAL
AutoCAD SHX Text
TOP OF CELL ELEV=3.2
AutoCAD SHX Text
LEAVE 2' PLUG OF SOIL AT BOTTOM OF CELL
AutoCAD SHX Text
EXTEND REBAR TO ELEV.=-12.5'
AutoCAD SHX Text
MHW=1.4
AutoCAD SHX Text
CHANNEL BOTTOM ELEV=-4.5'
AutoCAD SHX Text 6"x6"x0.5" A572 STEEL PLATE, , WASHER AND NUT
AutoCAD SHX Text
B' DT-3
AutoCAD SHX Text
B DT-3
AutoCAD SHX Text
TRULINE SERIES 800, OR EQUAL.
AutoCAD SHX Text
MINIMUM 1' COVER BETWEEN DEADMEN AND NATURAL GROUND
AutoCAD SHX Text
DEADMAN BOTTOM ELEV=4.0'
AutoCAD SHX Text No. 4 REBAR (SEE DT-4)
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
SEAWALL DETAIL A'-A SCALE: 1"=4'
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-2
AutoCAD SHX Text -10
AutoCAD SHX Text -15
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text -5
AutoCAD SHX Text
ELEVATION FEET (NAVD-88)
AutoCAD SHX Text 5000 psi CONCRETE, TREMIE POUR
AutoCAD SHX Text
CAP 4.0' NAVD (SEE CAP DETAIL ON DT-4)
AutoCAD SHX Text 33.0'
AutoCAD SHX Text
4.5'X7'X8" CONCRETE DEADMEN
AutoCAD SHX Text 12"X12"x0.5" A572 STEEL PLATE, WASHER, AND NUT AND NUT AND NUT COAT 16 MILS COAL TAR EPOXY
AutoCAD SHX Text
ADD CLEAN BACKFILL AS NECESSARY TO MATCH EXISTING GRADE
AutoCAD SHX Text 2 No. 6 REBAR
AutoCAD SHX Text 3.5'
AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR (WILLIAMS FORM, OR EQUAL) COAT 16 MILS COAL TAR EPOXY
AutoCAD SHX Text
BOTTOM OF CELL ELEV=-11.5
AutoCAD SHX Text
FLUSH OR REMOVE ALL SOIL
AutoCAD SHX Text
RESOD WITH ST. AUGUSTINE, OR EQUAL
AutoCAD SHX Text
TOP OF CELL ELEV=3.2
AutoCAD SHX Text
LEAVE 2' PLUG OF SOIL AT BOTTOM OF CELL
AutoCAD SHX Text
EXTEND REBAR TO ELEV.=-12.5'
AutoCAD SHX Text
MHW=1.4
AutoCAD SHX Text
CHANNEL BOTTOM ELEV=-4.5'
AutoCAD SHX Text
BOTTOM OF DEADMAN
AutoCAD SHX Text 6"x6"x0.5" A572 STEEL PLATE, , WASHER AND NUT
AutoCAD SHX Text
AutoCAD SHX Text
B' DT-3
AutoCAD SHX Text
B DT-3
AutoCAD SHX Text
TRULINE SERIES 800, OR EQUAL.
AutoCAD SHX Text
MINIMUM 1' COVER BETWEEN DEADMAN AND NATURAL GROUND
AutoCAD SHX Text No. 4 REBAR (SEE DT-4)
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
DEADMEN PLACEMENT ALT. 1 ELEVATION DETAIL SCALE: 1"=4'
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-3
AutoCAD SHX Text 54"
AutoCAD SHX Text 84"
AutoCAD SHX Text 10 No. 4 BARS @ 8" O.C.
AutoCAD SHX Text 6 No. 4 BARS @ 9" O.C.
AutoCAD SHX Text 12"x12"x0.5" A572 STEEL PLATE
AutoCAD SHX Text
NUT W/ WASHER
AutoCAD SHX Text
2" PVC SLEEVE
AutoCAD SHX Text 66"
AutoCAD SHX Text 84"
AutoCAD SHX Text 10 No. 4 BARS @ 8" O.C.
AutoCAD SHX Text 6 No. 4 BARS @ 12" O.C.
AutoCAD SHX Text 12"x12"x0.5" A572 STEEL PLATE
AutoCAD SHX Text
NUT W/ WASHER
AutoCAD SHX Text
2" PVC SLEEVE
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE DEADMEN ALT. 2 DETAIL SCALE: 1"=2'
AutoCAD SHX Text
CONCRETE DEADMEN DETAIL B'-B SCALE: 1"=2'
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-4
AutoCAD SHX Text No. 5 REBAR
AutoCAD SHX Text 8"
AutoCAD SHX Text No. 4 STIRRUP @ 12" O.C. (MAX WIDTH = 16", MAX HEIGHT = 10")
AutoCAD SHX Text
CHAMFER ALL CORNERS 0.75" X 0.75"
AutoCAD SHX Text INSTALL ONE 18"X18" L No. 5 IN EACH CELL PRIOR TO POURING CELL CONCRETE
AutoCAD SHX Text 5000 psi CONCRETE
AutoCAD SHX Text 3"
AutoCAD SHX Text 9"
AutoCAD SHX Text
1" 150 KSI TIEROD @ 5" O.C.5" O.C.
AutoCAD SHX Text 7"x6"x0.5" STEEL PLATE INSTALL BEHIND TRULINE SHEET PILE WATERWARD REINFORCING
AutoCAD SHX Text
NUT FOR 1" DIA TIE-ROD
AutoCAD SHX Text
EL = 4.0' NAVD
AutoCAD SHX Text
BROOM FINISH
AutoCAD SHX Text
WATERWARD LANDWARD LANDWARDLANDWARD
AutoCAD SHX Text
CELL REINFORCEMENT SEE DT-4
AutoCAD SHX Text
1" 150 KSI TIEROD
AutoCAD SHX Text 45°'
AutoCAD SHX Text
CONCRETE CAP
AutoCAD SHX Text 12"x6"x0.375" A572 STEEL PLATE, OR EQUAL
AutoCAD SHX Text 135°'
AutoCAD SHX Text 5"
AutoCAD SHX Text 7"
AutoCAD SHX Text INSTALL 1 No. 5 18" DOWEL IN CORNER OF CELL TOP OF No. 5 SHOULD MATCH TOP OF STEEL PLATE
AutoCAD SHX Text
NOTE: NOTCH TRULINE CELLS WHERE STEEL PLATE MUST PASS THROUGH
AutoCAD SHX Text 5.8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text INSTALL ONE No. 4 BAR AT ELEV = -9.5 NAVD TO MAINTAIN ALIGNMENT OF BOTTOM OF REINFORCEMENT
AutoCAD SHX Text 7"
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE CAP DETAIL SCALE: 1"=1'
AutoCAD SHX Text
RETURN WALL DIAGONAL CONNECTION DETAIL SCALE: 1" = 1'
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DOUGLAS W. MANN, P.E. NO, 44046
AutoCAD SHX Text
CELL REINFORCEMENT DETAIL SCALE: 1" = 0.5'
LEGEND: NO. 6 REBAR
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-5
AutoCAD SHX Text
CONCRETE CAP
AutoCAD SHX Text
NO. 5 REBAR TOP AND BOTTOM
AutoCAD SHX Text NOTES FOR INTERIOR ANGLE A: TWO CORNERS A = 90°±ONE CORNER A = 152.5°±VERIFY ANGLE BY FIELD MEASURMENT
AutoCAD SHX Text A
AutoCAD SHX Text
NO. 4 STIRRUP @ 12" O.C.
AutoCAD SHX Text
NO. 5 L 36" X 36" TIE TO NO 5 REBARS TOP AND BOTTOM
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
NO CHAMFER TOP EDGE OF CONCRETE CAP
AutoCAD SHX Text
CONCRETE CAP
AutoCAD SHX Text EXPANSION JOINT EVERY 30' STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF CONCRETE COVER.
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DOUGLAS W. MANN, P.E. NO, 44046
AutoCAD SHX Text
CONCRETE CAP RETURN WALL TO SEAWALL DETAIL SCALE: 1" = 1'
AutoCAD SHX Text
CONCRETE CAP EXPANSION JOINT DETAIL SCALE: 1" = 2'
NOTES: 1. EXPANSION JOINT STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF EXPANSION JOINT STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF CONCRETE COVER. 2. INSTALL 0.5" EXPANSION JOINT MATERIAL FDOT SECTION 932, OR EQUAL, FULL SECTION INSTALL 0.5" EXPANSION JOINT MATERIAL FDOT SECTION 932, OR EQUAL, FULL SECTION OF CAP. 3. CAULK REMAINING JOINT AFTER CONCRETE CURE AND FORM REMOVAL. CAULK REMAINING JOINT AFTER CONCRETE CURE AND FORM REMOVAL. 4. NO EXPANSION JOINT WITHIN 2 FEET OF TIE-ROD.NO EXPANSION JOINT WITHIN 2 FEET OF TIE-ROD.
im E nv ir on m en ta l & I nf ra st ru ct ur e, L
LC
C
O N
G R
ES
S
A
VE
N U
E, S
U
IT
E
B
O C
A R
A
TO
N , F
LO
R
ID
A w w w
.a pt im .c om
PH
1)
-8
FA
X (5
) 3
-9
C .O
.A . L
A
C .O
.A . F
L.
P:
\S
AR
AS
O
TA
\6
EN
G
LE
W
O O
D S
EA
W
AL
L
D
ES
IG
N
S\ C
AD
\P
ER
M
IT
\6
EN
G
LE
W O
O D
S
EA
W
AL
L_ C
AS
AR
IO
.D
W G
N ov em be r 1
2, 4 3 :5
PM
SC
H U
R R
, R
EB
EC
C
A
DT-6
AutoCAD SHX Text
MHW
AutoCAD SHX Text -2
AutoCAD SHX Text -4
AutoCAD SHX Text
AutoCAD SHX Text
CURTAIN FLOTATION (TYP.)
AutoCAD SHX Text
TURBIDITY CURTAIN FDOT INDEX 103 TYPE 1
AutoCAD SHX Text
EXISTING BOTTOM EL. VARIES
AutoCAD SHX Text
ELEVATION (FT-NAVD)
AutoCAD SHX Text
AutoCAD SHX Text
TRULINE U-CHANNEL, OR EQUAL.
AutoCAD SHX Text
TRULINE MALE END CAP, OR EQUAL.
AutoCAD SHX Text
TRULINE FEMALE END CAP, OR EQUAL.
AutoCAD SHX Text
STAINLESS STEEL BOLTS, NUTS, AND FLAT WASHERS AT 24" CENTERS
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Date:
AutoCAD SHX Text Plot Scale:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
ENGLEWOOD ISLES PKWY
AutoCAD SHX Text
DETAIL VIEW
AutoCAD SHX Text
RS
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DOUGLAS W. MANN, P.E. NO, 44046
AutoCAD SHX Text
TURBIDITY CURTAIN DETAIL D SCALE: 1" = 2'
RETURN WALL TO SEAWALL CONNECTION DETAIL C SCALE: 1" = 0.5'
| Scope of Work - SR 2695_ 150 |
| Scope of Work - SR 2695_ 151 |
| Scope of Work - SR 2695_ 152 |
| Scope of Work - SR 2695_ 153 |
| Scope of Work - SR 2695_ 154 |
| Scope of Work - SR 2695_ 155 |
| Scope of Work - SR 2695_ 156 |
| Scope of Work - SR 2695_ 157 |
| Scope of Work - SR 2695_ 158 |
| Scope of Work - SR 2695_ 159 |
| Scope of Work - SR 2695_ 160 |
| Scope of Work - SR 2695_ 161 |
| Scope of Work - SR 2695_ 162 |
| Scope of Work - SR 2695_ 163 |
| Scope of Work - SR 2695_ 164 |
| Scope of Work - SR 2695_ 165 |
| Scope of Work - SR 2695_ 166 |
| Scope of Work - SR 2695_ 167 |
File details come from the government source that posted it. Updated .