Attach-1-Drawings.pdf

PDF 29 MB Posted Apr 8, 2021

Attached to: GA-WASSAW NWR EXPEDITE BULKHEAD WINGWALL
Solicitation number: 140F0121R0012
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation opportunity from the Department of the Interior Fish and Wildlife Service. Solicitation number 140F0121R0012 seeks to remove and replace timber bulkhead wing walls at the Wassaw National Wildlife Refuge in Georgia. The attached file contains related drawings. The opportunity involves removing existing timber bulkhead wing walls and installing new structures at the refuge. The Department of the Interior Fish and Wildlife Service is the contracting agency seeking these construction services.

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Other files

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Attach-5-DBA Min. Wage Rates.pdf	PDF	Apr 8, 2021
Sol_140F0121R0012.pdf	PDF	Apr 8, 2021
Attach-4-Past Perfoemance and Clause.pdf	PDF	Apr 8, 2021
Attach-2-Specifications.pdf	PDF	Apr 8, 2021
Attach-3-Price Sheet.docx	DOCX document	Apr 8, 2021

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G-001

WASSAW ISLAND BULKHEAD WINGWALL REPLACEMENT

PROJECT DESCRIPTION:

THE PROJECT INCLUDES THE REPLACEMENT OF THE WINGWALLS AT THE

NORTH AND SOUTH ENDS OF THE EXISTING TIMBER BULKHEAD TO STABILIZE

THE STRUCTURE AND PROVIDE SHORELINE PROTECTION.

PROJECT INFORMATION:

SITE AREA:

1.0 ACRES

DISTURBED AREA:

0.10 ACRES

IMPERVIOUS SURFACE AREA:

0.0 ACRES

REFERENCE DATUM:

HORIZONTAL: NAD 1983 (2011 EPOCH) - STATE PLANE COORDINATE SYSTEM

OF GEORGIA, EAST ZONE.

VERTICAL: NAVD 1988.

PROJECT SPECIFICATIONS:

THE CONTRACTOR SHALL REFER TO AND USE THE SUPPLIED PROJECT

SPECIFICATIONS. FOR ALL OTHER APPLICABLE STANDARDS, CONTRACTOR

SHALL REFER TO THE GEORGIA DEPARTMENT OF TRANSPORTATION

CURRENT APPROVED CONSTRUCTION STANDARDS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE IN COMPLIANCE

WITH APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMINATION

SYSTEM (NPDES) PERMIT AND CLEAN WATER ACT REQUIREMENTS

IF THE CONTRACTOR WERE TO DISTURB MORE THAN ONE ACRE.

DESIGN TEAM

PROJECT MANAGER & CIVIL ENGINEER :

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

WEB: www.pondco.com

CONTACT :

PROJECT MANAGER: STEPHANIE COX

CIVIL ENGINEER: FRED A. HALTERMAN, PE

CLIENT INFORMATION

REFUGE MANAGER & SITE EPRESENTATIVE (24-HR) :

U.S. FISH & WILDLIFE SERVICE - WASSAW NWR

C/O SAVANNAH COASTAL REFUGES

694 BEECH HILL LANE

HARDEEVILLE, SC 29927

PHONE : (912) 313-1366

CONTACT : RUSSELL WEBB

SCALE: NTS

VICINITY MAP

SOUTH ATLANTIC-GULF & MISSISSIPPI BASIN REGION

CHATHAM COUNTY, GEORGIA

WO NO. 2019326237 / ASSET # 10070072

APRIL 06, 2021

FOR CONSTRUCTION

DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.:25622

EXPIRES : 07/02/2021

SCALE: NTS

SITE MAP

PROJECT

LOCATION

WASSAW NATIONAL WILDLIFE REFUGE

CIVIL INDEX

SHEET NO. SHEET TITLE

G-001 COVER SHEET

V-101 TOPOGRAPHIC SURVEY

V-102 TOPOGRAPHIC SURVEY

C-001

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

B-001 GEOTECH REPORT INFO

EN101 ENVIRONMENTAL RESOURCES SITE PLAN

C-101 OVERALL SITE PLAN

C-102 DEMOLITION PLAN

C-103 SITE AND GRADING PLAN AND PROFILES

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

CE001 EROSION AND SEDIMENT CONTROL NOTES

CE101 EROSION AND SEDIMENT CONTROL PLAN - INITIAL PHASE

CE201 EROSION AND SEDIMENT CONTROL PLAN - FINAL PHASE

CE501 EROSION AND SEDIMENT CONTROL DETAILS

CE502 EROSION AND SEDIMENT CONTROL DETAILS

PROJECT

SITE

SURVEYOR :

GEOSURVEY, LTD.

1660 BARNES MILL ROAD

MARIETTA, GA 30062

PHONE (770) 795-9900

CONTACT : JAMEY COLEMAN

GEOTECH :

TERRACON CONSULTANTS, INC

2201 ROWLAND AVENUE

SAVANNAH, GA 31404

PHONE (912) 629-4000

CONTACT : CHRISTOPHER BARR

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DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.:25622

EXPIRES : 07/02/2021

ABBREVIATIONS

GENERAL NOTES

1. THE FOLLOWING CONSTRUCTION DOCUMENTS ARE INTENDED TO PROVIDE THE CONTRACTOR

WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO

INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF

THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT

DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED

THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF PARTS OF THE WORK SO THAT NO

WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

5. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS

FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS ALL REQUIREMENTS IN THESE

DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED

ABOVE SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING

WITH THE WORK.

6. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK DURING ALL PHASES OF

CONSTRUCTION.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF

MATERIALS AND RUBBISH AT A PERMITTED LANDFILL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND DIMENSIONAL

INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL DISCREPANCIES TO

THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO STARTING CONSTRUCTION.

9. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE

BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE

CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE

NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE CONTRACTING

OFFICER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING

UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER. ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY

COMPANY STANDARDS. THE CONTRACTOR SHALL COORDINATE DISCONNECTION OF EXISTING

UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY

CONFLICTS, INCONSISTENCIES, OR DEVIATIONS IN WRITING PRIOR TO THE START OF

CONSTRUCTION.

11. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE

DESIGNATED CONSTRUCTION AREAS, STAGING AREAS, OR HAUL ROUTES. THE LIMITS OF

CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND

OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING

CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

OFFICER. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE

AREAS SUITABLE FENCING, SIGNAGE, AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE

TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.

12. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC

ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN-UP OF ANY DEBRIS

DEPOSITED ALONG THE ACCESS ROAD AS A RESULT OF CONSTRUCTION TRAFFIC.

13. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT

AT THE CONTRACTOR'S STORAGE SITE AS APPROVED BY CONTRACTING OFFICER.

14. ESTABLISH PROCEDURES AND EXECUTE OPERATIONS TO PROVIDE CONTINUOUS SECURITY.

PROVIDE TEMPORARY PROTECTION FOR OPENINGS AND AT OTHER LOCATIONS AS MAY BE

APPROPRIATE DURING CONSTRUCTION. DENY ENTRANCE OF UNAUTHORIZED PERSONS INTO

WORK AREA.

15. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN

PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO

RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY

THE APPLICABLE REGULATORY AGENCY.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATORY AGENCIES. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE

CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE

PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS

OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE CONTRACTOR.

17. PROTECT ALL EXISTING FEATURES, UTILITIES, AND LANDSCAPING THAT WILL REMAIN. ANY ITEM

DAMAGED DURING THE PERFORMANCE OF THE WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE.

18. FIELD ADJUSTMENTS SHOULD COMPLY WITH THE INTENT OF THE CONTRACT DOCUMENTS AND

APPLICABLE CODES. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTNESS OF DIMENSIONS,

DETAILS, AND QUANTITIES FOR COORDINATION OF DISCIPLINES AND CONDITIONS (CLEARANCES, FIXTURES, EQUIPMENT, ETC) AND ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR

FIELD ADJUSTMENTS.

19. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SIGNAGE FOR PHASES OF

CONSTRUCTION TO INDICATE "WARNING - CONSTRUCTION AREA - DO NOT ENTER" ON THE

ENTRANCE TO THE CONSTRUCTION AREA.

20. CONTACT CONTRACTING OFFICER TO CLARIFY ANY DRAWING DISCREPANCY AND/OR CONFLICTS

OF DIFFERENT BIDDING ELEMENTS/COMPONENTS FOR THE PURPOSES OF PRICING AND BIDDING .

21. CONTRACTOR MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE

MATERIALS THAT MIGHT ATTRACT WILDLIFE. THE CONTRACTOR MUST BE AWARE OF AND AVOID

CONSTRUCTION ACTIVITIES THAT CAN CREATE WILDLIFE HAZARDS ON THE REFUGE. IN ADDITION, THE FEEDING OF WILDLIFE IS STRICTLY PROHIBITED.

22. TRASH - ALL FOOD REMAINS AND TRASH SHALL BE COLLECTED AND STORED IN A SUITABLE

CONTAINER EACH DAY. THE CONTAINER SHALL HAVE A STURDY LID AND REMAIN SECURELY

CLOSED AT ALL TIMES.

23. DISRUPTION OF EXISTING WILDLIFE MANAGEMENT HABITAT - NO ENDANGERED OR THREATENED

WILDLIFE SPECIES ARE KNOWN TO INHABIT THE CONSTRUCTION SITE. HOWEVER, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERSHOULD ANIMAL ACTIVITY BE OBSERVED

IN THE CONSTRUCTION AREA.

24. CONTRACTOR SHALL BE FAMILIAR WITH HAZMAT PROCEDURES INCLUDING, BUT NOT LIMITED TO:

FUEL STORAGE LOCATIONS, SPILL PROCEDURES, AND MATERIAL SAFETY DATA SHEETS (MSDS).

25. CONTRACTOR SHALL MAINTAIN A COMPLETE FILE OF MSDS SHEETS ON SITE AS REQUIRED. COPIES

OF MSDS SHEETS SHALL BE PROVIDED TO THE CONTRACTING OFFICER PRIOR TO BRINGING

MATERIALS ONTO PROPERTY. CONTRACTOR SHALL MAINTAIN CLEANING AND CONTAINMENT

EQUIPMENT ON SITE APPROPRIATE FOR ANY HAZARDOUS MATERIALS USED DURING

CONSTRUCTION.

26. EXCAVATIONS DEEPER THAN FOUR (4) FEET SHOULD BE MADE WITHIN A SHEETED AND/OR BRACED

EXCAVATION OR EQUIVALENT PROCEDURE TO PROHIBIT WATER INTRUSION INTO THE

CONSTRUCTION AREA. EXCAVATIONS SHOULD NOT BE MADE DURING PERIODS OF INCLEMENT

WEATHER AND SHOULD CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY

REGULATIONS.

27. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC SURVEY, PROVIDED BY

GEOSURVEY, DATED 10-08-2020.

28. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING

CONSTRUCTION.

29. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS PROJECT, SHALL BE

RETURNED TO ORIGINAL OR BETTER CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS

DETERMINED BY THE CONTRACTING OFFICER.

30. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING, AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

31. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND

SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS.

32. CONTRACTOR'S STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY

THE CONTRACTING OFFICER AT THE COMPLETION OF CONSTRUCTION.

33. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION

DEBRIS ARE NOT AVAILABLE ON THE SITE FOR THE CONTRACTOR'S USE. DISPOSAL IS THE

RESPONSIBILITY OF THE CONTRACTOR AT SITES OFF GOVERNMENT CONTROLLED LANDS.

DEWATERING:

34. DEWATERING FOR EXCAVATIONS IS EXPECTED TO CONSIST OF SUMPS AND PUMPS. SHEETING

AND DEWATERING OPERATIONS FOR THE EXCAVATIONS SHOULD BE DESIGNED BY A REGISTERED

PROFESSIONAL ENGINEER AND SHOULD FOLLOW ALL APPLICABLE LOCAL, STATE, OR FEDERAL

SAFETY CODES. EXCAVATION SHORING AND COFFERDAMS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. DEWATERING DESIGN AND PLAN SHALL BE SUBMITTED TO CONTRACTING OFFICER

FOR APPROVAL BEFORE COMMENCING WORK.

WINGWALL DEMO:

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF THE

OLD WINGWALLS FROM THE REFUGE SITE POST DEMOLITION AS A PART OF THE AGREEMENT.

CIVIL LEGEND

267.54

EDGE OF WATER BODY

BORING LOCATION

SPOT ELEVATION

TEMPORARY BENCHMARK (TBM)

NORTH ARROW

UNDERGROUND GAS LINE

UNDERGROUND WATER LINE

PHOTO POSITION INDICATOR

UNDERGROUND ELECTRIC LINE

UNDERGROUND COMMUNICATION LINE

WATER METER

FIRE HYDRANT

WATER VALVE

LIGHT POLE

POWER POLE

POWER LINE

GUY WIRE

OVERHEAD TRAFFIC SIGNAL LIGHT

GAS VALVE

ELECTRIC TRANSFORMER

WATER VAULT

GAS METER

REGULAR PARKING SPACE COUNT

HANDICAP PARKING SPACE

TREE POSITION INDICATOR

SIGN

ELEV

EXISTING

ELEVATION

TOP OF WALL

BOTTOM OF WALL

INVERT ELEVATION

NORTH

SOUTH

WATER SURFACE

GAS METERGM

POINT OF COMMENCEMENTPOC

RCP

RBS

SS SANITARY SEWER

5/8"RBR SET CAPPED LSF 621

REINFORCED CONCRETE PIPE

INVERT

JUNCTION BOX

MANHOLE

OUTLET CONTROL STRUCTURE

OPEN TOP PIPE

POWER METER

POINT OF BEGINNINGPOB

OTP

OCS

INV

AIR CONDITIONER

CURB INLET

CORRUGATED METAL PIPE

CONCRETE MONUMENT FND

CRIMPED TOP PIPE

DROP INLET

DOUBLE WING CATCH BASIN

FENCE

FOUNDFND

FNC

DWCB

CTP

CMF

CMP

BORE HOLEBH

COMMUNICATION PEDESTALCPED

RBR IRON REINFORCING BAR

SWCB SINGLE WING CATCH BASIN

DUCTILE IRON PIPEDIP

TRANS ELECTRIC TRANSFORMER

BUILDING SETBACK LINEBSL

PK NAIL SETPKS

GENERAL CONTRACTORGC

CONTRACTING OFFICERCO

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PROP. WINGWALL & PILES

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EXACT LOCATION FOR BORROW AREA SHALL BE COORDINATED WITH FWS BEFORE START OF PROJECT.

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SCALE: 1" = 20'

0 20' 40' 60'10'

ENVIRONMENTAL RESOURCES SITE PLAN

RESPONSIBILITY OF THE CONTRACTOR.

IMPACTED AREAS TABLE

STREAM (L.F.)

(LINEAR FEET)

WETLANDS

(ACRES)

TEMPORARY 30 L.F. 0.010 ACRES

PERMANENT 95 L.F. 0.028 ACRES

IMPACTED AREA NOTES

1. IMPACT TO STREAMS MUST BE LESS THAN 100 LINEAR FEET

2. IMPACT TO WETLANDS MUST BE LESS THAN 0.1 ACRES

LEGEND:

WETLAND

IMPACTED STREAM BANK

(PERMANENT)

BOUNDARY OF WASSAW CREEK

IMPACT IN WETLAND

(PERMANENT)

LOD LOD LIMITS OF DISTURBANCE

CUT/FILL TABLE

CUT

(CUBIC YARD)

FILL

(CUBIC YARD)

17.16 CY 79.03 CY

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 FOR LEGENDS,

ABBREVIATIONS, AND CIVIL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE

FULL SET TO BEST ENSURE PROPER INTERPRETATION.

IMPACTED STREAM BANK

(TEMPORARY)

IMPACT IN WETLAND

(TEMPORARY)

RIPRAP PROTECTION

CONTOUR

EXISTING MINOR (1FT)

EXISTING MAJOR (5FT)

PROPOSED MINOR (1FT)

PROPOSED MAJOR (5FT)

PROPOSED BULKHEAD AND PILE

EXISTING BULKHEAD AND PILE

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SHEET

IDENTIFICATION

FOR CONSTRUCTION

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P a r k w a y

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P e a c h t r e e

C o r n e r s

S u i t e

P h o n e

SCALE: 1" = 20'

0 20' 40' 60'10'

OVERALL SITE PLAN

SEE ENLARGEMENT

C3/C-102 FOR DEMOLITION AND

C3/C-103 FOR SITE AND GRADING

NORTH WINGWALL

SHEET LEGEND

LIMIT OF DISTURBANCE

RIPRAP (GDOT TYPE 1)

DEMOLISH

SPOT ELEVATION

BORING LOCATION

EXISTING BULKHEAD

AND PILE

PROPOSED BULKHEAD

AND PILE

LOD

6.50

CONTOUR

EXISTING MINOR (1FT)

EXISTING MAJOR (5FT)

PROPOSED MINOR (1FT)

PROPOSED MAJOR (5FT)

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 FOR LEGENDS, ABBREVIATIONS, AND

CIVIL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. MEASURE DOWN FOR MAIN BULKHEAD IS FOR REFERENCE

ONLY PER 10/08/2020 SURVEY.

4. DEPICTS THE IN PLACE MAIN BULKHEAD WITH NO DAMAGE

5. MAIN BULKHEAD MAY DEGRADE FROM THIS REFERENCED

MEASURE DOWN AND CO WILL NEED TO DETERMINE LIMIT OF

REPAIR FOR THE MAIN BULKHEAD. THIS IS NOT IN THE SCOPE

AND WORK OF THIS CONTRACT AND CONTRACTING OFFICER

WILL NEED TO DETERMINE THE ADDITIONAL WORK FOR ANY

REPAIR BEYOND THE MEASURED LIMITS SHOWN.

6. CONTRACTOR TO FINALIZE DEMO AND REPAIR LIMITS OF

BULKHEAD WALL PRIOR TO CONSTRUCTION.

7. DIMENSIONS MARKED WITH AN ASTERISK ARE FOR

REFERENCES ONLY. CONTRACTOR TO FIELD VERIFY

DIMENSIONS.

O V

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A L

I T

L A

C-101

C d w g

SOUTH WINGWALL

SEE ENLARGEMENT

C1/C-102 FOR DEMOLITION AND

C1/C-103 FOR SITE AND GRADING

LOD

L O

LOD

L O

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W e d n e s d a y

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SHEET

IDENTIFICATION

FOR CONSTRUCTION

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SHEET LEGEND

DEMOLITION

LIMIT OF DISTURBANCE

WATER SURFACE ELEVATION

MEASURED ON 10/08/2020 AT

8:00 A.M. (EDT) APPROXIMATE

LOW TIDE -0.90 FEET (NAVD 88)

WASSAW CREEK BOUNDARY

LOD

SCALE: 1" = 10'

0 5' 30'20'10'

NORTH WINGWALL DEMOLITION PLAN

SCALE: 1" = 10'

0 5' 30'20'10'

SOUTH WINGWALL DEMOLITION PLAN

DEMO EX WALL

TO ELEV = 0.0

40 LF OF REMOVAL

(SEE NOTE 3)

DEMO EX WALL

TO ELEV = 1.0 FT

36LF OF REMOVAL

(SEE NOTE 3)

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 FOR LEGENDS, ABBREVIATIONS,

AND CIVIL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE

FULL SET TO BEST ENSURE PROPER INTERPRETATION.

3. REFER TO SHEET C-101 NOTES FOR ANY LIMIT CHANGES.

IT IS ASSUMED THAT THE SHOWN DEMO WALL

MEASUREMENTS ARE BASED ON THE 10/09/2020 SURVEY

AND MAY CHANGE. CONTRACTOR TO FINALIZE THE

DEMO/REPAIR LIMITS WITH CONTRACTING OFFICER

PRIOR TO CONSTRUCTION.

D E

M O

L I T

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C-102

C d w g

EXISTING WOODEN

PILES TO BE

REMOVED (TYP.)

EXISTING WALL

AND WOODEN PILE

TO REMAIN

EXISTING WALL

AND WOODEN PILE

TO REMAIN

EXISTING WOODEN

PILES TO BE

REMOVED (TYP.)

EXISTING WOODEN

PILES TO BE

REMOVED (TYP.)

LOD

L O

15'

150°'

6.50

6.506.25

L O

LOD

L O

0.25

0+00

0+10

0+55

0+00

0+10

E L

E V

A T

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A T

I O

STATION

(1) NORTH WINGWALL PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

-5

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80

PILE WITH CORNER TIE-IN

-DETAIL C3/C-502

PROPOSED WALL

TW ELEV = 7.0

GR ELEV = 6.5

EXISTING GRADE

PROPOSED WALL

BW ELEV = -3.0

END OF PILE = 40 FT

(SEE NOTE 4)

TIMBER PILE

5' SPACING

GDOT TYPE 1 RIP RAP

PILE WITH CORNER TIE-IN

(EXISTING TO PROPOSED)

-DETAIL A1/C-502

HORIZONTAL BRACING

4X10 TIMBER (TYP.)

NO. 1 BEDDING AGGREGATE,

NOMINAL SIZE OF 3

INCHES

TO 1

INCHES -18 INCHES

THICKNESS FOR LAYER

120°

150°

PROPOSED GRADE

E L E

V A

T I O

E L E

V A

T I O

STATION

(2) SOUTH WINGWALL PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

-5

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80

PROPOSED WALL

TW ELEV = 7.0

GR ELEV = 6.5

PROPOSED WALL

BW ELEV = -3.0

EXISTING GRADE

END OF PILE = 40 FT

(SEE NOTE 4)

GDOT TYPE 1

RIP RAP

PILE WITH CORNER TIE-IN

(EXISTING TO PROPOSED)

-DETAIL A1/C-502

HORIZONTAL BRACING

4X10 TIMBER (TYP.)

NO. 1 BEDDING AGGREGATE,

NOMINAL SIZE OF 3

INCHES

TO 1

INCHES - 18 INCHES

THICKNESS FOR LAYER

TIMBER PILE

5' SPACING

120°

PROPOSED GRADE

E L E

V A

T I O

E L E

V A

T I O

STATION

(3) RIP RAP PROFILE

HORZ. SCALE 1"= 10'

VERT. SCALE 1"= 2'

-5

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70

PROPOSED

WALL

EXISTING

DEMOLISHED

WALL

NO. 1 BEDDING AGGREGATE,

NOMINAL SIZE OF 3

INCHES TO

INCHES - 18 INCHES

THICKNESS FOR LAYER

RIPRAP (0+05 TO 0+56)

RIPRAP

BEDDING

RIPRAP ARMORING

GDOT TYPE 1

1.5:1 SLOPE

RIP RAP

PROPOSED

GRADING

EXISTING

GRADE

PROPOSED

SOUTH WINGWALL

WITH TIMBER PILE (TYP)

- DETAIL A1/C-501

TW ELEV. = 7.0 FT

GR ELEV. = 6.5 FT

BW ELEV. = -3.0 FT

TIE-IN TO EX WALL

AT STABILIZE LOCATION

WITHOUT DAMAGE

PROPOSED REPLACEMENT

NORTH WINGWALL WITH

TIMBER PILE (TYP.)

DETAIL A1/C-501

TW ELEV. = 7.0 FT

GR ELEV. = 6.5 FT

BW ELEV. = -3.0 FT

TIE-IN TO EX WALL

AT STABILIZE LOCATION

WITHOUT DAMAGE

APPROXIMATED

TIE IN LIMITS FOR

PROPOSED TO

THE EXISTING

RIPRAP.

NORTH WINGWALL

PROFILE A1/C-103

PILE WITH CORNER TIE-IN

-DETAIL C3/C-502

PILE WITH CORNER TIE-IN

(EXISTING TO PROPOSED)

-DETAIL A1/C-502

RIPRAP ARMORING

GDOT TYPE 1

TO BE PLACED PER GDOT

SPECIFICATION 603

- PLACEMENT TYPE :

PLACED (TYP.)

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SHEET

IDENTIFICATION

FOR CONSTRUCTION

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NORTH WINGWALL PROFILE

SHEET LEGEND

LIMIT OF DISTURBANCE

RIPRAP (GDOT TYPE 1)

EX. WINGWALL, BULKHEAD & PILES

PROP. WINGWALL, BULKHEAD & PILES

TW ELEV. TOP OF WALL ELEVATION

GR ELEV. GRADE ELEVATION

LOD

SCALE: 1" = 10'

0 5' 30'20'10'

NORTH WINGWALL PLAN

SCALE: 1" = 10'

0 5' 30'20'10'

SOUTH WINGWALL PLAN

SCALE: AS SHOWN

CONTOUR

EXISTING MINOR (1FT)

EXISTING MAJOR (5FT)

PROPOSED MINOR (1FT)

PROPOSED MAJOR (5FT)

S I T

D I N

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C-103

C d w g

RIPRAP

DETAIL A4/C-502

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 FOR LEGENDS, ABBREVIATIONS,

AND CIVIL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE

FULL SET TO BEST ENSURE PROPER INTERPRETATION.

3. REFER TO SHEET C-101 NOTES FOR ANY LIMIT CHANGES.

IT IS ASSUMED THAT THE SHOWN DEMO WALL

MEASUREMENTS ARE BASED ON THE 10/09/2020 SURVEY

AND MAY CHANGE. CONTRACTOR TO FINALIZE THE

DEMO/REPAIR LIMITS WITH CONTRACTING OFFICER PRIOR

TO CONSTRUCTION.

4. PILE LENGTH DEPENDS ON BEARING AND IS SHOWN FOR

APPROXIMATE LIMITS.

PILE WITH CORNER TIE-IN

(EXISTING TO PROPOSED)

-DETAIL A1/C-502

APPROXIMATED TIE

IN LIMITS FOR

PROPOSED TO THE

EXISTING RIPRAP.

SOUTH WINGWALL

PROFILE A2/C-103

RIPRAP PROFILE

PROFILE A4/C-103

SOUTH WINGWALL PROFILE

SCALE: AS SHOWN

RIPRAP PROFILE

SCALE: AS SHOWN

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4 5

SHEET

IDENTIFICATION

FOR CONSTRUCTION

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SCALE: NTS

WINGWALL DETAIL

C O

N S

T R

U C

T I O

E T

A I L S

C-501

5' MAXIMUM

TIMBER PILE

12" DIAMETER @

5' SPACING O.C.

WALL CAP

4X10 TIMBER

BULKHEAD CAP - 4X10 TIMBER

TIMBER PILE

12" DIAMETER @

5' SPACING O.C.

VERTICAL T&G SLATS

FOR SHEETING

- DETAIL D1/C-501

HORIZONTAL BRACING

4X10 TIMBER

HORIZONTAL BRACING

4X10 TIMBER

TOP WALER -

4'X10' HORIZONTAL

BRACING TIMBER

MID HEIGHT WALER & BOTTOM WALER

- 4'X10' HORIZONTAL BRACING TIMBER

RIPRAP ARMORING GDOT

TYPE 1 TO BE PLACED

PER GDOT SPECIFICATION

SECTION 603

- PLACEMENT TYPE :

PLACED (TYP.)

RIPRAP ARMORING

GDOT TYPE 1

TO BE PLACED PER

GDOT SPECIFICATION

SECTION 603

- PLACEMENT TYPE :

PLACED (TYP.)

1.5:1 SLOPE

1" SS EYE BOLT.

NOTCH PILE TO

OBTAIN FULL

BEARING OF

WASHER (TYP.)

1" SS CABLE TIEBACK 20'

GALVINIZED

HELICAL ANCHOR

ELEV 7.0'

ELEV 1.0'

ELEV -3.0'

PILE DEPTH

40 FT

MAX. 3 FT

ANCHOR

HEIGHT

P I L

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G T

S H

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G T

M I N

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M O

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A X

CONTINOUS LAYER MIRAFI 180N

FILTER FABRIC OR APPROVED EQUAL

W/ 8" EDGE LAP; EXTENDS MINIMUM

OF 1FT. BELOW GRADE LINE.

SHEETING CONNECTED TO WALER WITH

300 SERIES STAINLESS STEEL RING OR

SPIRAL SHANK NAILS 20D (1-INCH) FOR

2" THICKNESS, 40D TO 60D (1

" TO 2"

LENGTH) FOR THICKER SHEETING. SEE

D1/C-501 FOR SHEETING JOINT DETAIL

WEEP DRAINS W/ 1CU.FT. NO 8 AGGREGATE

DRAIN WRAPPED IN 180N MIRAFI FILTER

FABRIC OR APPROVED EQUAL PLACED AT

LENGTH OF WALL.

WEEP HOLES SPACED @ 5' O.C. TYP.

DETAIL C2/C-502

3-INCH NOMINAL MIN.

THICKNESS SHEETING.

ROUND TIMBER FACE PILES 38" MIN TIP

CIRCUMFERENCE (12" TIP DIA.)

2 FT MIN.

COVER

BULKHEAD NOTES:

1. ALL WOOD SHALL BE MARINE GRADE SOUTHERN PINE AND SHALL BE

PRESERVATIVE TREATED IN ACCORDANCE WITH AMERICAN WOOD

PROTECTION ASSOCIATION (AWPA) USE CATEGORY SYSTEM (UCS) 5A.

2. ALL FACE AND ANCHOR PILES USED IN CONSTRUCTION SHALL BE

SPECIFIED USING TIP CIRCUMFERENCE (OR DIAMETER) IN

ACCORDANCE WITH ASTM D25 STANDARD SPECIFICATIONS.

PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH AWPA

UCS 5A, 5B, OR 5C FOR THE PROJECT REGION.

3. WOOD SHEETING (NO.1 OR NO.2 SEAWALL GRADE, NO.1 OR NO.2

MARINE GRADE) SHALL BE SLOPPY-V OR SQUARE TONGUE AND

GROOVE. SLOPPY-V TONGUE AND GROVE IS THE TYPICAL PROFILE

FINISH SPECIFIED FOR TIMBER BULKHEAD SHEETING.

4. ALL FASTENERS AND THE RODS SHALL BE 300 STAINLESS STEEL

SERIES. HELICAL ANCHORS TO BE GALVANIZED STEEL.

5. BACKFILL SHALL BE A FREE DRAINING, CLEAN, GRANULAR (SAND)

MATERIAL PER THE PROJECT SPECIFICATIONS.

6. MINIMUM 3" DIAMETER WEEP HOLES WITH FILTER FABRIC AND NO. 8

GRAVEL FILTER MATERIAL (1 CUBIC FOOT) SHALL BE INSTALLED AT

MAXIMUM 5FT. ON CENTER AT APPROXIMATELY 6 INCHES ABOVE

GRADE LINE OR AT APPROXIMATELY 6 INCHES ABOVE MEAN LOW

WATER (MLW).

7. RETURNS (WING WALLS) MUST BE CONSTRUCTED AT THE ENDS OF

ALL BULKHEADS TO PREVENT THE POSSIBILITY OF FLANKING (SCOUR

AROUND THE END). ALSO, INSTALL GDOT TYPE 1 RIPRAP AT THE TOE

AND AT THE END OF THE RETURN (WING WALL).

8. ALL CUTS, HOLES, AND DAMAGE TO THE SURFACE OF TREATED WOOD

SHALL BE PROTECTED BY FIELD-TREATMENT WITH COPPER

NAPTHOLATE (OR EQUIVALENT) IN ACCORDANCE WITH AWPA P8-11

(OR LATEST ISSUE) AND COATED WITH A MARINE SEALANT.

9. ALL TREATED WOOD PRODUCTS SHALL BE HANDLED &

FIELD-FABRICATED IN ACCORDANCE WITH AWPA M4-11 (OR LATEST

ISSUE) STANDARD FOR THE CARE OF PRESERVATIVE TREATED WOOD

PRODUCTS.

10. ALL WOOD TIMBER PILES TO BE TREATED WITH 2.5 CCA PER AWPA

REQUIREMENTS.

2' MIN. OVERLAP

REQUIRED

BOTTOM WALER

MID HEIGHT WALER

WEEP DRAIN 5' MAXIMUM

SHEETING JOINT

NOTES:

BULKHEADS SHALL BE AS TIGHT AND FREE OF CRACKS

AS POSSIBLE. TONGUE & GROOVE JOINTS (AS SHOWN

AT LEFT) SHALL BE USED.

SHEETING NOTE : TONGUE PROFILE SHOULD FIT

LOOSELY IN GROOVE - AND TONGUE NEEDS TO BE

LONG FOR 2" THICK (NOMINAL) SHEETING AND 1" LONG

FOR 3" AND 4" THICK (NOMINAL) SHEETING.

"SLOPPY 'V'

T & G"

(ANCHOR LENGTH WILL DEPEND ON DESIGN

BY MANUFACTURER OR APPROVED EQUAL,

CHANCE HELICAL TECHNOLOGY

DETAIL A1/C501)

CORNER WALER

INTERLOCK BY

EXTENDING OVER

AND UNDER (TYP.)

24"

3" PVC DIA. WEEP HOLE

LOW TIDE ELEV -1.0'

HIGH TIDE ELEV 5.5'

COMPACT SELECT BACKFILL to

95% AASHTO D1557 DENSITY

BEFORE PRESSURE IS APPLIED

AGAINST WALL PER SPEC

SECTION 31 00 00

ALLOWABLE PILE

CAPACITY = 56 KIPS

29 GA GALVANIZED SHEET STEEL

COVER WITH 6" TURNDOWN

NOTE:

SEE SHEET CG-102 FOR RIP-RAP AND

BEDDING AGGREGATE ELEVATIONS.

ELEVATIONS SHOWN ARE APPROXIMATE.

NOTE:

SEE SHEET CG-102 FOR RIP-RAP AND

BEDDING AGGREGATE ELEVATIONS.

ELEVATIONS SHOWN ARE APPROXIMATE.

NO. 1 BEDDING AGGREGATE

NOMINAL SIZE OF 3 1/2 INCHES

TO 1 1/2 INCHES - 18 INCHES

THICKNESS FOR LAYER

NO. 1 BEDDING AGGREGATE

NOMINAL SIZE OF 3 1/2 INCHES TO

1 1/2 INCHES - 18 INCHES

THICKNESS FOR LAYER

SCALE: NTS

GRADE ELEV. = 6.5'

SECTION A-A

1" SS EYE BOLT.

NOTCH PILE TO

OBTAIN FULL BEARING

OF WASHER (TYP.)

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SHEET

IDENTIFICATION

FOR CONSTRUCTION

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ANCHOR SYSTEM TYPICAL DETAIL (PLAN VIEW)

RESPONSIBILITY OF THE CONTRACTOR.

C O

N S

T R

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T I O

E T

A I L S

C-502

SCALE: 1" = 2'

0 1' 6'4'2'

12" DIA.

ROUND TIMBER

FACE PILE

CORNER

HELICAL

ANCHOR

HELICAL ANCHOR (TIE-BACK)

HELICAL ANCHOR FORCE

= 11.5 KIPS TENSION

SOIL SIDE

(ACTIVE SIDE)

*NOTES

1. HELICAL ANCHOR SHALL BE DESIGNED BY THE

SUBCONTRACTOR WITH THE PROVIDED LOAD

INFORMATION SHOWN.

2. TIE-BACK MINIMUM LENGTH SHALL BE 20 FT.

MIN. 5' RETURN

CORNER TIE-IN DETAIL

(EXISTING TO PROPOSED WALL)

SCALE: 1" = 1'

NEW

12" DIA

TIMBER PILE

EXTEND CORNER WALERS

AND WALL CAP WITH

MINIMUM 2-FT OVERLAP

T&G

SHEETING

SCOUR PROTECTION RIPRAP

SCALE: NTS

18"

DETAIL

C1/C-502

NO.1 GDOT

AGGREGATE FOR

BEDDING

M I N

MIN. 10 FT

NEW ANCHORING

WATER SIDE

GDOT TYPE I

RIPRAP

(D50 = 1.2')

WEEP HOLES

SCALE: NTS

10"

3" PVC DIA.

WEEP HOLE

MAIN EXISTING

BULKHEAD WALL

NEW WALL

WALL

TRENCH

NO.8 AGGREGATE

180N MIRAFI (OR

APPROVED EQUAL)

FABRIC

NEW WALL

EXISTING WALL

0 0.5' 3'2'1'

CORNER TIE-IN DETAIL

(PROPOSED TO PROPOSED WALL)

SCALE: 1" = 2'

HELICAL ANCHOR (TIE-BACK)

HELICAL ANCHOR FORCE

= 11.5 KIPS TENSION

NEW

12" DIA

TIMBER PILE

EXTEND CORNER WALERS

AND WALL CAP WITH

MINIMUM 2-FT OVERLAP

T&G

SHEETING

NEW WALL

0 1' 6'4'2'

Y C

A D

C d w g

L O

T T

E D

T u e s d a y

A p r i l

2 3

4 5

SHEET

IDENTIFICATION

FOR CONSTRUCTION

D E

S C

R I P

T I O

N M

A R

K A

P P

D A

T E

D E

S I G

N E

S O

L I C

I T

A T

I O

F I

D W

C K

S I Z

D A

T E

F I

B E

A P

R I L

S U

B M

I T

T E

- 1 x

U S

E P

A R

T M

E N

T E

R I O

F I S

D L

I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

P L O

A T

P L O

C A

L E

C O

N T

R A

B U

L K

H E

G W

A L

E P

L A

C E

M E

N T

W A

S S

L A

F W

O R

R D

F A

M I A

F A

W N

P O

J E

P a r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i t e

P h o n e

RESPONSIBILITY OF THE CONTRACTOR.

HELICAL ANCHOR INFORMATION (OR APPROVED EQUAL)

C O

N S

T R

U C

T I O

E T

A I L

C-503

Y C

A D

E d w g

L O

T T

E D

T u e s d a y

A p r i l

2 3

4 5

SHEET

IDENTIFICATION

FOR CONSTRUCTION

D E

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P P

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T E

D E

S I G

N E

S O

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F I

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C K

S I Z

D A

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F I

B E

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S U

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- 1 x

U S

E P

A R

T M

E N

T E

R I O

F I S

D L

I F

E R

V I C

D I V

I S

I O

N G

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E E

R I N

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L A

N T

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R G

I A

P L O

A T

P L O

C A

L E

C O

N T

R A

B U

L K

H E

G W

A L

E P

L A

C E

M E

N T

W A

S S

L A

F W

O R

R D

C E

F A

M I A

F A

W N

P O

J E

P a r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i t e

P h o n e

E R

O S

I O

I M

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C O

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R O

O T

E S

CE001

FEMA FLOOD MAP - FM 13051C0315G (ZONE AE)

DATED 08/16/2018

THERE ARE WETLANDS LOCATED WITHIN THE PROJECT AREA.

THERE ARE STATE WATERS WITHIN 200 FEET OF PROJECT AREA.

SITE

GENERAL NOTES

1. AREAS DISTURBED OR LACKING ADEQUATE VEGETATION SHALL BE FERTILIZED,

MULCHED, AND SEEDED TO EFFECTIVELY CONTROL EROSION AND ESTABLISH

CONDITIONS AS PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO ADD SILT FENCE AS REQUIRED FOR EROSION CONTROL WITHIN

THE LIMIT OF DISTURBANCE. SILT FENCE TO BE MAINTAINED UNTIL VEGETATION IS

ESTABLISHED. SEE EROSION CONTROL DETAILS.

ENGINEER:

24-HOUR EROSION AND SEDIMENT CONTROL CONTACT: RUSSELL WEBB, (912) 313-1366

U.S. FISH & WILDLIFE SERVICE - WASSAW NWR

C/O SAVANNAH COASTAL REFUGES

694 BEECH HILL LANE

HARDEEVILLE, SC 29927

REFUGE MANAGER & SITE REPRESENTATIVE (24-HR):

RUSSELL WEBB, (912) 313-1366

PROJECT DESCRIPTION: THE PROJECT INCLUDES THE REPLACEMENT OF THE WINGWALLS AT

THE NORTH AND SOUTH ENDS OF THE EXISTING TIMBER BULKHEAD TO

STABILIZE THE STRUCTURE AND PROVIDE SHORELINE PROTECTION

EROSION CONTROL LEGEND

Sd1-S

28"

Ds1

Ds3

TEMPORARY MULCHING

- DETAIL A4/CE-501

PERMANENT SEEDING

- DETAIL A1/CE-502

SILT FENCING

- DETAIL C4/CE-501

TURBIDITY CURTAIN

-DETAIL A1/CE-501

Water

SOILS LEGEND

SYMBOL DESCRIPTION

SOIL MAP

Kershaw-Osier ComplexKic

SITE

REFERENCE DATUM:

HORIZONTAL: NAD 1983 (2011 EPOCH) - STATE PLANE COORDINATE SYSTEM

OF GEORGIA, EAST ZONE.

VERTICAL: NAVD 1988.

EROSION NOTES

1. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25- OR 50-FOOT

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED

VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

2. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON

BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY A REGISTERED

PROFESSIONAL ENGINEER.

3. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS

AUTHORIZED BY A SECTION 404 PERMIT.

4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

5. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

6. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

BE STABILIZED WITH MULCH OR PERMANENT SEEDING.

7. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING

AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

SCALE: N.T.S.

Tc-F

GOVERNMENT/

PRIMARY

PERMITEE :

24 HR. EROSION CONTROL CONTACT

RUSSELL WEBB

(912) 313-1366

DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.: 25622

EXPIRES : 07/02/2021

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GEORGIA 30092

PHONE: (678) 336-7740

FAX: (678) 336-7744

CONTACT: FRED A. HALTERMAN, PE

GA. P.E. # 031813 , E&S LEVEL II CERTIFICATION # 25622

CONTRACTOR: TO BE DETERMINED

TOTAL SITE AREA: 1.0 ACRES

DISTURBED AREA: 0.10 ACRES

EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN GENERAL NOTES

SCALE: N.T.S.

NATIONAL WILDLIFE REFUGE

WASSAW ISLANDLOD

L O

LOD

L O

STOCK PILE

LOCATION

STOCK PILE

LOCATION

Sd1-S

28"

Sd1-S

28"

F I

Y C

A D

E d w g

L O

T T

E D

W e d n e s d a y

A p r i l

2 3

4 5

SHEET

IDENTIFICATION

FOR CONSTRUCTION

D E

S C

R I P

T I O

N M

A R

K A

P P

D A

T E

D E

S I G

N E

S O

L I C

I T

A T

I O

F I

D W

C K

S I Z

D A

T E

F I

B E

A P

R I L

S U

B M

I T

T E

- 1 x

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

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E E

R I N

A T

L A

N T

E O

R G

I A

P L O

A T

P L O

C A

L E

C O

N T

R A

B U

L K

H E

G W

A L

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L A

C E

M E

N T

W A

S S

L A

F W

O R

R D

C E

F A

M I A

F A

W N

P O

J E

P a r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i t e

P h o n e

E R

O S

I O

I M

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C O

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L A

I N

I T

I A

H A

S E

CE101

EROSION CONTROL LEGEND

Sd1-S

28"

LOD LOD

24 HR. EROSION CONTROL CONTACT

RUSSELL WEBB

(912) 313-1366

DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.: 25622

EXPIRES : 07/02/2021

SUMMARY OF AREAS

TOTAL SITE AREA: 1.0 ACRES

ONSITE DISTURBED AREA: 0.10 ACRES

Tc-F

SCALE: 1" = 20'

0 20' 40' 60'10'

EROSION AND SEDIMENT CONTROL PLAN - INITIAL PHASE

Ds1

TEMPORARY MULCHING -

DETAIL A4/CE-501

PERMANENT SEEDING -

DETAIL A1/CE-502

SEDIMENT BARRIER

(SENSITIVE AREAS)

- DETAIL C4/CE-501

TURBIDITY CURTAIN

-DETAIL A1/CE-501

Ds1

Tc-F

Sd1-S

28"

DOUBLE

Sd1-S

28"

DOUBLE

DEWATERING NOTE:

DEWATERING FOR EXCAVATIONS IS EXPECTED TO CONSIST

OF SUMPS AND PUMPS. SHEETING AND DEWATERING

OPERATIONS FOR THE EXCAVATIONS SHOULD BE DESIGNED

BY A REGISTERED PROFESSIONAL ENGINEER AND SHOULD

FOLLOW ALL APPLICABLE LOCAL, STATE, OR FEDERAL

SAFETY CODES. EXCAVATION SHORING AND COFFERDAMS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OTHER

TYPES OF DEWATERING METHODS CAN BE SUBMITTED TO

THE CONTRACTING OFFICER FOR CONSIDERATION IN PLACE

OF THE SUGGESTED METHOD. DEWATERING DESIGN AND THE

PLAN SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR

APPROVAL BEFORE COMMENCING WORK.

M A

R S

O A

R A

I L

PROJECT

LOCATION

NOTE:

1. GOVERNMENT TO PROVIDE EXACT LOCATION TO CONTRACTOR FOR BORROW AREA ONCE

NOTICE TO PROCEED DOCUMENT HAS BEEN ISSUED.

2. PERIMETER TYPE BMP Sd-1-S SHALL BE INSTALLED FOR THE BORROW SITE AND THE MARSH

ROAD TRAIL FOR PERIMETER PROTECTION DURING ALL PHASES OF CONSTRUCTION

BORROW AREA

SCALE: 1" = 100'

0 50' 100' 200' 300'

SHEET LEGEND

LIMITS OF DISTURBANCE

TEMPORARY STOCK PILE LOCATION

( TO BE FINALIZED WITH GOVERNMENT)

CONTOUR

EXISTING MINOR (1FT)

EXISTING MAJOR (5FT)

Ds3

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS AND CE001 FOR EROSION

AND SEDIMENT CONTROL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF EROSION

CONTROL PLANS AND SHALL BE READ WITH THE FULL SET

TO BEST ENSURE PROPER INTERPRETATION.

3. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR

TO, OR CONCURRENT WITH, LAND DISTURBING

ACTIVITIES.

4. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT

ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED

PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO

CONTROL OR TREAT THE SEDIMENT SOURCE.

5. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

6. ANY DISTURBED AREA LEFT IDLE FOR MORE THAN 30

DAYS SHALL BE STABILIZED WITH PERMANENT SEEDING.

7. CONSTRUCTION ENTRANCE TO BE DETERMINED BY

COUNTY AND CONTRACTOR PRIOR TO CONSTRUCTION.

NATIONAL WILDLIFE REFUGE

WASSAW ISLANDLOD

L O

LOD

L O

150°'

STOCK PILE

LOCATION

STOCK PILE

LOCATION

Sd1-S

28"

Sd1-S

28"

F I

Y C

A D

E d w g

L O

T T

E D

W e d n e s d a y

A p r i l

2 3

4 5

SHEET

IDENTIFICATION

FOR CONSTRUCTION

D E

S C

R I P

T I O

N M

A R

K A

P P

D A

T E

D E

S I G

N E

S O

L I C

I T

A T

I O

F I

D W

C K

S I Z

D A

T E

F I

B E

A P

R I L

S U

B M

I T

T E

- 1 x

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

P L O

A T

P L O

C A

L E

C O

N T

R A

B U

L K

H E

G W

A L

E P

L A

C E

M E

N T

W A

S S

L A

F W

O R

R D

C E

F A

M I A

F A

W N

P O

J E

P a r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i t e

P h o n e

SCALE: 1" = 20'

0 20' 40' 60'10'

EROSION AND SEDIMENT CONTROL PLAN - FINAL PHASE

EROSION CONTROL LEGEND

Sd1-S

28"

Tc-F

Ds3

PERMANENT SEEDING -

DETAIL A1/CE-502

SEDIMENT BARRIER

(SENSITIVE AREAS)

- DETAIL C4/CE-501

TURBIDITY CURTAIN

-DETAIL A1/CE-501

24 HR. EROSION CONTROL CONTACT

RUSSELL WEBB

(912) 313-1366

DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.: 25622

EXPIRES : 07/02/2021

Ds3

Tc-F

Sd1-S

28"

DOUBLE

Sd1-S

28"

DOUBLE

SHEET LEGEND

LIMITS OF DISTURBANCE

TEMPORARY STOCK PILE LOCATION

( TO BE FINALIZED WITH GOVERNMENT)

LOD LOD

SUMMARY OF AREAS

TOTAL SITE AREA: 1.0 ACRES

ONSITE DISTURBED AREA: 0.10 ACRES

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS AND CE001 FOR EROSION

AND SEDIMENT CONTROL NOTES.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF EROSION

CONTROL PLANS AND SHALL BE READ WITH THE FULL SET

TO BEST ENSURE PROPER INTERPRETATION.

3. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR

TO, OR CONCURRENT WITH, LAND DISTURBING

ACTIVITIES.

4. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT

ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED

PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO

CONTROL OR TREAT THE SEDIMENT SOURCE.

5. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

6. ANY DISTURBED AREA LEFT IDLE FOR MORE THAN 30

DAYS SHALL BE STABILIZED WITH PERMANENT SEEDING.

7. CONSTRUCTION ENTRANCE TO BE DETERMINED BY

COUNTY AND CONTRACTOR PRIOR TO CONSTRUCTION.

M A

R S

O A

R A

I L

PROJECT

LOCATION

NOTE:

1. GOVERNMENT TO PROVIDE EXACT LOCATION TO CONTRACTOR FOR BORROW AREA ONCE

NOTICE TO PROCEED DOCUMENT HAS BEEN ISSUED.

2. PERIMETER TYPE BMP Sd-1-S SHALL BE INSTALLED FOR THE BORROW SITE AND THE MARSH

ROAD TRAIL FOR PERIMETER PROTECTION DURING ALL PHASES OF CONSTRUCTION

BORROW AREA

SCALE: 1" = 100'

0 50' 100' 200' 300'

DEWATERING NOTE:

DEWATERING FOR EXCAVATIONS IS EXPECTED TO CONSIST

OF SUMPS AND PUMPS. SHEETING AND DEWATERING

OPERATIONS FOR THE EXCAVATIONS SHOULD BE DESIGNED

BY A REGISTERED PROFESSIONAL ENGINEER AND SHOULD

FOLLOW ALL APPLICABLE LOCAL, STATE, OR FEDERAL

SAFETY CODES. EXCAVATION SHORING AND COFFERDAMS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OTHER

TYPES OF DEWATERING METHODS CAN BE SUBMITTED TO

THE CONTRACTING OFFICER FOR CONSIDERATION IN PLACE

OF THE SUGGESTED METHOD. DEWATERING DESIGN AND THE

PLAN SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR

APPROVAL BEFORE COMMENCING WORK.

E R

O S

I O

I M

E N

C O

N T

R O

L A

I N

A L

H A

S E

CE201

CONTOUR

EXISTING MINOR (1FT)

EXISTING MAJOR (5FT)

PROPOSED MINOR (1FT)

PROPOSED MAJOR (5FT)

TYPE 'S' SILT FENCE

SIDE VIEW

FLOW

18" MIN.

30" MIN.

6' MAX. O.C.

FABRIC

(WOVEN WIRE FENCE

BACKING)

TRENCH

18" MIN.

30" MIN.

FRONT VIEW

MAINTENANCE

SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF

THE BARRIER. FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN

EXTENT THAT THE EFFECTIVENESS OF THE FABRIC IS REDUCED (APPROXIMATELY SIX MONTHS).

TEMPORARY SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN

PERMANENTLY STABILIZED. ALL SEDIMENT ACCUMULATED AT THE BARRIER SHALL BE REMOVED

AND PROPERLY DISPOSED OF BEFORE THE BARRIER IS REMOVED.

NOTES

1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,

AND POLLUTION CONTROL PLAN.

2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN.

Sd1-S

MULCHING MATERIAL

1. DRY STRAW OR HAY SHALL BE APPLIED AT A DEPTH

OF 2 TO 4 INCHES PROVIDING COMPLETE SOIL

COVERAGE.

2. WOOD WASTE (CHIPS, SAWDUST, OR BARK) SHALL BE

APPLIED AT A DEPTH OF 2 TO 3 INCHES. ORGANIC

MATERIAL FROM THE CLEARING STAGE OF DEVELOPMENT

SHOULD REMAIN ON SITE, BE CHIPPED, AND APPLIED

AS MULCH.

3. CUTBACK ASPHALT 9 (SLOW CURING) SHALL BE APPLIED

AT 1200 GALLONS PER ACRE (OR 1/4 GALLON PER SQ.

YD.)

4. POLYETHYLENE FILM SHALL BE SECURED OVER BANKS

OR STOCKPILED SOIL MATERIAL FOR TEMPORARY

PROTECTION.

APPLYING MULCH

1. DRY STRAW OR HAY MULCH AND WOOD CHIPS SHALL

BE APPLIED UNIFORMLY BY HAND OR BY MECHANICAL

EQUIPMENT.

2. IF THE AREA WILL EVENTUALLY BE COVERED WITH

PERENNIAL VEGETATION, 20-30 POUNDS OF NITROGEN

PER ACRE IN ADDITION TO THE NORMAL AMOUNT SHALL

BE APPLIED TO OFFSET THE UPTAKE OF NITROGEN

CAUSED BY DECOMPOSITION OF THE ORGANIC MULCHES.

3. CUTBACK ASPHALT SHALL BE APPLIED UNIFORMLY.

CARE SHOULD BE TAKEN IN AREAS OF PEDESTRIAN

TRAFFIC DUE TO PROBLEMS OF "TRACKING IN" OR

DAMAGE TO SHOES, CLOTHING, ETC.

4. APPLY POLYETHYLENE FILM ON EXPOSED AREAS.

ANCHORING MULCH

1. STRAW OR HAY MULCH CAN BE PRESSED INTO THE

SOIL WITH A DISK HARROW WITH THE DISK SET

STRAIGHT OR WITH A SPECIAL "PACKER DISK." DISKS

MAY BE USED SMOOTH OR SERRATED AND SHOULD BE

20 INCHES APART. THE EDGES OF THE DISK SHOULD

BE DULL ENOUGH NOT TO CUT THE MULCH BUT TO

PRESS IT INTO THE SOIL LEAVING MUCH OF IT IN AN

ERECT POSITION. STRAW OR HAY MULCH SHALL BE

ANCHORED IMMEDIATELY AFTER APPLICATION.

STRAW OR HAY MULCH SPREAD WITH SPECIAL

BLOWER-TYPE EQUIPMENT MAY BE ANCHORED WITH

EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1). THE

ASPHALT EMULSION SHALL BE SPRAYED ONTO THE

MULCH AS IT IS EJECTED FROM THE MACHINE. USE

100 GALLONS OF EMULSIFIED ASPHALT AND 100

GALLONS OF WATER PER TON OF MULCH. TACKIFERS

AND BINDERS CAN BE SUBSTITUTED FOR EMULSIFIED

ASPHALT. PLEASE REFER TO SPECIFICATION Tb -

TACKIFERS AND BINDERS. PLASTIC MESH OR NETTING

WITH MESH NO LARGER THAN ONE INCH BY ONE INCH

SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S

SPECIFICATIONS.

2. NETTING OF THE APPROPRIATE SIZE SHALL BE USED TO

ANCHOR WOOD WASTE. OPENING OF THE NETTING

SHALL NOT BE LARGER THAN THE AVERAGE SIZE OF

THE WOOD WASTE CHIPS.

3. POLYETHYLENE FILM SHALL BE ANCHOR TRENCHED AT

THE TOP AS WELL AS INCREMENTALLY AS NECESSARY.

MATERIAL

Straw or hay

Cutback asphalt

Polyethylene film

RATE

DEPTH

2" to 4"

2" to 3"

Wood waste, chips, sawdust, bark

1200 gal./acre, 1/4 gal./sq.

yd./ or see manufacturer's recommendations

Secure with soil, anchors, weights

Geotextiles, jute matting, netting, etc.

See manufacturer's recommendations

TABLE 1. Mulching Application Requirements

INSTALLATION NOTES:

1. INSTALL ALL OTHER REQUIRED BMPs FIRST.

2. GRADE SITE, IF POSSIBLE, TO PERMIT THE USE OF EQUIPMENT

FOR APPLYING AND ANCHORING MULCH.

3. LOOSEN COMPACTED SOIL, IF POSSIBLE, TO A DEPTH OF 3

INCHES.

4. APPLY STRAW OR HAY UNIFORMLY, AS SHOWN IN TABLE 1, BY

HAND OR MECHANICAL EQUIPMENT, AND ANCHOR BY

PRESSING INTO SOIL OR USING NETTING.

5. MULCH ON SLOPES GREATER THAN 3% SHOULD BE ANCHORED

WITH EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1) OR OTHER

SUITABLE TACKIFIER.

6. WOOD WASTE ON SLOPES FLATTER THAN 3:1 DO NOT NEED

ANCHORING.

7. MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS LEFT

INACTIVE FOR FOURTEEN DAYS.

MAINTENANCE NOTES:

1. ADD MULCH AS NEEDED TO MAINTAIN THE SUGGESTED DEPTH.

2. IF ORGANIC MULCH IS TO BE LEFT AND INCORPORATED INTO

THE SOIL, APPLY 20-30 POUNDS OF NITROGEN IN ADDITION TO

THE FERTILIZER REQUIRED FOR VEGETATION.

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

Ds1

F I

Y C

A D

E d w g

L O

T T

E D

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CE501

DESIGN PROFESSIONAL:

FRED A. HALTERMAN, P.E.

LEVEL II CERTIFICATION

No.: 25622

EXPIRES : 07/02/2021

TURBIDITY CURTAIN

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-…

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File details come from the government source that posted it. Updated Apr 8, 2021.