WCCDD

15-17 MANUFACTURER'S SPECIFICATIONS

.

0	200	400

							

Feet

SCALE: 1" = 200'

Walnut Creek Community Development District
1800 NW 76th Ave

Section 10 Township 51 South, Range 41 East

Pembroke Pines, FL 33024

Section	 S10 T51S R41E Meridian	 Tallahassee State	Florida
Source	USFS
GLO	Township Records
Landshore Enterprises, LLC
"Your Shoreline Protection Specialists"

Call 48 hours before you dig
1-800-432-4770
It's the law!

Sunshine State One Call of Florida, Inc.

VICINITY MAP

MARCH 07, 2025

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON

PIETER M. LOMBARD, ENGINEER, P.E.

118 Shamrock Blvd.
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113

ANY ELECTRONIC COPIES.

FLORIDA REGISTRATION No. 66596

DATE

REVISIONS	BY

66596
ENGINEER: PIETER M. LOMBARD	FLORIDA PROFESSIONAL ENGINEER
REGISTER NUMBER

DESIGNED BY:  NV

DRAWN BY :	NV	
CHECKED BY:  AVDB	
APPROVED BY: PML	

SHEET	1
OF  17

SHEET NO.

SHEET DESCRIPTION

COVER SHEET

GENERAL NOTES

LEGEND AND ABBREVIATIONS

TOPOGRAPHIC PLAN

SURVEY CONTROL PLAN

EROSION ELEMENT CONTROL PLAN

7-8  PLAN AND CROSS SECTIONS

9-10 PLAN AND PROFILE

11	BATHYMETRIC PLAN

12-13 DETAILS

14	SUMMARY AND QUANTITIES

PROJECT NO: 2024-064

GENERAL NOTES
ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF	23. CONTRACTOR TO RELOCATE TREES AS DIRECTED BY THE CLIENT. CONTRACTOR SHALL AVOID DAMAGE GOVERNMENT ENTITIES WHICH WILL APPLY, AND ALL OTHER LOCAL AND NATIONAL CODES WHERE		TO ANY EXISTING TREES TO REMAIN. EXISTING TREES SHALL BE REMOVED ONLY IF REQUIRED FOR
GULF OF	ATLANTIC	APPLICABLE.	CONSTRUCTION. THOSE TREES NOT INTERFERING WITH CONSTRUCTION SHALL BE PROTECTED IN
MEXICO	OCEAN
ALL CONSTRUCTION SHALL BE PERFORMED IN A SAFE MANNER, SPECIFICALLY, THE RULES AND	PLACE.
REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND THE	24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING AT HIS OWN EXPENSE ANY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED.		ITEMS, INCLUDING BUT NOT LIMITED TO NEARBY PROPERTIES AND EXISTING DRAINAGE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION.	INFRASTRUCTURE, DAMAGED DUE TO HIS PERSONNEL OR EQUIPMENT INSIDE AND/OR OUTSIDE OF
UPON RECEIPT OF NOTICE OF AWARD AND AFTER OBTAINING AN ENGINEERING CONSTRUCTION	THE CONSTRUCTION AREA.
PERMIT FROM APPLICABLE AGENCIES, THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION	25. CONTRACTOR SHALL ENSURE THAT ALL MUD OR ANY OTHER TYPE OF DEBRIS IS CLEANED FROM CONFERENCE TO INCLUDE CLIENT, THE CONTRACTOR, AND THE ENGINEER OF RECORD.		ADJACENT ROADWAYS (WHERE APPLICABLE) AT THE END OF EACH DAY. CONTRACTOR SHALL BE
CONTRACTOR SHALL CONTACT STATE 811, AT LEAST 48 HOURS PRIOR TO PERFORMING ANY DIGGING	LIABLE FOR ANY PERSONAL OR PROPERTY DAMAGE CAUSED BY ANY TYPE OF DEBRIS LEFT ON TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST BE	ROADWAYS AND/OR PEDESTRIAN WAYS.
PRESENT WHEN UTILITY COMPANIES LOCATE THEIR FACILITIES.	26. CONTRACTOR SHALL AVOID DAMAGING EXISTING IRRIGATION SYSTEMS. IF PLANS AND BLUEPRINTS
THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND	ARE NOT PROVIDED OR AVAILABLE THE CONTRACTOR WILL NOT BE RESPONSIBLE.
UNDERGROUND UTILITIES.	27.  THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN
EXISTING UNDERGROUND UTILITIES, IF SHOWN ON THE DRAWINGS, HAVE BEEN SHOWN BASED UPON	 ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE REQUIRED TO MARK AND CLEARLY	COURSE OF WORK. THE CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER DELINEATE LOCATIONS OF EXISTING UTILITIES WITHIN AREAS OF WORK PRIOR TO EXCAVATION TO	 INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE AVOID DAMAGE. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO LOCATE, IDENTIFY	 ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH BIDS WILL BE BASED.
AND MARK EXISTING UTILITIES BY FIELD VERIFICATION, COORDINATION WITH UTILITY COMPANIES
AND ELECTRONIC OR OTHER SUCH DETECTION TECHNOLOGY AND MEANS AND SHALL BEAR ALL	SOIL EROSION, SEDIMENT, AND TURBIDITY CONTROL GENERAL NOTES

COSTS FOR THIS WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORRECT DAMAGES  1.  THIS PROJECT IS SUBJECT TO ALL RELATED ENVIRONMENTAL REQUIREMENTS WHICH INCLUDE A RESULTING FROM FAILURE TO TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING, MARKING	 "CONTROL OF EROSION AND SEDIMENTATION PLAN". THE CONTRACTOR IS RESPONSIBLE FOR AND CAREFUL EXCAVATION. (CONTRACTOR SHALL AVOID DAMAGING EXISTING IRRIGATION SYSTEMS.	PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER CONTROL OF EROSION DUE TO IN CASE OF DAMAGE, THE CONTRACTOR SHALL REPLACE IRRIGATION SYSTEMS TO MATCH EXISTING	 SEDIMENTATION RUNOFF FROM THE SITE PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR CONDITIONS AND LOCATION).	 AREA. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START
WCCDD	9.  IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED	OF CONSTRUCTION. FIELD ADJUSTMENTS WITH RESPECT TO LOCATIONS AND DIMENSIONS MAY BE
CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS,	MADE BY THE ENGINEER AS REQUIRED.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.	2.	EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RAIN FOR
PROJECT	10.  CONTRACTOR SHALL PROVIDE HIS OWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL	DAMAGE AND GENERAL EFFECTIVENESS. ANY DAMAGED OR INEFFECTIVE CONTROLS SHALL BE
LOCATION	CONTROL.	REPAIRED OR REPLACED BY THE CONTRACTOR.
11. FOR EACH PROJECT AREA, VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM	3.	ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED, IF DEEMED
1988 (NAVD 88).	NECESSARY, BY THE ON-SITE INSPECTOR.
Map data (c) OpenStreetMap contributors, Microsoft, Facebook, Google, Esri Community Maps contributors, Map layer by Esri Powered by Esri
SOUTH BROWARD	12.  ANY N.A.V.D. BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION IS TO BE	4.	EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. TEMPORARY AND PERMANENT
COUNTY	PROTECTED  AND  PROPERLY  REFERENCED  BY  A  REGISTERED-PROFESSIONAL  ENGINEER  IN	MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE SOLE
ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE STATE BOARD OF PROFESSIONAL	RESPONSIBILITY OF THE CONTRACTOR.
LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE.	5.  ALL TEMPORARY SEDIMENT CONTROL DEVICES SHALL BE LEFT IN PLACE AND MAINTAINED UNTIL THE
ALL STATIONS AND OFFSETS REFER TO [BASELINE] OF CONSTRUCTION, UNLESS OTHERWISE STATED.	AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION.
CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PLANS FOR CONSTRUCTION PURPOSES.	6.  ALL CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
THE CONTRACTOR IS ALERTED TO THE PRESENCE OF UNDERGROUND WIRES AND POLES IN THE		 OR FLOW OF MUD ON TO ANY PUBLIC RIGHT-OF-WAY. THIS SHALL REQUIRE PERIODIC TOP DRESSING PROJECT AREA. THE METHOD OF CONSTRUCTION IN THESES LOCATIONS MUST COMPLY WITH ALL		 WITH STONE, AS CONDITIONS REQUIRE. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED ON OSHA SAFETY STANDARDS. THE CONTRACTOR SHALL INSPECT THESE SITES AND BE RESPONSIBLE FOR		 TO PUBLIC RIGHT-OF-WAY OR INTO STORM DRAINS SHALL BE PROMPTLY REMOVED BY CONTRACTOR. DETERMINING WHAT METHOD OF PREPARATION AND CONSTRUCTION WILL BE USED TO COMPLY	7. FLOATING TURBIDITY BARRIERS SHALL BE INSTALLED AND MAINTAINED AS CLOSE AS POSSIBLE TO THE WITH THESE REQUIREMENTS.		CONSTRUCTION OPERATION UPSTREAM AND DOWNSTREAM OF CANALS. TURBIDITY BARRIERS SHALL
THE CONTRACTOR SHALL NOTIFY THE CLIENT AT LEAST 24 HOURS PRIOR TO BEGINNING OF WORK.	BE INSTALLED IN ACCORDANCE WITH THE PLANS AND DETAILS.
WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES,  8.  TURBIDITY BARRIERS WILL BE RELOCATED ALONG THE SHORELINE AS THE SECTIONS/PHASES OF GRAVITY SEWER, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE	CONSTRUCTION ARE COMPLETED.
CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY	9.	 TURBIDITY SCREENS OR EQUIVALENT SHALL BE PROPERLY EMPLOYED AND MAINTAINED AS WCCDD	DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT		NECESSARY DURING CONSTRUCTION ACTIVITIES SO THAT TURBIDITY LEVELS DO NOT EXCEED 29 NTU's CONDITION.		ABOVE NATURAL BACKGROUND 50 FEET DOWNSTREAM OF POINT OF DISCHARGE. IF TURBIDITY
THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE CLIENT ANY PUBLIC	LEVELS EXCEED THESE LIMITS, PROJECT ACTIVITIES SHALL IMMEDIATELY CEASE, AND WORK SHALL OR PRIVATE PROPERTY DAMAGED BY THE WORK, EQUIPMENT, EMPLOYEES OR SUBCONTRACTORS TO	NOT RESUME UNTIL TURBIDITY LEVELS DROP TO WITHIN THESE LIMITS.
A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF	10. CONTRACTOR SHALL SOD GRASS AREAS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST OPERATIONS.		TO OWNER.
CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC FLOW PATTERNS THROUGHOUT ALL WORK	11. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION OPERATIONS. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE		AGENCY (EPA) AND THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES).
WITH THE CITY, STATE AND LOCAL GOVERNMENT CODES.	12. IF 1 ACRE OR MORE IS DISTURBED, A NPDES GENERAL PERMIT IS REQUIRED.
ALL EXCAVATIONS SHALL COMPLY WITH OSHA'S EXCAVATION SAFETY STANDARDS AND TRENCH SAFETY CODES, CONTRACTOR SHALL FURNISH THE OWNER WITH WRITTEN ASSURANCE THAT HE WILL COMPLY WITH THESE REGULATIONS.
THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH.
CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES AND UTILITIES WHICH MAY NOT BE SHOWN ON PLANS. ANY STRUCTURE, PAVEMENT, TREES OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, SHALL BE REPAIRED, PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.
LOCATION MAP
© Erosion Restoration, LLC.	
REVISIONS	

	118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113
	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	GENERAL NOTES	PROJECT NO.
2024-064	SHEET
2	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
N.T.S.	

LEGEND	ABBREVIATIONS

SYMBOL/LINE	DESCRIPTION	SYMBOL/LINE	DESCRIPTION	ASPH =	ASPHALT	NTS =	NOT TO SCALE
 =	BASELINE	NTU =	NEPHELOMETRIC TURBIDITY UNITS
	BASELINE	DETAIL NUMBER	BLCP =	BASELINE CONTROL POINT (TO BE SET BY	OWT =	OBSERVED WATER TABLE CONTRACTOR)
N32°59'57.19"E	BEARING	1	TYPICAL DETAIL CALL OUT	⅊ =	PROPERTY LINE
28	BM =	BENCHMARK	PB =	PLAT BOOK
CATCH BASIN	DETAIL SHEET NUMBER	℄ =	CENTERLINE
PED =	PEDESTRIAN
℄	CENTERLINE	FILTER POINT FABRIC (FPFs)	C.L.F. =	CHAIN LINK FENCE	PG =	PAGE
Ø	DIAMETER	C.M.E. =	CANAL MAINTENANCE EASEMENT	Pl =	POINT OF INTERSECTION
EXISTING GROUND ELEVATION (FROM	BEDDING STONE/CRUSHED CONCRETE	CAP =	CORRUGATED ALUMINUM Pipe	P&P =	PLAN AND PROFILE
2.94	SURVEY)	CBS =	CANAL BANK STABILIZATION
EMBANKMENT	PR=	PRACTICE RANGE
HYDRANT	CES =	CONTROL ELEVATION STRUCTURE
PROP. =	PROPOSED
LIGHTPOLE	REGULAR EXCAVATION	CMP =	CORRUGATED METAL PIPE	PVC =	POLYVINYL CHLORIDE
OFFICIAL BENCHMARK (BM)	RIP-RAP	COA =	COLLAPSED AREA	PVMT =	PAVEMENT
CONC =	CONCRETE	R/W =	RIGHT OF WAY
PALM TREES	RIP-RAP (BOULDER)	COR =	CORNER
RT =	OFFSET RIGHT
POLE	CS =	CLEAN SAND
CONCRETE BLOCK EROSION CONTROL MAT	SAN =	SANITARY
SET OR FOUND SURVEY CONTROL	(FLEXAMAT/SHOREFLEX). TOP VIEW	CSLAB =	CONCRETE SLAB
POINT	SCP =	SURVEY CONTROL POINT
SIGN (SINGLE SUPPORT)	PLANTS	DC=	DATA COLLECTOR	SDWK =	SIDEWALK DIP =	DUCTILE IRON Pipe
SIGNAL MAST ARM	SEAWALL	WMD =	WATER MANAGEMENT DISTRICT
DWT=	DESIGN WATER TABLE	SP =	SHEET PILING
SURVEY CONTROL POINT (SCP)	ELEV =	ELEVATION
STACKED CANAL BANK STABILIZATION (CBS)	SPK =	SPRINKLER
SURVEY CONTROL POINT (SCP/TBM)	EOP =	EDGE OF PAVEMENT	SWPPP	STORMWATER POLLUTION PREVENTION PLAN
STRUCTURAL FILL	EOW =	EDGE OF WATER
TEMPORARY BENCHMARK (TBM)	ST =	STORM
EROSION CONTROL PANEL	ERA =	ERODED AREA	STA =	STATION
TREES
ESMT =	EASEMENT	STD =	STANDARD
CANAL MAINTENANCE EASEMENT	TREE FOLIAGE	ETOB =	EXISTING TOP OF BANK
TBM =	TEMPORARY BENCHMARK
CANAL RIGHT OF WAY	PTOB	PROPOSED TOP OF BANK	EXIST =	EXISTING	TOBP =	TOP OF BANK (PROPOSED)
CANAL RIGHTS ON RESERVATION	TOB	TOB	EG =	EXISTING GROUND	TOB =	TOP OF BANK
TOP OF BANK
FG =	FINISH GRADE	TOS =	TOP OF SLOPE
EFT 6' SACRIFICIAL TUBE
TOS	TOS	TOP OF SLOPE	FDOT =	FLORIDA DEPARTMENT OF TRANSPORTATION	TYP =	TYPICAL
EFT 7.5' BASE TUBE	FT =	FEET
TURBIDITY BARRIER	UT =	UTILITY
EFT 7.5' SUPPORTING TUBE	G =	GAS	VERT =	VERTICAL
WARNING BARRIER FENCE	GR =	GRADE
EFT 10' BASE TUBE	W =	WATER
WL	WL	WATER LINE	HFT=	HOUSE FOOTPRINT	WD =	WOOD DOCKS
EFT 10' SUPPORTING TUBE
1	2	HOR =	HORIZONTAL	WL =	WATERLINE
EXISTING GEOTUBE DONE BY OTHERS	TREE AND PALM TO BE REMOVED	HWT =	HIGH WATER TABLE	WALNUT CREEK COMMUNITY DEVELOPMENT
EXISTING ECO-FILTER TUBE	LOCAL HARD SURFACE ROAD	INV =	INVERT	WCCDD =  DISTRICT
EXISTING FENCE	IRR =	IRRIGATION	XS =	CROSS SECTION
INTERSTATE ROUTE
LB =	POUND
X	X	EXISTING CHAIN LINK FENCE
TOLL ROUTE	LT =	OFFSET LEFT
EXISTING GUARDRAIL	MUTCD =	MANUAL OF UNIFORM TRAFFIC DEVICES
U.S ROUTE
EXISTING SHRUBS	N/A =	NOT APPLICABLE
STATE ROUTE	NAD =	NORTH AMERICAN DATUM
GRASS SOD
NAVD =	NATIONAL AMERICAN VERTICAL DATUM
FLEXAMAT	DIVISION OF PLANNING ROUTE DESIGNATION
NG=	NATURAL GRADE
GUY ANCHOR	COUNTY ROUTE	NGVD =	NATIONAL GEODETIC VERTICAL DATUM
PRIORITY 01: SERIOUS CONDITION	RAILROAD TRACK
PRIORITY 02: POOR CONDITION
MULTIPLE RAILROAD TRACK
PRIORITY 03: FAIR CONDITION
TRI-RAIL STATION
PROPOSED CHAIN LINK FENCE
RAILROAD STATION
PROPOSED HANDRAIL
SHEET PILING	GRADE CROSSING

FILTER POINT FABRIC	RAILROAD BELOW
© Erosion Restoration, LLC.	
REVISIONS		118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	LEGEND AND ABBREVIATIONS	PROJECT NO.
2024-064	SHEET
3	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
NTS	

Sheridan St
SIDEWALK

EXISTING GUARD RAIL FENCE

EXISTING HYDROTEX

EXISTING POLE

EG: 4.39

EXISTING POLE

EXISTING TEMPORARY SITE (BY OTHERS)
BENCHMARK LANDSHORE TBM # 1 NAIL & WASHER NORTHING: 617760.4281
EASTING: 908108.0143 ELEV (NAVD88): 6.17 FT

0	30	60

SCALE: 1"=30'

Feet

EG: 5.90

EG: 6.05

EG: 5.76

EG: 4.51

96" CMP

EG: -8.00

EXISTING CONCRETE SLAB
EG: 5.73
EG: 2.99

EXISTING TEMPORARY SITE (BY OTHERS)
BENCHMARK LANDSHORE TBM # 2 NAIL & WASHER NORTHING: 617762.7488
EASTING: 908115.4088 ELEV (NAVD88): 6.08 FT

EG: 5.82

EG: 5.24

EG: 5.70

EG: 0.97

EG: -3.27

EG: 5.39

EG: 6.20

EG: 6.14

EG: 5.77

EG: 0.22

EG: -1.55

EXISTING POLE

EX. TOS: EL ~ 5.66' EX. TOB: EL ~ 2.87'
WL: EL ~ 0.02'

EG: 5.16

EG: 5.88

EG: -0.73

EG: -0.58

EG: -1.36

EG: 0.04

EG: 0.00

EG: 5.44

EG: 5.51

EG: 6.09

EG: 6.18

EG: 6.11

EXISTING POLE SIDEWALK

EG: 6.01

EG: 4.63

EG: -0.41

EG: -1.29

EG: 0.19

EG: 0.25

EX. TOS: EL ~ 6.35' EX. TOB: EL ~ 2.88'

NW 72nd Ave

WL: EL ~ 0.02'

EXISTING POLE

EX. TOS: EL ~ 6.83'
EX. TOB: EL ~ 2.26' WL: EL ~ 0.02'

EG: 6.12

EG: 5.04

EG: 4.46

EG: -0.86

EG: -0.61

EG: 6.46

EG: 6.64

EG: 6.75

EXISTING POLE

EG: 6.58

EG: 6.71

EG: 6.48

EG: 6.29

EG: 5.88

EG: -0.86

EG: -1.50

EG: 1.47

EG: 4.50

EG: 4.48	EG: 4.00

EG: 4.03

EG: 3.28

EG: 2.59

EG: -0.75

CULVERT BAGS

EG: 0.24

EG: 0.15

EG: 0.04

EG: 1.63

EG: 0.96

EG: -0.81

EG: 6.79

STORM DRAIN MANHOLE

EG: -0.92

EG: -1.02

EG: -1.02

EG: -0.13

WCCDD EG: -1.78

EG: 4.19

EG: -1.07

EG: -0.66

EG: -0.91

EG: -0.78

EG: -0.64

EG: -1.15

EG: -0.89

EG: -1.69

EG: -1.66

O.W.T. 0.02'
05/16/2022

12IN CMP
EG: -1.50

EG: 1.70

EG: -0.30

EG: 3.34

EG: 3.07

EG: 2.89

EG: -1.29
EG: -0.13

EG: -1.00

EG: 0.35

EXISTING FENCE
EG: 6.04

EG: 4.26

EG: 5.60

EG: 6.18

EG: 5.41

EG: 4.70

EG: 2.43

SIDEWALK

EG: 7.91

EG: 8.94

EG: 7.60

EG: 8.40

EG: 7.14

EG: 7.56

EG: 7.02

EG: 6.38

EG: 6.15

EG: 3.90

EG: -1.12

EG: -1.14

EG: 3.95

EG: 6.86

TREE (DC)

EG: 8.98

WL: EL ~ 0.02' EX. TOB: EL ~ 3.05'
EX. TOS: EL ~ 7.42'

EG: 7.24

EG: 7.29

EG: 5.51

EG: -0.01

EG: 2.30

EG: -0.73

EG: 4.50

EG: 3.00

EG: 6.83

EXISTING FENCE

TREE (DC)

EG: 8.93

EG: 7.51

EG: 7.20

EG: 3.00

EG: 6.70

EG: 7.49

EG: 6.78

EG: 4.50

EG: -0.09

EG: 5.45

EG: 2.09

© Erosion Restoration, LLC.

DATE

REVISIONS
BY

118 Shamrock Blvd.,

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE

PROJECT NO.	SHEET	OF

DESCRIPTION

Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113

DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOPOGRAPHIC PLAN

2024-064
DRAWN BY:
NV

4
DATE:
03/07/2025

17
SCALE:
1"=30'

Sheridan St
SIDEWALK

BASELINE OF CONTRUCTION

EXISTING HYDROTEX

EXISTING CONCRETE SLAB

EXISTING TEMPORARY SITE (BY OTHERS)
BENCHMARK LANDSHORE TBM # 1 NAIL & WASHER NORTHING: 617760.4281
EASTING: 908108.0143 ELEV (NAVD88): 6.17 FT

0	30	60

SCALE: 1"=30'

Feet

5  INSTALL TYPE I FLOATING
17  TURBIDITY BARRIER

L=17.884, R=112.329
�=009.1222

EXISTING TEMPORARY SITE (BY OTHERS)

0+

BENCHMARK LANDSHORE TBM # 2 NAIL & WASHER NORTHING: 617762.7488
EASTING: 908115.4088 ELEV (NAVD88): 6.08 FT

SOIL SAMPLE N 617639.0176
E 908053.3587
U.S.C.S: (SP) Poorly graded sand AASHTO: A-3(0) Fine sand that is nonplastic Density Dry = 103.68 lb/ft³

STA. 31+74

STA. 30+88

Angle of Internal Friction = 27.5°

BEARING AND DISTANCE OF BASELINE

SIDEWALK

BASELINE OF CONTRUCTION

WCCDD
O.W.T.
0.02'
05/16/2022

STA. 31+45

INSTALL TYPE I FLOATING  5

724, R=2
D=014.53

TURBIDITY BARRIER	17
CULVERT BAGS

NW 72nd Ave

STORM DRAIN MANHOLE

31+89

31+50

L=29.208, R=200.000
�=008.3675

5  INSTALL TYPE I FLOATING
17  TURBIDITY BARRIER

7

6

BEARING AND DISTANCE OF BASELINE

TREE (DC)

TREE (DC)

INSTALL TYPE I FLOATING  5
TURBIDITY BARRIER	17

2+74

© Erosion Restoration, LLC.

DATE

REVISIONS
BY

118 Shamrock Blvd.,

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE

PROJECT NO.	SHEET	OF

DESCRIPTION

Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113

DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SURVEY CONTROL PLAN

2024-064
DRAWN BY:
NV

5
DATE:
03/07/2025

17
SCALE:
1"=30'

(FT)

SECTIONS  STATIONS	LENGTH

WIDTH (FT)

EROSION CONTROL ELEMENT

Sheridan St

BASELINE OF CONTRUCTION

0+45
TO
2+11

30+45
TO
31+89

166	10

144	8

PROPOSED 10'x50' FILTER POINT FABRIC LINING AVERAGE THICKNESS 4 IN, C125 EROSION CONTROL BLANKET OR SIMILAR, AND ST AUGUSTINE SOD OR SIMILAR

PROPOSED 10'x50' FILTER POINT FABRIC LINING AVERAGE THICKNESS 4 IN, C125 EROSION CONTROL BLANKET OR SIMILAR, AND ST AUGUSTINE SOD OR

SIDEWALK

EXISTING HYDROTEX

PTOB

96" CMP

EXISTING CONCRETE SLAB

0	30	60

SCALE: 1"=30'

Feet

SIMILAR

L=17.884, R=112.329

0+

�=009.1222

PROPOSED 10'X50' FILTER POINT
12  FABRIC LINING (THICKNESS 4 IN)

SIDEWALK

BASELINE OF CONTRUCTION

PTOB

WCCDD

STA. 31+74

STA. 31+45

STA. 30+88

O.W.T.
0.02'
05/16/2022

.724, R=2
D=014.53

PTOB

CULVERT BAGS

NW 72nd Ave

STORM DRAIN MANHOLE

-(E-W)
31+89

79.04'
N89° 33' 46.79"W

-(E-W)
31+50

-

	12IN CMP

L=29.208, R=200.000
�=008.3675

PTOB

7

6

PROPOSED 10'X50' FILTER POINT
12  FABRIC LINING (THICKNESS 4 IN)

TREE (DC)

TREE (DC)

2+74

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

EROSION ELEMENT CONTROL PLAN

PROJECT NO.	SHEET	OF
2024-064	6	17

Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

DRAWN BY:	DATE:

SCALE:

NV	03/07/2025  1"=30'

EG: 6.14

1  PROPOSED 10'X50' FILTER POINT

EG: 6.09

EG: 6.11

WL: EL ~ 0.02'

EXISTING FENCE

EG: 6.04

EG: 6.70

0	20	40

EG: 5.82

12

EG: 5.24

FABRIC LINING (THICKNESS 4 IN)
EG: 6.20
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS

EG: 6.18

EX. TOB: EL ~ 2.88' EX. TOS: EL ~ 6.38'

EG: 6.46

EG: 6.64

EG: 6.75

EG: 6.79

EG: 6.86

EG: 6.83

EG: 4.50

EG: 5.45

SCALE: 1" = 20'

Feet

EXISTING CONCRETE SLAB

TOS TOS

BEGIN SECTION 1 ALIGNMENT: (N-S) STA 0+45
OFFSET 0.00' ()

EG: 4.39

EG: 5.73

EG: 2.99

EG: -3.27

EG: 5.39	EG: 5.44	EG: 5.51

EG: 0.04
EG: 0.00

EG: -1.55

EG: 0.19

EG: 0.25

CULVERT BAGS

PTOB

EG: 1.47

EG: 4.19

12IN CMP

EG: 0.35

EG: 3.95

FINISH SECTION 1 (N-S)
STA 2+11
OFFSET 0.00' ()
EG: -1.14

EG: 3.00

EG: -0.73

EG: -0.09

2+74

TOS TOS TOS TOS

EG: -1.36

EG: -1.29

EG: -0.61

EG: -1.50

EG: -1.12

EG: -8.00

96" CMP

EG: -0.73

EG: -0.58

14.

D=0  531

724	2

, R=

EG: -1.50

EG: -1.00

EG: -0.01

EG: 2.30

EROSION CONTROL ELEMENT CENTER LINE

EXISTING HYDROTEX

PTOB

EG: 4.51

EG: 0.97

TOS

EG: 0.22

EG: 5.16

EG: 4.63

EG: -0.41

EG: -0.86

EG: -0.86

EG: -0.75

EG: -1.78

EG: 2.43

TRANSITION EAST TO WEST SIDE STA 1+80.73
OFFSET 0.00' ()

EG: 3.90

EG: 3.00

EG: 2.09

TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS

EG: 5.04

L=17.8TOS8TOS 4TOS , R=1TOS 1TOS TO2S TOS.329 TOS TOS

EG: 5.77

EG: 5.88

EG: 4.46

EG: 4.50

TOS TOS

�=009.1222

EG: 5.76

EG: 5.70

EX. TOS: EL ~ 5.64' EX. TOB: EL ~ 3.03'
WL: EL ~ 0.02'

EG: 6.01

EG: 6.12

EG: 2.59
EG: -0.81

EG: -1.29

EG: -0.13

EG: 6.15

EG: 5.51

STA. 30+88

EG: 5.88

EG: 3.28

EG: 0.96

EG: -1.69

EG: -1.66

EG: 4.70

EG: 6.38

EG: 7.24

EG: 7.29

EG: 7.20

EG: 6.78

SECTION # 1 NORTH - SOUTH SIDE









15	15	15	15

TOB

10
PROPOSED TOB
EL 4.10 [DATUM: NAVD 88]

10

TOB

PROPOSED TOB
EL 4.10 [DATUM: NAVD 88]

10	PROPOSED TOB

TOB

EL 4.10 [DATUM: NAVD 88]

10	PROPOSED TOB

TOB

EL 4.10 [DATUM: NAVD 88]

ELEVATION (FT - NAVD88)

ELEVATION (FT - NAVD88)

5

5

O.W.T. (05/16/2022)
Elev = 0.02
D.W.T.
Elev = -0.30

O.W.T. (05/16/2022)

ELEVATION (FT - NAVD88)

5

Elev = 0.02
D.W.T.
Elev = -0.30

O.W.T. (05/16/2022)

ELEVATION (FT - NAVD88)

5

Elev = 0.02
D.W.T.
Elev = -0.30

TOB

TOB

TOB

O.W.T. (05/16/2022)

TOB

Elev = 0.02
D.W.T.
Elev = -0.30

0	0	0	0

-5

-10

1 PROPOSED 10'X50' FILTER POINT
12 FABRIC LINING (THICKNESS 4 IN)

PROPOSED TOE
EL -4.51 [DATUM: NAVD 88]

-5

-10

1 PROPOSED 10'X50' FILTER POINT
12 FABRIC LINING (THICKNESS 4 IN)

PROPOSED TOE
EL -3.38 [DATUM: NAVD 88]

-5

-10

1 PROPOSED 10'X50' FILTER POINT
12 FABRIC LINING (THICKNESS 4 IN)

PROPOSED TOE
EL -3.58 [DATUM: NAVD 88]

-5

-10

1 PROPOSED 10'X50' FILTER POINT
12 FABRIC LINING (THICKNESS 4 IN)

PROPOSED TOE
EL -1.26 [DATUM: NAVD 88]

-15

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30

-15

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30

-15

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30

-15

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30

XS 1 (STA 0+65)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

XS 2 (STA 1+05)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

XS 3 (STA 1+40)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

XS 4 (STA 2+10)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PROJECT NO.	SHEET	OF
2024-064	7	17

Office: 941-303-5238
Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PLAN AND CROSS SECTIONS

DRAWN BY:	DATE:

SCALE:

NV	03/07/2025 AS SHOWN

EG: 6.86

EG: 3.95

FINISH SECTION 1 (N-S)
STA 2+11

EG: -1.14

EG: -1.12

EG: 6.15
TRANSITION EEAGS: 3T.9T0O WEST SIDE STA 1+80.73
OFFSET 0.00' ()

EG: 6.38

EG: 7.02

EG: 7.56

EG: 7.14

EG: 6.18

EG: 8.40

6

EG: 7.60

EG: 5.60

EG: 7.91

EXISTING FENCE

EG: 6.04

OFFSET 0.00' ()

EG: 0.35

EG: -1.00

EG: 2.43

EG: -1.29
L=29.208, R=200.000
�=008.3675

EG: 4.70

EG: -0.13

EG: -1.66

EG: 5.41

EG: 2.89

EG: -0.89

BEARING AND DISTANCE OF BASELINE
PTOB

EG: 3.07

EG: -0.64

EG: 3.34

EG: -0.30

EG: 4.26

EG: 1.70

EG: -0.66

0	20	40

SCALE: 1" = 20'

EROSION CONTROL ELEMENT CENTER LINE

Feet

STORM DRAIN MANHOLE

EG: 4.19

12IN CMP

EG: -1.50

D=014.5312
24, R=200.000

EG: -1.78

EG: -0.81

EG: -1.69

EG: -1.15

)

EG: -0.13

EG: -0.78

N89° 33' 46.79"W
79.04'

EG: -1.02

EG: -0.91

31+50
-(E-W)

EG: -1.02

EG: -1.07

31+89
-(E-W)

EG: -0.92

EG: 6.79

CULVERT BAGS

BEGIN SECTION 2 (E-W)

EG: -1.50

EG: -0.75

PTOB

EG: 2.59

EG: 0.96

EG: 3.28

EG: 1.63

EG: 4.03

EG: 0.04

EG: 4.00

EG: 0.15

PTOB

EG: 4.48

EG: 0.24

EG: 4.50

FINISH SECTION 2 (E-W)
STA 31+89

STA 30+45

TOS TOS

TOS TOS TOS TOS TOS TOS TOS TOS TOS

EG: 6.75

EG: 1.47

EG: -0.61

EG: -0.86

EG: 4.46

EG: 5.88

EG: 6.29

WL: EL ~ 0.02'
EX. TOB: EL ~ 2.21'

EX. TOS: EL ~ 6.83'

EG: 6.48	EG: 6.71	EG: 6.58

PROPOSED 10'X50' FILTER POINT	2
FABRIC LINING (THICKNESS 4 IN)	12

TOS TOS TOS TOS TOS TOS TOS TOS TOS

TA. 30+88

STA. 31+45

STA. 31+74

EG: 6.64





15	15

SECTION # 2 EAST-WEST SIDE



15

42.28'

10

PROPOSED TOB

TOB

EL 4.10 [DATUM: NAVD 88]

PROPOSED TOB

10

EL 4.10 [DATUM: NAVD 88]

PROPOSED TOB

TOB

TOB

TOB

10

EL 4.10 [DATUM: NAVD 88]

ELEVATION (FT - NAVD88)

TOB

ELEVATION (FT - NAVD88)

TOB

5

5

O.W.T. (05/16/2022)
Elev = 0.02
D.W.T.
Elev = -0.30

O.W.T. (05/16/2022)
Elev = 0.02
D.W.T.
Elev = -0.30

O.W.T. (05/16/2022)

ELEVATION (FT - NAVD88)

5

Elev = 0.02
D.W.T.
Elev = -0.30

0	0	0

-5

2 PROPOSED 10'X50' FILTER POINT

8.00'

PROPOSED TOE

-5

PROPOSED 10'X50' FILTER POINT

PROPOSED TOE

-5

PROPOSED 10'X50' FILTER POINT

PROPOSED TOE

-10

12 FABRIC LINING (THICKNESS 4 IN)

EL -4.63 [DATUM: NAVD 88]

-10

2
12 FABRIC LINING (THICKNESS 4 IN)

EL -4.91 [DATUM: NAVD 88]

-10

2
12 FABRIC LINING (THICKNESS 4 IN)

EL -5.08 [DATUM: NAVD 88]

-15
-35

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30	35

-15
-35

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30	35

-15
-35

-30

-25

-20

-15

-10  -5	0

5	10	15	20	25	30	35

XS 5 (STA 30+88)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

XS 6 (STA 31+45)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

XS 7 (STA 31+74)
Scale:	1" = 10' Vertical
1" = 20' Horizontal

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PROJECT NO.	SHEET	OF
2024-064	8	17

Office: 941-303-5238
Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PLAN AND CROSS SECTIONS

DRAWN BY:	DATE:

SCALE:

NV	03/07/2025 AS SHOWN

610

5.09

SWMH

SIDEWALK

STORM DRAIN MANHOLE

EG: 5.82

EG: 6.14

EG: 6.20
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS

EG: 5.24

EG: 6.09

EG: 6.18

EG: 6.11
WL: EL ~ 0.02' EX. TOB: EL ~ 2.88'
EX. TOS: EL ~ 6.38'

EG: 6.46

EG: 6.64

EG: 6.75

EG: 6.79

EXISTING FENCE

EG: 6.04

EG: 6.86

EG: 6.83

EG: 4.50

EG: 6.70

EG: 5.45

0	25	50

SCALE: 1" = 25'

Feet

EXISTING CONCRETE SLAB

TOS TOS TOS

BEGIN SECTION 1 ALIGNMENT: (N-S) STA 0+45

EG: 5.73

EG: 2.99

EG: 5.39	EG: 5.44	EG: 5.51

EG: 0.04
EG: 0.00
EG: 0.19

EG: 0.25

CULVERT BAGS

PTOB

EG: 1.47

EG: 4.19

EG: 0.35

EG: 3.95

FINISH SECTION 1 (N-S)
STA 2+11
OFFSET 0.00E'G(:)-1.14

EG: 3.00

EG: -0.73

EG: -0.09

OFFSET 0.00' ()

TOS TOS TOS

TOS TOS TOS

EG: 4.39

EG: -8.00

EG: -3.27

EG: -1.55

EG: -1.36

EG: -1.29

EG: -0.61

EG: -1.50

12IN CMP

EG: -1.12

EG: -0.01

2+74

TOS TOS TOS

EROSION CONTROL ELEMENT

96" CMP

EG: 0.22

EG: -0.73

TOS TOS TOS

EG: -0.58

EG: -0.41

EG: -0.86

EG: -0.86

EG: -1.78

EG: -1.50

EG: -1.00

EG: 2.30
TRANSITION EAST TO WEST SIDE STA 1+80.73

EG: 2.09

CENTER LINE

EXISTING HYDROTEX

PTOB
EG: 4.51

EG: 0.97

EG: 5.16
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS

EG: 4.63

EG: 5.04

EG: -0.75

EG: 2.43

OFFSET 0.00' ()

EG: 3.90

EG: 3.00

TOS TOS TOS TOS TOS

1	PROPOSED 10'X50' FILTER POINT
12	FABRIC LINING (THICKNESS 4 IN)

TOS TOS TOS TOS TOS TOS

TOS TOS

EG: 5.70

EG: 5.77

EX. TOS: EL ~ 5.64' EX. TOB: EL ~ 3.03'
WL: EL ~ 0.02'

EG: 5.88

EG: 6.01

EG: 6.12

EG: 4.46

EG: 2.59	EG: -0.81

EG: -1.29

EG: 6.15

EG: 5.51

EG: 4.50

EG: 5.76

STA. 30+88

EG: 5.88

EG: 3.28

EG: 0.96

EG: -1.69

EG: -1.66

EG: -0.13

EG: 4.70

EG: 6.38

EG: 7.24

EG: 7.29

EG: 7.20

EG: 6.78

PROFILE
20

SECTION # 1 PROFILE

15

10	EXISTING GRADE
EL = 5.17'

5

0

EXISTING SLOPE (HYDROTEX)

EXISTING PIPE (TOP OF PIPE) EL = -0.46'

BIG PIPE

O.W.T. EL = 0.02'

D.W.T.
EL = -0.30'

EXISTING GRADE EL = -1.47'

PROPOSED TOP OF BANK EL = 4.10

EXISTING GRADE EL = 0.02'

EXISTING TOP OF BANK EL = 2.97

EXISTING GRADE EL = -1.47'

EXISTING TOP OF SLOPE EL = 6.62

EXISTING PIPE (TOP OF PIPE) EL = -1.00'
12IN PIPE

PROPOSED TOP OF BANK EL = 4.10

ELEVATION (FEET)

EXISTING GRADE EL = -1.25'

-0.6%

Scale:
Horizontal	= 1" = 25'
Vertical	= 1" = 10'

-5

-10

0+00

-12

+25

1+00

+25

2+00

+25

+50

+75

3+00

EXISTING CONCRETE SLAB

PROPOSED TOE EL = -4.51

+50

+75

PROPOSED FINISH BASE SLOPE EL=-6.31

PROPOSED TOE EL = -3.38

PROPOSED TOE EL = -3.30

PROPOSED TOE EL = -3.58
TRANSITION EAST TO WEST SIDE

+50

+75

EL = -3.80

DISTANCE (FEET)

PROPOSED TOE EL = -1.26

PROPOSED FILTER POINT FABRIC LINING (THICKNESS 4 IN)

PROPOSED FINISH BASE SLOPE EL=-3.90

STA:2+58.00 ELEV:-1.25

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PROJECT NO.	SHEET	OF
2024-064	9	17

Office: 941-303-5238
Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PLAN AND PROFILE

DRAWN BY:	DATE:

SCALE:

NV	03/07/2025 AS SHOWN

EG: 6.83

EG: 3.00

EG: 4.50

EG: -0.73

EG: -1.14

EG: -0.01

EG: 3.00

EG: 2.30

EG: 5.51

EG: 6.15

EG: 7.29

EG: 7.24

EG: 8.93

EG: 7.56

EG: 8.98

EG: 8.40

EG: 8.94

EG: 6.86

EG: 3.95

EG: -1.12

TRANSITIOENGE: 3A.9S0T TO WEST SIDE STA 1+80.73

EG: 6.38

EG: 7.02

EG: 7.14

EG: 7.60

EG: 7.91

0	25	50

EXISTING FENCE

EG: 6.04

FINISH SECTION 1 (N-S)
STA 2+11
OFFSET 0.00' ()

EG: 0.35

OFFSET 0.00' ()

EG: 2.43

EG: -1.00

EG: 4.70

EG: -0.13
EG: -1.29

EG: 5.41

EG: 2.89

EG: 6.18

PTOB
EG: 3.07

EG: 5.60

EG: 3.34

EG: -0.30

EG: 4.26

EG: 1.70

EROSION CONTROL ELEMENT

SCALE: 1" = 25'

Feet

NW 72nd Ave

STORM DRAIN MANHOLE

EG: 6.79

EG: 4.19

12IN CMP

EG: -1.50

EG: -1.78

L=29.208, R=200.000
�=008.3675

EG: -0.81

EG: -1.66

EG: -1.69

EG: 0.96

EG: -0.89

EG: -1.15

EG: -0.13

PTOB

EG: 1.63

EG: -0.64

N89° 33' 46.79"W
79.04'

EG: -0.78

EG: -1.02

EG: 0.04

EG: -0.91

31+50
-(E-W)

EG: -1.02

EG: 0.15

EG: -0.66

EG: -1.07

EG: -0.92

EG: 0.24

CENTER LINE

31+89
-(E-W)

CULVERT BAGS

BEGIN SECTION 2 (E-W)

EG: -1.50

014.5312
4, R=200.

EG: -0.75

EG: 2.59

EG: 3.28

EG: 4.03

EG: 4.00

PTOB

EG: 4.48

EG: 4.50

FINISH SECTION 2 (E-W)
STA 31+89

STA 30+45

EG: 6.75

EG: 1.47

EG: -0.61

EG: -0.86

EG: 4.46

EG: 5.88

EG: 6.29

WL: EL ~ 0.02'
EX. TOB: EL ~ 2.21'
EX. TOS: EL ~ 6.83'

EG: 6.48	EG: 6.71	EG: 6.58

TOS TOS TOS

STA. 30+88

STA. 31+45

STA. 31+74

EG: 6.64

TOS TOS TOS

EG: 6.46

20

EG: -0.86

EG: 6.12

PROFILE

SECTION # 2 PROFILE

15
EXISTING GRADE EL = 6.77'

10

PROPOSED FILTER POINT FABRIC LINING (THICKNESS 4 IN)

EXISTING TOP OF SLOPE EL = 5.65

O.W.T.

EXISTING TOP OF BANK EL = 2.54

PROPOSED TOP OF BANK
EL = 4.10

PROPOSED TOP OF BANK EL = 4.10
5
EXISTING GRADE
EL = 0.57'

0

EXISTING GRADE EL = -1.86'

D.W.T.
EL = -0.30'

EL = 0.02'

EXISTING GRADE EL = -1.49'

EXISTING GRADE EL = -0.99'

ELEVATION (FEET)

EXISTING GRADE EL = -0.81'

-0.6%

-5	12IN PIPE

Scale:
Horizontal	= 1" = 25'
Vertical	= 1" = 10'

-10

30+00

-12

PROPOSED TOE EL = -3.80

+25

+50

+75

+50

TRANSITION NORTH TO SOUTH SIDE EL -3.80'

PROPOSED TOE EL = -4.63

31+00

+25

DISTANCE (FEET)

+75

32+00

PROPOSED TOE EL = -4.91

PROPOSED TOE EL = -5.08

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PROJECT NO.	SHEET	OF
2024-064	10	17

Office: 941-303-5238
Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PLAN AND PROFILE

DRAWN BY:	DATE:

SCALE:

NV	03/07/2025 AS SHOWN

							

Bathymetric Table	
Number	Minimum Elevation	Maximum Elevation	Color	
1	-8.50'	-8.00'		
2	-8.00'	-7.20'		
3	-7.20'	-5.10'		
4	-5.10'	-4.00'		
5	-4.00'	-2.90'		
6	-2.90'	-1.80'		
7	-1.80'	-0.70'		
8	-0.70'	-0.35'		
9	-0.35'	0.00'		
10	0.00'	0.02'		

0	20	40
Feet

Lake Characteristics

Date	: 05/16/2022
Area	: 9956 Sq. Ft. Perimeter	: 1335 Ft.
Capacity	: 590 CY
Av. Sed.	:± 1.20 Ft
M.W.T.	: 0.02Ft
Depth	: ± 8.50Ft. Min. Slope	: Horizontal Max. Slope	: 0.08H:1V Mean Slope	: 4.76H:1V	

D.W.T.
-0.30'
O.W.T. 0.02'
05/16/2022

© Erosion Restoration, LLC.	
REVISIONS	

	118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113
	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	BATHYMETRIC PLAN	PROJECT NO.
2024-064	SHEET
11	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
1" = 20'	

	1. TYPICAL SECTION: NORTH-SOUTH SIDE		
	PROPOSED DESIGN TYP.		
	CANAL MAINTENANCE EASEMENT		
MATCHING EXISTING GRADE			

MEAN WIDTH		
MATCHING EXISTING GRADE			
SOD TO DWT	33.5		
C125 EROSION CONTROL BLANKET			
	PROPOSED TOB		
PROPOSED TOB	EL 4.10 [DATUM: NAVD 88]		
EL 4.10 [DATUM: NAVD 88]			
	
O.W.T.		
	EL 0.02'		
	[DATUM: NADV 88]		
	D.W.T.		
	EL -0.30'		
EXISTING GRADE	[DATUM: NADV 88]		

18" - 24" VERTICAL ANCHOR-TRENCH	

18" - 24" VERTICAL ANCHOR-TRENCH		

AREA TO BE BACKFILLED WITH ONSITE	

NON-WOVEN FILTER OR SIMILAR		
MATERIAL IN 6" LAYERS AND COMPACTED	CLOTH INSTALLED BEFORE		
		10.0'	UNROLLING THE HYDROTEX FILTER				
	POINT LINING (THICKNESS 4 IN)		

PROPOSED 10'X50' FILTER POINT			
FABRIC LINING (THICKNESS 4 IN)			
	PROPOSED FINISHED GRADE		
MATERIAL TO BE DREDGED			
		2. TYPICAL SECTION: EAST-WEST SIDE		
		PROPOSED DESIGN TYP.		
		CANAL MAINTENANCE EASEMENT		

MEAN WIDTH		
	MATCHING EXISTING GRADE	45.1	MATCHING EXISTING GRADE		
	
SOD TO DWT	PROPOSED TOB
EL 4.10 [DATUM: NAVD 88]		
	PROPOSED TOB			
	EL 4.10 [DATUM: NAVD 88]			
	C125 EROSION CONTROL BLANKET			
		O.W.T.		
		EL 0.02'		
		[DATUM: NADV 88]		
EXISTING GRADE				
		D.W.T.		
		EL -0.30'		
		[DATUM: NADV 88]		

18" - 24" VERTICAL ANCHOR-TRENCH		

18" - 24" VERTICAL ANCHOR-TRENCH		

AREA TO BE BACKFILLED WITH ONSITE		
		MATERIAL IN 6" LAYERS AND COMPACTED		
	PROPOSED 10'X50' FILTER POINT			
	FABRIC LINING (THICKNESS 4 IN)	8.0'	NON-WOVEN FILTER OR SIMILAR		
		CLOTH INSTALLED BEFORE		
		UNROLLING THE HYDROTEX FILTER		
		POINT LINING (THICKNESS 4 IN)		
		PROPOSED FINISHED GRADE		
	MATERIAL TO BE DREDGED		© Erosion Restoration, LLC.	
REVISIONS		118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	DETAILS	PROJECT NO.
2024-064	SHEET
12	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
N.T.S	

1.	SIDE VIEW. HEADWALL/CULVERT AND	2.	TOP SHOREFLEX. HEADWALL/CULVERT
FILTER POINT FABRIC INTERACTION	AND FILTER POINT FABRIC INTERACTION

EXISTING GRADE
PROPOSED FILTER POINT FABRIC
EXISTING HEADWALL/CULVERT, TYP.

OVERLAP FILTER POINT FABRIC BEHIND EXISTING HEADWALL/CULVERT
PROPOSED FILTER POINT FABRIC

TRENCH FILTER
POINT FABRIC AT	PROPOSED FILTER POINT
TOP OF SLOPE TO	FABRIC PLACE AT BASE OF
ANCHOR IN PLACE	HEADWALL.

TOP VIEW. FILTER POINT FABRIC TRENCH DETAIL

VARIES		VARIES	VARIES 8' OR 10'

ST AUGUSTINE	FILTER POINT
SOD OR SIMILAR	FABRIC

18" VERTICAL ANCHOR-TRENCH
(MIN 2-3 BLOCKS)

© Erosion Restoration, LLC.	
REVISIONS		118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	DETAILS	PROJECT NO.
2024-064	SHEET
13	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
N.T.S	

ITEM NUMBER	
FDOT OR LSE REFERENCE NUMBER	

DESCRIPTION	

UNIT	

NORTH-SOUTH SIDE	

EAST -WEST SIDE	

"QUANTITY TOTAL"	

1	
01026 1	MOBILIZATION AND DEMOBILIZATION	
LS	
1	
1	
2	

2	
104-11-3	
SILT FENCE (PER LF)	
LF	
200	
0	
200	

3	
104-11-I	FLOATING TURBIDITY BARRIER. TYPE I	
LF	
50	
50	
100	

4	
110-1-1	CLEARING AND GRUBBING	
LS	
1	
1	
2	

5	
120- 1	REGULAR EXCAVATION/ DREDGING CANAL BOTTOM	
CY	
291	
383	
674	

6	
120-6	
EMBANKMENT	
CY	
503	
21	
524	

7	
900-4	
NON-WOVEN FILTER	
SY	
968	
840	
1808	

8	
E400-21-4.2	FILTER POINT FABRIC LINING AVERAGE THICKNESS 4 IN	
SY	
968	
840	
1808	

9	
900-2	EROSION CONTROL BLANKET	
SY	
542	
235	
777	

10	
02930-2.1	
SODDING	
SY	
504	
202	
705	

11	
E900-100-200	
ACCESS AREA REPAIR	
SY	
480	
0	
480	

BENCHMARK LOCATION

EXISTING TEMPORARY SITE (BY OTHERS)
BENCHMARK LANDSHORE TBM # 1 NAIL & WASHER NORTHING: 617760.4281
EASTING: 908108.0143 ELEV (NAVD88): 6.17 FT

Sheridan St

EXISTING TEMPORARY SITE (BY OTHERS)
BENCHMARK LANDSHORE TBM # 2 NAIL & WASHER NORTHING: 617762.7488
EASTING: 908115.4088 ELEV (NAVD88): 6.08 FT

STA. 31+74

STA. 31+45

STA. 30+88

nd Ave

SCALE: 1" = 50'

STAGING AREA LOCATION

Sheridan St

2
17

STAGING AREA

QUANTITY INFORMATION FOOTNOTES:

PROJECT LENGTH = 325.50 FT
110-1-1 - INCLUDES CLEARING AND GRUBBING OF ALL MATERIAL THAT WILL BE REMOVED FROM THE JOB SITE.
120-1 - INCLUDES ALL EXCAVATING AND EXPORTING EXCESS AND UNSUITABLE MATERIAL OFF-SITE, AND ALSO INCLUDES MATERIAL THAT WILL BE MECHANICALLY DREDGED OR OTHER DREDGING SYSTEM DESIRED BY THE E.O.R. TO COMPLETE THE PLACEMENT OF THE CONCRETE BLOCK EROSION CONTROL MAT.
120-6 - INCLUDES SUITABLE BACKFILL TO COMPLETE THE GRADING AND SHAPING COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE (ACCORDING ASTM D 698).
02930-2.1 - INCLUDES GROUND PREPARATION AND COMPLETE MAINTENANCE OF THE AREA UNTIL FINAL COMPLETION. REFER TO VEGETATION SPECIFICATION 02930 FOR ADDITIONAL PLANTING DETAILS.

FDOT: FLORIDA DEPARTMENT OF TRANSPORTATION LSE:	LANDSHORE ENTERPRISES, LLC

STA. 31+74

STA. 31+45

STA. 30+88

72nd Ave

SCALE: 1" = 50'

PROPOSED SPOIL/ DEWATERING AREA

© Erosion Restoration, LLC.

DATE

REVISIONS
BY

118 Shamrock Blvd.,

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE

PROJECT NO.	SHEET	OF

DESCRIPTION

Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113

DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SUMMARY AND QUANTITIES

2024-064
DRAWN BY:
NV

14
DATE:
03/07/2025

17
SCALE:
N.T.S

FILTER POINT FABRIC LINING (ARMORFORM) DATA SHEET AND PERFORMANCE

Filter Point Mat (FPM) is an erosion resistant, permeable concrete lining formed with a double-layer woven fabric, joined together by interwoven, filter points (drains). Once pumped, the cobbled surface and relatively high coefficient of friction act to reduce velocity and wave run-up. The filter points provide for the relief of hydrostatic uplift pressure, increasing the system’s stability.

Filter Point Mat (FPM) form a lining of average thickness and specified weight to provide strength and erosion protection to resist the calculated tractive forces. The design criterion for selection of lining thickness is the same as that used to determine the thickness of conventional concrete slope paving. FPM is custom fabricated into multiple mill width panels, designed to fit actual site dimensions and topography.

DESIGN CONSIDERATIONS
FPM is used where velocities are low, bedload and ice formations are light and a roughness coefficient of N= 0.025 to 0.030 is acceptable.
FPM is used where wave action is light.
FPM is ideal for underwater placement.
FPM should be installed on engineered slopes.

APPLICATIONS
Bridge Abutments
Storm Sewer Outfalls
Channel Lining
Pond Lining
Shoreline Revetments
Spillway/Weir Structures
Embankments

© Erosion Restoration, LLC.	
REVISIONS	

	118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113
	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	MANUFACTURER'S SPECIFICATIONS	PROJECT NO.
2024-064	SHEET
15	OF
17	
DATE	BY	DESCRIPTION								
										
							DRAWN BY:
NV	DATE:
03/07/2025	SCALE:
NA	

	

Specification Sheet
EroNet™ C125® Erosion Control Blanket

DESCRIPTION
The long-term double net erosion control
blanket shall be a machine-produced mat of	Index Property	Test Method  Typical
100% coconut fiber with a functional longevity
of  up  to  36  months.  (NOTE:  functional	Thickness	ASTM D6525	0.22 in.
(5.59 mm)
	
longevity may vary depending upon climatic	Resiliency	ECTC Guidelines  82%
conditions, soil, geographical location, and	Water Absorbency	ASTM D1117	167%
elevation). The blanket shall be of consistent	Mass/Unit Area	ASTM 6475	7.73 oz/sy
(262.8 g/sm)
thickness with the coconut evenly distributed  Swell	ECTC Guidelines 13% over the entire area of the mat. The blanket  Smolder Resistance	ECTC Guidelines Yes shall be covered on the top and bottom sides
with  a  heavyweight  photode-gradable   Stiffness	ASTM D1388	0.75 oz-in
Light Penetration	ASTM D6567	16.6%
polypropylene	netting	having	ultraviolet	472.8 lbs/ft
additives  to  delay  breakdown  and  an	Tensile Strength - MD	ASTM D6818	(7.01 kN/m)
approximate 0.63 x 0.63 in (1.59 x 1.59 cm)	Elongation - MD	ASTM D6818	25.6%
mesh. The blanket shall be sewn together on	Tensile Strength - TD	ASTM D6818	225.6 lbs/ft
1.50 inch (3.81 cm) centers with degradable	(3.35 kN/m)
thread. The blanket shall be manufactured with	Elongation - TD	ASTM D6818	33.9%
a colored thread stitched along both outer	Biomass Improvement	ASTM 7322	257% edges (approximately 2-5 inches [5-12.5 cm]		Design Permissible Shear Stress from the edge) as an overlap guide for
Unvegetated Shear Stress	2.25 psf (108 Pa)
adjacent mats. The C125 shall meet Type 4
specification requirements established by the	Unvegetated Velocity	10.0 fps (3.05 m/s)
Erosion Control Technology Council (ECTC) and Federal Highway Administration’s (FHWA) FP-03 Section 713.17

Material Content	Slope Design Data: C Factors
0.5 lbs/sq yd	Slope Gradients (S)
Matrix	100% Coconut Fiber	(0.27 kg/sm)
Slope Length (L)	≤ 3:1	3:1 – 2.1	≥ 2:1
Heavyweight photodegradable  3 lbs/1000 sq ft
Netting	with UV additives	(14.6 g/sm)	≤ 20 ft (6 m)	0.001	0.029	0.082
Thread	Black polypropylene	20-50 ft	0.036	0.060	0.096
≥ 50 ft (15.2 m)	0.070	0.090	0.110
Standard Roll Sizes
Width	6.67 (2.03 m)	8 ft (2.44 m)	16 ft (4.87 m)	Roughness Coefficients – Unveg.
Length	108 ft (32.92 m) 112 ft (35.14 m)  112 ft (34.14 m)	Flow Depth	Manning’s n
Weight ± 10%  44 lbs	56.25 lbs	112.5 lbs	≤ 0.50 ft (0.15 m)	0.022
(19.95 kg)	(25.5 kg)	(51 kg)	0.50 – 2.0 ft	0.022-0.014
80 sq yd	100 sq yd	200 sq yd
Area	(66.9 sm)	(83.61 sm)	(167.22 sm)	≥ 2.0 ft (0.60 m)	0.014

Western Green	 ©2019, North American Green is a registered trademark from Western Green. Certain 4609 E. Boonville-New Harmony Rd. products and/or applications described or illustrated herein are protected under one Evansville, IN 47725	or more U.S. patents. Other U.S. patents are pending, and certain foreign patents and
patent applications may also exist.Trademark rights also apply as indicated herein.
Final determination of the suitability of any information or material for the use
nagreen.com	contemplated, and its manner of use, is the sole responsibility of the user. Printed in
800-772-2040	the U.S.A.

EC_RMX_MPDS_C125_3.20

© Erosion Restoration, LLC.	
REVISIONS	

	118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238
Fax: 941-218-6113
	THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.	MANUFACTURER'S SPECIFICATIONS	PROJECT NO.
2024-064	SHEET
16	OF
17	
DATE	BY	DESCRIPTION								
										
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NV	DATE:
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NA	

				

					

		

		

				

	

	

	

	

	

					

					

				

		

	

	

ELEVATION

POST OPTIONS: WOOD 2-1/2" MIN. DIA. WOOD 2"X4"
OAK 1-1/2"X1-1/2"
STEEL 1.33 LBS./FT. MIN.

FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.)

OPTIONAL POST POSITIONS

VERTICAL

SECTION

PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW)

FILTER FABRIC

UPLAND BUFFER/CE LINE LIMITS OF CLEARING
SILT FENCE

SILT FENCE

ORANGE SAFETY FENCE

6" MAX

EROSION AND SEDIMENTATION CONTROL NOTES
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOOD PLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOOD PLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.

6" MAX

6" MAX

NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)
TYPE III SILT FENCE

NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3

TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
 SILT FENCE APPLICATIONS
N.T.S.

WORK AREA

MINIMUM STANDARDS		
SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE.

ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING
ON TO ADJACENT PROPERTIES.	13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.	

3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.	15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.

16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.	
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.	UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:

NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.	
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.	EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.	

SURFACE RUNOFF FROM DISTURBED AREAS THAT IS
COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND-DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN.

AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.	D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.

18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO
LARGER LAND-DISTURBING ACTIVITIES.	
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.

10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.	
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.	
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.	
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION.
21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE.	
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH
THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.	
22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW
THE REQUIREMENTS OF THE FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL MANUAL (JULY 2018).	
	23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS.	

 SILT FENCE/ORANGE FENCE PLACEMENT DETAIL AROUND WETLANDS
N.T.S.
26" MIN.

CONSERVATION EASEMENT

12"

No Clearing or Land Disturbance Beyond This Sign!

4'-0"

DO NOT REMOVE THIS SIGN

NOTES:
SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST

STEEL OR WOOD POST

6.

10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE

NOTE:
SIGN MATERIAL SHALL BE PLASTIC OR METAL, ATTACHED TO 4"x4" TREATED WOOD POST.
CONSERVATION EASEMENT SHALL BE 3" HIGH LETTERS.
ALL OTHER LINES OF TEXT SHALL BE 1" HIGH WITH 1" SPACING BETWEEN LINES.
SIGN SHALL HAVE WHITE BACKGROUND WITH CONTRASTING COLOR FOR THE LETTERING.
SIGNS SHALL BE PLACED AS SHOWN ON PLANS, BUT NO LESS THAN EVERY 200 LINEAR FEET AND AT VERTICES NOT CLOSER THAN 25 FEET AND IN NO CASE SHOULD EXCLUDE AREAS INCLUDED IN THE CONSERVATION EASEMENT.

NOTICE:

STEEL OR WOOD POST- 36" HIGH MAX.
PONDING HEIGHT FLOW

4"X6" TRENCH WITH COMPACTED BACKFILL
TRENCH DETAIL

PONDING HEIGHT

FLOW

3 4" MIN. DRAIN ROCK

INSTALLATION WITHOUT

CONSERVATION EASEMENT SIGN
N.T.S.

PLYWOOD, 4'X2' PAINTED WHITE
BLACK LETTERS 6" HEIGHT
LAG SCREWS
(12" DIA.)

LEGEND

TYPE IV SILT FENCE
N.T.S. 2"X4" WOOD FRAME
CROSS BRACE

FRAME

TRENCHING

GATHER EXCESS
AT CORNERS

WOOD POSTS (4"X4"X9')

CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)

.12" DIA. STEEL WIRE

2"X4" WOOD FRAME
VIEW OF FRAME WITHOUT SILT FENCE
FABRIC

DROP INLET WITH GRATE

VIEW OF FRAME WITH SILT FENCE
2"X2" STAKE

STAPLES (2 PER BALE)
WOOD OR METAL (2 PER BALE)
NATIVE MATERIAL (OPTIONAL)

STAPLE DETAIL

SECTION B-B

SYNTHETIC BALE BINDING WIRE

10 mil PLASTIC LINING

STAKE (TYP.) SYNTHETIC BALE

NOTES:

NOTE:

 SILT FENCE INLET PROTECTION
N.T.S.

NOTES:

A

PLAN

A (TYP.)

10 mil. PLASTIC LINING

GENERAL NOTES

ACTUAL LAYOUT DETERMINED IN THE FIELD.

NOTE:
ALL STOCKPILES SHALL BE A

THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.

6' MAX.

TYPE "ABOVE GRADE" WITH SYNTHETIC BALES
CONCRETE & STUCCO WASTE MANAGEMENT
N.T.S.

5. TURBIDITY BARRIER APPLICATIONS
N.T.S.

 FLOW  DIRECTION

2' DOWN SLOPE

MAXIMUM OF 6' HIGH.

SECTION A-A

SILT FENCE AND/OR SYNTHETIC HAY BALES (TYP.)

VARIES

2' MINIMUM

2' UP SLOPE

MINIMUM 12"Ø

2"
2' UP SLOPE STAKES (TYP)

STAKES (TYP)

MINIMUM 12"Ø STRAW WATTLE

NOTES:
BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A 2"-3" DEEP x 9" WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP-SLOPE FROM THE ANCHOR TRENCH.
PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE

A		STOCKPILE OF	A ERODIBLE MATERIAL

STAKES

  6' MINIMUM 

2' DOWN SLOPE STAKES

STRAW WATTLE	MATTING
WATTLE CROSS SECTION
N.T.S.

18" MAX. 18" MAX.

STAKES

ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD OVERLAP 24" - SHINGLE IN DIRECTION OF FLOW.
SECURE THE WATTLE WITH 18"-24" STAKES EVERY 3'-4' AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKE SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE.
USE MINIMUM 12"Ø COIR (COCONUT FIBER)/STRAW WATTLE.
USE 2' WOODEN STAKES WITH A 2"x2" NOMINAL CROSS

NOTE:
FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED

MATTING

BINDING WIRE

6" 6"

MINIMUM 12"Ø STRAW WATTLE

2'x2"x2" HARDWOOD STAKES

INSET 'A'
N.T.S.

STAPLES

SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AS DIRECTED.
INSTALL A MINIMUM OF 2 UP SLOPE STAKES AND 4 DOWN SLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125"Ø STEEL SIRE FORMED INTO A 'U; SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROX. EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE

INLET INSERT SEDIMENT CONTAINMENT SYSTEM
N.T.S.

PERIODS, THE AREA SHALL BE SEEDED AND MULCHED.
SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE MATERIAL
N.T.S.

 FLOW  DIRECTION

WATTLE TOP VIEW
N.T.S.

 WATTLE JOINING DETAIL
N.T.S.

INSET 'B'
N.T.S.

IT TO THE SOIL.

 SYNTHETIC HAY BALE DETAILS
N.T.S.

SOIL TRACKING PREVENTION DEVICE DETAIL
N.T.S.

© Erosion Restoration, LLC.

DATE

REVISIONS
BY	DESCRIPTION

118 Shamrock Blvd.,
Venice, FL 34293
Office: 941-303-5238

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PIETER M. LOMBARD ON THE DATE ADJACENT TO THE SEAL.

MANUFACTURER'S

PROJECT NO.	SHEET	OF
2024-064	17	17

Fax: 941-218-6113

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

SPECIFICATIONS

DRAWN BY:	DATE:

SCALE:

AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NV	03/07/2025 AS SHOWN