Bermuda Run Drainage Improvements_Location 1 - Construction Drawings_10.6.25.pdf

PDF 21 MB Posted Oct 6, 2025

Attached to: Bermuda Run Drainage Improvements - Location #1
Solicitation number: 1025BR2025D
Issued by: Davidson County, North Carolina

About this file

Written by GovTribe AI · Oct 7, 2025

This document is a set of engineering design and construction plans for the Bermuda Run Drainage Improvements Location #1 project, issued by Wetherill Engineering for the Town of Bermuda Run in Davie County, North Carolina. The project focuses on drainage improvements along Riverbend Drive, with a project number of 24409.01 and an issued date of 10.06.2025. The comprehensive plan set includes detailed drawings for existing conditions, grading and drainage, cross-sections, utility locations, and construction details. The project involves replacing existing drainage structures, installing new concrete drop inlets, replacing drainage pipes, adjusting water meters, and potentially relocating or modifying utilities from providers like Duke Energy, Zirrus, Piedmont Natural Gas, and Davie County.

The engineering plans provide extensive technical specifications for construction, including erosion control measures, utility coordination, and specific installation requirements. The project includes replacing approximately 50 linear feet of existing drainage pipe, installing new 24-inch RCP (Reinforced Concrete Pipe) and 24-inch HDPE (High-Density Polyethylene) pipes, and making associated roadway and infrastructure improvements. The plans detail precise grading requirements, with slopes and elevations carefully specified, and include provisions for maintaining access to properties throughout construction. The project will require careful coordination with multiple utility owners and adherence to local and state standards, with a focus on minimizing disruption and ensuring proper drainage and infrastructure improvements.

View the file

Other files

File	Type	Posted
BR2025D_Location_1_RiverBend_PROPOSAL_10.6.25.pdf	PDF	Oct 6, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US HWY 158

RIVERBEND DRIVE

BERMUDA RUN DR.

TOWN OF BERMUDA RUN

DAVIE COUNTY, NC

ISSUED 10.06.2025

WEI PROJECT # 24409.01

BERMUDA RUN DRAINAGE IMPROVEMENTS

LOCATION #1

WETHERILL ENGINEERING, INC.

1223 JONES FRANKLIN RD

RALEIGH, NC 27606

ATTN: JORDAN BOGGESS, PE

(984)-242-0604

VICINITY MAP

SCALE: 1" = 500'

N D

D R

1223 JONES FRANKLIN ROAD RALEIGH,

NORTH CAROLINA, 27606

Phone: 919-851-8077 LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE

DESIGN - GIS/GPS - SURVEYING - CONSTRUCTION OBSERVATION

WETHERILL

ENGINEERING

Know what'sbelow.

before you dig.Call

OWNER

SURVEYOR

SITE

TOWN OF BERMUDA RUN

120 KINDERTON BLVD, SUITE 100

BERMUDA RUN, NC 27006

(336) 998-0906

ENGINEER

WETHERILL ENGINEERING, INC.

1223 JONES FRANKLIN RD

RALEIGH, NC 27606

ATTN: ANDY DEGROAT, PLS

(984)-242-0614

SHEET INDEX

Sheet Number Sheet Title

CVR Cover Sheet C001 Legends, Abbreviations and Notes C101 Riverbend Dr Existing Conditions & Demolition Plan C102 Riverbend Dr Grading and Drainage Plan C103 Riverbend Dr Cross Sections C104 Riverbend Dr Cross Sections C301 Details C302 Details C303 Details UO-1 Riverbend Dr - Utilities by Others

10/06/2025

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

AutoCAD SHX Text S

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

C ov er .d w g

-2

Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

LEGENDS,

ABBREVIATIONS

AND NOTES

C001

FDC

LEGEND

EROSION CONTROL LINES & SYMBOLS

FIRE HYDRANT

WATER VALVE

SEWER MANHOLE

HEADWALL

COMBINATION INLET

GRATE INLET

JUNCTION BOX

STORM PIPE

COBRA HEAD LIGHT

LIGHT POLE

A/C CONDENSER

WATER ELBOW

WATER TEE

WATER CROSS

WATER CAP

WATER REDUCER

WATER PLUG

REMOTE FDC

FDC

POST INDICATOR VALVE

WATER METER

UTILITY VAULT

DOUBLE CHECK VALVE

DOUBLE DETECTOR

CHECK VALVE

REDUCE PRESURE ZONE

ASSEMBLY

STANDARD ABBREVIATIONS

ABC

APPROX

ASPH

AWWA

AGGREGATE BASE COURSE

ACRES

APPROXIMATE

ASPHALT

AMERICAN WATER WORKS ASSOCIATION

B-B

BLDG

BOC

BOL

BVC

BACK OF CURB TO BACK OF CURB

BUILDING

BENCHMARK

BACK OF CURB

BOLLARD

BEGIN VERTICAL CURVE

BARB WIRE

C&G

CATV

CBL

CFS

CHL

CIP

CMP

COM

CONC

CONSTR

CONTR

COR

CP&L

CULV

CURB AND GUTTER

CABLE TELEVISION

CATCH BASIN

CABLE

CUBIC FEET PER SECOND

CHAIN LINK

CURB INLET

CAST IRON PIPE

CENTERLINE

CONCRETE MONUMENT

CORRUGATED METAL PIPE

CLEAN OUT

COMMUNICATION

CONCRETE

CONSTRUCTION

CONTRACTOR

CORNER

CAROLINA POWER & LIGHT

CULVERT

CHILLED WATER

DCV

DDCV

DIA

DIP

DRW

DELTA

DETECTOR CHECK VALVE

DOUBLE DETECTOR CHECK VALVE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DRIVEWAY

DOMESTIC WATER

EBL

EIP

ELEC

ELEV

EOI

EOP

ESMT

EVC

FES

FFE

FNC

FOC

FPS

GALV

GPM

GRV

GTV

HCP

HCR

HDW

IN/HR

INV

ISL

ITL

LGT

EAST BOUND LANE

EXISTING GRADE

EXISTING IRON PIPE

ELECTRIC

ELEVATION

ELECTRIC METER

END OF INVESTIGATION

EDGE OF PAVEMENT

EASEMENT

END VERTICAL CURVE

EXISTING

FLARED END SECTION

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FENCE

FACE OF CURB

FEET PER SECOND

GALVANIZED

GENERAL CONTRACTOR

GAS LINE

GAS METER

GALLONS PER MINUTE

GRAVEL

GATE VALVE

GAS VALVE

GUY WIRE

HANDICAP

HANDICAP PARKING

HANDICAP RAMP

HEADWALL

HIGH POINT

HEIGHT

INSIDE DIAMETER

INCHES PER HOUR

INVERT

ISLAND

INDEPENDENT TESTING LABORATORY

JUNCTION BOX

LENGTH

LINEAR FEET

LIGHT

LIGHT POLE

LANDSCAPED

LEFT

MAX

MED

MIN

MON

MTL

N/A

NAD 27

NAD 83

NBL

NC GRID

NCDOT

NCGS

NIP

NTS

O/C

OSHA

OVH

P/A

PCC

PED

PINC

PIV

P L

POC

POS

POT

PRC

PSI

PVC

PVI

PVMT

R R/W

RCP

RETW

REV

RPZ

RWM

SAN

SBL

SHT

SIA

SIG

SPECS

STA

STM

TBM

TCP

TEL

TEMP

TOC

TOE

TOP

TOW

TRANS

TYP

U/C U/G

VCP

WBL

MAXIMUM

MEDIAN

MANHOLE

MINIMUM

MECHANICAL JOINT

MONUMENT

METAL

MONITOR WELL

NOT APPLICABLE

NORTH AMERICAN DATUM 1927

NORTH AMERICAN DATUM 1983

NORTH BOUND LANE

NORMAL CROWN

NORTH CAROLINA GRID

NORTH CAROLINA DEPARTMENT OF

TRANSPORTATION

NORTH CAROLINA GEODETIC SURVEY

NEW IRON PIPE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OVERHANG

PARKING AREA

POINT OF CURVATURE

POINT OF COMPOUND CURVATURE

PEDESTAL

POINT OF INTERSECTION

POINT OF INTERSECTION NO CURVE

POST INDICATOR VALVE

PROPERTY LINE

POINT ON CURVE

POINT ON SPIRAL

POINT ON TANGENT

POWER POLE

POINT OF REVERSE CURVATURE

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

PAVEMENT

RADIUS

RIGHT OF WAY

REINFORCED CONCRETE PIPE

RETAINING WALL

REVISED

REDUCED PRESSURE ZONE

RIGHT

RIGHT OF MONUMENT

SANITARY

SOIL BORING

SOUTH BOUND LANE

SHEET

SIAMESE CONNECTION

SIGNAL

SIGNAL POLE

SPECIFICATIONS

STATION

STORM

SIDEWALK

TANGENT

TEMPORARY BENCHMARK

TERRA COTTA PIPE

TELEPHONE

TEMPORARY

TOP OF CURB

TOE OF SLOPE

TOP OF SLOPE

TOP OF WALL

TELEPHONE POLE

TRANSFORMER

TYPICAL

UNDER CONSTRUCTION

UNDERGROUND

UTILITY POLE

VERTICAL CURVE

VITREOUS CLAY PIPE

WEST BOUND LANE

WATER LINE

WATER METER

WATER VALVE

WOVEN WIRE

NOTE: ALL SYMBOLS AND ABBREVIATIONS MAY

NOT BE APPLICABLE TO THIS PROJECT.

IPS

IPF

SURVEY MONUMENT

SURVEY CONTROL

BENCHMARK

UTILITY POLE

GUY WIRE

TRANSMISSION POLE

FIBER OPTIC MARKER

TELEPHONE PEDESTAL

UTILITY MANHOLE

GAS VALVE

GAS METER

GAS MARKER

BACK FLOW PREVENTER

OCS

OUTLET CONTROL

STRUCTURE

EXISTING CONDITIONS

GAS GAS GAS

TT TT TT TT TT TT TT TT

W W W

SVC SVC SVC

SS SS SS

P P P

P P

UTL UTL

FP FP

X X X

TR TR TR

T T T

T T

FO FO FO

FM FM FM

R/W R/W R/W

EASEMENT

LAKE & STREAM

FLOODPLAIN

BUFFER

BUILDING

DITCH

FENCE

TREELINE

LANDSCAPE AREA

PROJECT PROPERTY LINE

ADJACENT PROPERTY LINE

SEWER LINE

FORCE MAIN

SEWER SERVICE LINE

GAS LINE

OVERHEAD UTILITY LINE

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

GIS MAJOR CONTOUR LINE

GIS MINOR CONTOUR LINE

GUARD RAIL

RIGHT-OF-WAY LINE

BACK OF CURB

STREET CENTERLINE

EDGE OF PAVEMENT

FACE OF CURB

GRAVEL

PAVEMENT STRIPING

RAILROAD

SOILS

SIDEWALK

TRAIL PATH

FIBER-OPTIC LINE

TRAFFIC SIGNAL LINE

UNDERGROUND TELECOM LINE

OVERHEAD TELECOM LINE

WATER LINE

WALL

WETLANDS

STORM LINE

R/W R/W R/W

LOC LOC LOC

W W W W

T T T T

SVC SVC SVC SVC

SS SS SS SS

OHP OHP OHP

G G G G

X X X X

FM FM FM FM

T T

TT TT TT TT TT TT TT TT

TPF TPF TPF

P P P P

BUILDING

MAJOR CONTOUR

MINOR CONTOUR

BUILDING OVERHANG

DEMOLITION

STORMWATER DETENTION

DITCH

EASEMENT: ACCESS & WET/DRY UTILITIES

LIMITS OF CONSTRUCTION

FENCE

GUARD RAIL

BUILDING SETBACK LINE

LANDSCAPE AREA

LANDSCAPE SHRUBS AND TREES

TREE PROTECTION FENCE

CONSTRUCTION PHASE LINES

PROPERTY LOT LINES

RIGHT-OF-WAY BOUNDARY

BACK OF CURB

STREET CENTERLINE

EDGE OF CONCRETE

EDGE OF PAVEMENT

FACE OF CURB

PAVEMENT STRIPING

SETBACK

SITE FURNISHINGS

SIGHT TRIANGLE

SIDEWALK

GAS LINE

OVERHEAD POWER LINE

POWER TRANSFORMER

UNDERGROUND POWER LINE

SEPTIC SEWER SYSTEM

SEWER LINE

FORCE MAIN

SEWER SERVICE LINE

STORM LINE

OVERHEAD TELECOM LINE

UNDERGROUND TELECOM LINE

WATER LINE

WALL

ZONING BOUNDARY

PROPOSED CONDITIONS

UTILITY & BOUNDARY SYMBOLS

COMBINATION SILT FENCE / TREE PROTECTION FENCE

SILT FENCE

SUPER SILT FENCE

TEMPORARY DIVERSION DITCH

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT

FILTER BAG WITH GRAVEL PAD

SILT FENCE OUTLET

CATCH BASIN INLET PROTECTION

GRAVEL & RIP RAP HORSESHOE INLET PROTECTION

ROCK CHECK DAM

RIP-RAP DISSIPATER PAD

SF/TP SF/TP

SF SF

SSF SSF

FW FW FW FLOODWAY

100 -Yr 100 -Yr 100 -YR FLOOD 500 -Yr 500 -Yr 500 -YR FLOOD

100BUILDING SETBACK LINE

NOTES:

1. EXISTING TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY WETHERILL ENGINEERING. FIELD WORK PERFORMED IN AUGUST 2024.

2. THE EXISTING PRIVATE RIGHT-OF-WAY HAS BEEN PLACED AS PROVIDED BY GREY ENGINEERING ON MAY 8TH, 2024. THE RIGHT-OF-WAY AS SHOWN IS WHOLLY OWNED BY THE TOWN OF

BERMUDA RUN.

3. ANY PROPERTY LINES SHOWN HEREON HAVE BEEN DEPICTED BASED ON FILED MAP DATA AS NOTED AND HAVE NOT BEEN SURVEYED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS

ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.

5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS

DIRECTED BY THE ENGINEER.

6. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.

7. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.

8. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.

10. CONTRACTOR SHALL PROVIDE EXCAVATION AND TRAVELING OPERATIONS AS REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT HIS EXPENSE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER.

13. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES.

14. CONTRACTOR SHALL UTILIZE NCDOT RSD 1101.03 AND MUTCD FOR TEMPORARY ROAD CLOSURES TO COMPLETE CONSTRUCTION. ALL TRAFFIC CONTROL DEVICES AND SIGNS, INCLUDING BARRICADES, DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR CAN UTILIZE THE EASTERN LOOP OF RIVERBEND DRIVE AS AN OFFSITE DETOUR FOR THE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL REOPEN THE ROAD DAILY AT THE END OF CONSTRUCTION ACTIVITIES AFTER ENSURING SAFE CONDITIONS FOR ALL VEHICULAR AND PEDESTRIAN TRAFFIC. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PROPERTIES AND RESIDENCES THROUGHOUT THE DURATION OF

CONSTRUCTION.

15. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF THE RIGHT OF WAY.

16. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON-WORKING HOURS. UTILIZE SIGNS, BARRICADES, STEEL

PLATES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY

ENGINEER PRIOR TO CONSTRUCTION.

18. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.

19. ALL WORK TO BE PERFORMED ACCORDING TO OSHA SAFETY REGULATIONS.

20. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL STANDARDS AND SPECIFICATIONS.

21. THE CONTRACTOR SHALL BE RESPONSIBLE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE GUIDELINES AND REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA).

22. UTILITY OWNERS ON THIS PROJECT ARE: DUKE (ELECTRIC), CHARTER (TELECOM), ZIRRUS (TELECOM), DAVIE COUNTY AND TOWN OF BERMUDA RUN (WATER AND SEWER)

23. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON PLANS.

24. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SIDEWALK AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

25. NO SUBSURFACE DATA IS AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

DAVIE COUNTY WATER NOTES:

1.WATER VALVE BOXES ARE TO BE LOCATED AND SHALL BE ADJUSTED TO GRADE. PROVIDE A CONCRETE PAD AROUND THE WATER VALVE BOX PER DAVIE COUNTY DETAIL IF IT IS

OUTSIDE THE SIDEWALK, CURB OR PAVEMENT.

2.THE EXISTING 6” ACP WATER MAIN WAS INSTALLED IN 1970. THE EARLY WATER SERVICES DO NOT HAVE A SADDLE OR A CORP-STOP AT THE WATER MAIN. THE 70'S SERVICE LINES MATERIAL IS DIFFERENT THAN THE COUNTY STANDARD CTS SDR-9 HDPE PIPE. WATER SERVICE LINE GUIDANCE WILL BE PROVIDED BY A DAVIE COUNTY REPRESENTATIVE DURING

CONSTRUCTION.

3.ALL WATER METER BOX TOPS SHALL BE LOCATED AT A MINIMUM OF 1 FT OUTSIDE THE SIDEWALK CONCRETE PAD. MOVED WATER METERS SHALL BE LOCATED 1 FT INSIDE ROAD RIGHT-OF-WAY WHICH IS BEHIND AND BACKSIDE OF THE SIDEWALK. ANY CONFLICT WITH THE WATER METER BEHIND THE SIDEWALK CONTACT DAVIE COUNTY PUBLIC WORKS.

4.ADJUST TO FINAL GRADE MOVED WATER METERS AND WATER METER DISTURBED BY ADJACENT GRADING.

5.FOR METER BOXES THAT ONLY HAVE A VERTICAL CHANGE, THE METER SETTER SHALL BE MOVED/ADJUSTED UP OR DOWN TO ACCOMMODATE THE WATER METER BOX MOVEMENT AS

NEEDED TO PROVIDE ADEQUATE ACCESS TO THE WATER METER AND SETTER.

6.WHERE WATER METERS ARE MOVED, AND A NEW SERVICE LINE IS REQUIRED. THERE SHALL BE NO SERVICE LINE SPLICE CONNECTION INSTALLED UNDER AND UP TO 1 FT OUTSIDE THE

SIDEWALK AREA.

7.THE SEWER SYSTEM IS THE TOWN OF BERMUDA RUN'S.

8.THE DAVIE COUNTY SEWER SERVICE CONNECTION DETAIL APPLIES TO THE TOWN OF BERMUDA RUN SEWER SYSTEM.

UNDERGROUND TELEVISION LINE

UNDERGROUND ELECTRICAL LINE

UNKNOWN LINE

UNDERGROUND TELEVISION FIBER-OPTIC LINE

IRRIGATION WATER LINE

DE DE DE

EUE EUE EUE

SSE SSE SSE

TCE TCE TCE

WE WE WE

DRAINAGE EASEMENT

ELECTRICAL UTILITY EASEMENT

SANITARY SEWER EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

WATER EASEMENT

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/ W

R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

CHAD DAYTON GREENE

ADDRESS: 1219 RIVERBEND DR.

PIN: 5872859297

J. SCOTT ANDERS/NANCY H ANDERS

ADDRESS: 1209 RIVERBEND DR.

PIN: 5872858126

CLUBCORP NV XII LLC.

ADDRESS: 324 BERMUDA RUN DR.

PIN: 5872931640

7.5" BRK

WALL

TOP=745.71'

INV IN(SE)=742.32'

INV IN(S)=741.52'

INV OUT(N)=741.51'

INV=743.03'

INV=746.10'

12" RCP

15" RCP

" H

CONC

DRIVE

ASPHALT

DRIVE

CONC

DRIVE

RIVERBEND DR.

20' BST

8" CMP

" C

SS MH

RIM: 747.83

INV IN: 743.34 (N)

INV IN: 743.33 (NW)

INV IN: 743.36 (S)

INV OUT: 743.09 (E)

4" PVC (2)

PLACED BY RECORD

4" PVC

BY RECORD

SS SS SS SS SS SS SS SS

SS SS

6" PVC

DIR. ONLY

6" PVC

DIR. ONLY

SSCO (2) PLACED

BY RECORD

WATERLINE

BY RECORD

4" PVC

BY RECORD

INV=743.39'

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

4" PVC FM

SSFM BY RECORD

W W

W W W W W W W W W W W W W W W W

6" ACP WATER LINE

BY RECORD

EOI

W W

50 LF EXISTING DRAINAGE

PIPE TO BE REMOVED

EXISTING HEADWALL

TO BE REPLACED

EXISTING DRAINAGE STRUCTURE

TO BE REPLACED

REMOVE 8' LENGTH

FROM END OF 8" CMP

EX. TREE TO BE REMOVED

(CUT AND GRIND STUMP)

PORTION OF DRIVEWAY

TO BE REPLACED

PORTION OF DRIVEWAY

TO BE REPLACED

TREE TO BE REMOVED

(CUT AND GRIND STUMP)

LIMITS OF

CONSTRUCTION

TEMPORARY SILT FENCE

TEMPORARY SILT

FENCE OUTLET

TEMPORARY SILT

FENCE OUTLET

LIMITS OF

CONSTRUCTION

TEMPORARY SILT FENCE

TEMPORARY SILT

FENCE OUTLET

EXISTING SIGN TO

BE RELOCATED

OPEN CUT FOR DRAINAGE

PIPE INSTALLATION

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

4" PVC FM

SSFM BY RECORD

W W

W W W W W W W W W W W W W W W W

6" ACP WATER LINE

BY RECORD

EOI

W W

SF SF SF SF

SF SF

LOC

LOC LOC LOC LOC LOC

LOC

LOC LOC

TCE

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

Ex is tin g.

dw g

-2

Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

E W

205 10SCALE 1" = 10' 0

RIVERBEND DR

EXISTING CONDITIONS

& DEMOLITION PLAN

C101

EXISTING CONDITIONS NOTES

1. SEE PROJECT NOTES ON SHEET C001.

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE BEGINNING WORK.

3. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES OR

STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION.

4. ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ENGINEER AND OWNER BEFORE REMOVAL FOR

FINAL DISPOSITION.

5. ALL WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE

WITH TOWN OF BERMUDA RUN REGULATIONS AND ANY STATE OR FEDERAL REGULATIONS.

6. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT

SOILS TESTING LABORATORY SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE.

7. ALL DEMOLITION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BERMUDA RUN STANDARDS, SPECIFICATIONS, AND DETAILS. FOR REMOVAL OF EXISTING PAVEMENT, SEE NCDOT SPECIFICATIONS, SECTION 250.

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

TOP=745.88'

INV IN(SE)=743.88'

INV OUT(NW)=743.78'

DI TO

5.9

(S W

)=7

.62

15" RCP

" H

CONC

DRIVE

ASPHALT

DRIVE

CONC

DRIVE

RIVERBEND DR.

20' BST

8" CMP

INV=746.05'

SS MH

RIM: 747.83

INV IN: 743.34 (N)

INV IN: 743.33 (NW)

INV IN: 743.36 (S)

INV OUT: 743.09 (E)

4" PVC (2)

PLACED BY RECORD

4" PVC

BY RECORD

SS SS SS SS SS SS SS SS

6" PVC

DIR. ONLY

SSCO (2) PLACED

BY RECORD

SSCO PLACED

BY RECORD

WATERLINE

BY RECORD

SSCO PLACED

BY RECORD

SS SVC LINE PLACED

BY RECORD

EOI

4" PVC

BY RECORD

R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

CHAD DAYTON GREENE

ADDRESS: 1219 RIVERBEND DR.

PIN: 5872859297

J. SCOTT ANDERS/NANCY H ANDERS

ADDRESS: 1209 RIVERBEND DR.

PIN: 5872858126

CLUBCORP NV XII LLC.

ADDRESS: 324 BERMUDA RUN DR.

PIN: 5872931640

RIVERBEND DR.

SF SF SF SF

SF SF

LOC

LOC LOC LOC LOC LOC

LOC

LOC LOC

24" RCP

24" HDPE

3+00

4+00

5+00

W W

N78° 49' 38.44"W

PI STA. 4+37.88

D = 023° 18' 59.8" D = 021° 44' 38.9"

L = 107.23' T = 54.37'

R = 263.50'

5.0'

. 3

+1 5.4

0PI STA. 3+62.18

PT STA. 4+90.74

N75° 30' 32.79"W

CONCRETE DROP INLET

0602A

CONCRETE HEADWALL

(NCDOT STD 838.01)

5.0'

PI STA. 5+53.16

D = 014° 06' 31.4" D = 021° 44' 38.9"

L = 64.89' T = 32.61'

R = 263.50'

PC STA. 5+20.56

. 3

+8 3.5

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W

W W W W W W W W W W W W W W W

6" ACP WATER LINE

BY RECORD

EOI

W W

TCE

OPEN CUT PAVEMENT

REPAIRS

REPLACE EXISTING DRAINAGE

STRUCTURE WITH NEW

CONCRETE DROP INLET

(NCDOT STD 840.14)

REPLACE

EXISTING 24" CMP

WITH 24" RCP

TEMPORARY SILT

FENCE OUTLET

LIMITS OF

CONSTRUCTION

TEMPORARY SILT FENCE

CLASS 'B' RIP RAP

INLET PROTECTION

TEMPORARY SILT

FENCE OUTLET

LIMITS OF

CONSTRUCTION

8' PORTION AT END OF EX.

8" CMP TO BE REMOVED

PROPOSED 5'

SIDEWALK

FUTURE

SIDEWALK

FUTURE

SIDEWALK

TEMPORARY INLET

PROTECTION

TEMPORARY INLET

PROTECTION

5 TONS RIPRAP & 14 SY

GEOTEXTILE

TEMPORARY

CONSTRUCTION EASEMENT

EXISTING SIGN TO

BE RELOCATED

ADJUST WATER

METER TO

FINISHED GRADE

REPLACE 40 LF WATER LINE WITH 6" DIP PC350.

(REFER TO "WATER LINE CROSSING UNDER

STORM PIPE" DETAIL ON SHEET C302)

VERIFY VERTICAL SEPARATION

BETWEEN EXISTING SEWER

AND PROPOSED DRAINAGE PIPE

X_0602 - X_0607 Horz:1"=10' Vert:1"=2'

PIPE 0604

14.2 LF

24" HDPE

@ 1.34%

PIPE 0602

38.0 LF

24" RCP (CLASS IV)

@ 1.58%

1.5

1 (

" H

E to

X-b)

: 7

.71

(2 4"

E fro m

: 7

.32

(1 2"

fro m

5.7

.88

, O

. 8 .69

EXISTING GRADE

EXISTING 24" CMP

TO BE REPLACED

PROPOSED GRADE

1.9

0 (

" H

E to

: 7

.10 (2

4" R

fro m

5.9

.27

, O

. 5 .46

CONCRETE ENDWALL

(NCDOT STD 838.01)

EX PIPE23.3 LF24" HDPE@ 7.09%

2.7 0 (

" R

RELOCATED WATER

LINE (6" DIP)

" M

TIO

" M

TIO

SANITARY SEWER FORCE MAIN.

CONTRACTOR TO VERIFY

MINIMUM CLEARANCE.

ABANDONED GAS LINE. COORDINATE

WITH PIEDMONT NATURAL GAS

COMPANY FOR REMOVAL IF IN

CONFLICT WITH PROPOSED DRAINAGE.

UNKNOWN UTILITY. CONTRACTOR

TO VERIFY CLEARANCE FROM

PROPOSED DRAINAGE

" M

TIO

SANITARY SEWER SERVICE

LINE. CONTRACTOR TO VERIFY

MINIMUM CLEARANCE.

" M

TIO

RELOCATED ELECTRICAL LINE

RELOCATED FIBER OPTIC LINE

RIVERBEND DR WEST SW

Horz:1"=10' Vert:1"=2'

PROPOSED

GRADE

EXISTING

GRADE

3+804+005+005+90

.66

6.6

.83

6.4

.40

6.3

.76

7.2

.17

7.2

1PI

.88

8.3

-1.00%

-0.07%

-0.70% 2.30%

2.05%

4.16%

24" HDPE

.51

6.6

3:1

4.00%

.66

9.1

.67

9.5

GRASS STRIPCONCRETE

SIDEWALK

2% MAX SLOPE

3:1 MAX

VARIABLE SLOPE

VARIABLE WIDTH 5' 6"TRAVEL LANE

GRADE POINT

CONCRETE

SIDEWALK

6% MAX

-8% MAX

2% MAX SLOPE

8% MAX

-4% MAX

GRADE POINT

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

G ra di ng

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

E W

205 10SCALE 1" = 10' 0

RIVERBEND DR

GRADING AND

DRAINAGE PLAN

C102

NOTES

1. SEE PROJECT NOTES ON SHEET C001.

2. ALL RCP STORM DRAINS SHALL BE A MINIMUM CLASS III REINFORCED CONCRETE PIPE UNLESS

OTHERWISE NOTED.

3. ALL SIDEWALK WITHIN DRIVEWAYS AND ANY ADDITIONAL DRIVEWAY REPLACEMENT SHALL BE 6"

THICK. SEE DETAIL FOR STANDARD CONCRETE SIDEWALK.

TYPICAL SECTION NO. 1

-RBEND- STA 3+84.00 TO - RBEND- STA 4+01.00

-RBEND- STA 4+91.00 TO - RBEND- STA 5+14.38

-RBEND- STA 5+14.38 TO - RBEND- STA 5+85.25

5' - 11.5'

TYPICAL SECTION DRIVEWAY REPAIR

-RBEND- STA 3+98.19 TO -RBEND- STA 4+15.11

-RBEND- STA 4+73.07 TO -RBEND- STA 4+87.34

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

3+92

0 10 20 300-10-20-30

4+09

0 10 20 300-10-20-30

4+24

0 10 20 300-10-20-30

4+40

0 10 20 300-10-20-30

4+57

0 10 20 300-10-20-30

4+69

0 10 20 300-10-20-30

4+83

0 10 20 300-10-20-30

4+98

0 10 20 300-10-20-30

12" CMP

3:1

-2% -2%

-2% -2% -2%

-2%

-2% -2%

-1%-11%

-0%

7:1

6:1

3:1

-2% -2%

-8%

5:1

5% 2%

3:1

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

G ra di ng

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

205 100

RIVERBEND DR

CROSS SECTIONS

C103HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 1'

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

5+10

0 10 20 300-10-20-30

5+25

0 10 20 300-10-20-30

5+40

0 10 20 300-10-20-30

5+55

0 10 20 300-10-20-30

5+70

0 10 20 300-10-20-30

-2% -2%

-5% -2%

-2%

3:1

-1%

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

G ra di ng

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

205 100

RIVERBEND DR

CROSS SECTIONS

C104HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 1'

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

D et ai ls

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

DETAILS

C301

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

D et ai ls

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

DETAILS

C302

NOTES:

1. TYPE 1 INSTALLATIONS ARE FOR USE ON ROADWAYS WITH A POSTED SPEED LIMIT UNDER 35 MPH.

2. TYPE 2 INSTALLATIONS ARE FOR USE ON ROADWAYS WITH A POSTED SPEED LIMIT ABOVE 35 MPH.

3. ALL ROAD PLATE INSTALLATIONS, LIABILITY AND MAINTENANCE ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4. METAL PLATES WILL HAVE WHITE REFLECTIVE MARKING TAPE ON ALL FOUR CORNERS OF EACH END OF A TRENCH.

THESE PLATES DESIGNATE THE BEGINNING AND END OF THE EXCAVATION. THE REFLECTIVE TAPE WILL BE DURABLE ENOUGH TO WITHSTAND TRAFFIC. ANY PEELING TAPE DEEMED UNREADABLE MUST BE REPLACED IMMEDIATELY.

5. WARNING SIGNS ADVISING MOTORISTS THAT THEY SHOULD EXPECT TO ENCOUNTER METAL PLATES SHALL BE PLACED AT APPROXIMATELY 100 FEET IN ADVANCE OF THE METAL PLATE LOCATION THE "BUMP" OR "STEEL PLATE

AHEAD" SHALL BE USED.

6. PLATES THAT ARE LEFT OVERNIGHT WILL REQUIRE THAT THE WARNING SIGN BE SUPPLEMENTED WITH A LOW-INTENSITY-FLASHING WARNING LIGHT MOUNTED ON OR ADJACENT TO THE ADVANCE WARNING SIGNAGE.

7. PAVEMENT MUST BE RESTORED TO THE PREVIOUS OR BETTER CONDITION ONCE THE PLATE HAS BEEN REMOVED.

STEEL ROAD PLATE

Docusign Envelope ID: E4196E5D-8642-4727-9DA1-D24CA9661AF1

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text J

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text J

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 049134

B er m ud a R un R iv er be nd

S id ew al k Fi na l D es ig n\

D ra w in gs

\Iv y

C irc le

E ar ly D ra in ag e

Pl an

- I vy C irc le

- D ra w in gs \P la n

Sh ee ts \1

R iv er be nd \2

- S he et s_

D et ai ls

.d w g

-2

J Bo gg es s

REVISIONS

DATE:

COMMENTDATE

WETHERILL

ENGINEERING

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF

WETHERILL ENGINEERING. THEY MAY NOT BE

RE-USED FOR ANY PURPOSE WITHOUT WRITTEN

PERMISSION OF WETHERILL ENGINEERING. WETHERILL

ENGINEERING SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

1223 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA, 27606

PHONE: 919-851-8077

LICENSE No. F-0377

WETHERILLENG.COM

TRANSPORTATION PLANNING/DESIGN -

BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN

- GIS/GPS - SURVEYING -

CONSTRUCTION OBSERVATION

24409.01

10.06.2025

O U

, N O

N A

N D

D R

U D

A R

U N

, N C

ISSUED FOR BID10/06/25

10/06/2025

M U

D A

R U

N D

DETAILS

C304

SEDIMENT FENCE (CHAPTER 6.62) CONSTRUCTION SPECIFICATIONS:

MATERIALS:

1. Use a synthetic filter fabric at least 95% by weight of polyolefins or polyester, which is certified by the manufacturer or supplier as conforming to the requirements in ASTM D 6461, which is shown in part in Table 6.62b. Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life as a temperature range of 0 to 120°F.

2. Ensure that posts for sediment fences are 1.25 lb/linear ft minimum steel with a minimum length of 5 feet. Make sure that steel posts have projections to facilitate fastening the fabric.

3. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches.

CONSTRUCTION:

1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.

2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface (Higher fences may impound volumes of water sufficient to cause failure of the structure.)

3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.

4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should have minimum 50 pound tensile strength.

5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the ground a minimum of 24 inches.

6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum 50 pound tensile strength.

7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier

8. Place 12 inches of the fabric along the bottom and side of the trench.

9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence performance.

10. Do not attach filter fabric to existing trees.

11. Sediment fence installation using the slicing method: Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be installed using specially designed equipment that inserts the fabric into a cut sliced in the ground with a disk.

12. In locations where there is sufficient area, a small depression should be excavated in front of the silt fence outlet (within disturbed area) to improve performance of the device.

MAINTENANCE:

Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage are has been properly stabilized.

WATTLES (CHAPTER 4-75) NCDOT E&SC MANUAL CONSTRUCTION SPECIFICATIONS

CONSTRUCTION:

1. Install matting in accordance with Section 1631 of the Standard Specifications.

2. Provide staples made of 0.125-inch diameter steel wire formed into a U-shape no less than 12 inches in length.

3. Install staples approximately every 1 foot on both sides of the wattle and at each end to secure it to the soil.

4. Use 2-foot wooden stakes with a 2-inch by 2-inch nominal cross section.

5. Install a minimum of 2 upslope stakes and 4 downslope stakes at an angle to wedge the wattle to the bottom of the ditch.

6. Drive stakes into the ground a minimum of 10 inches with no more than 2 inches projecting from the top of the wattle.

7. Flocculant shall be in powder form and anionic and neutrally charged.

8. Soil samples should be obtained from areas where wattles will be placed and from off-site material used to construct the roadway.

Samples should be analyzed to determine the appropriate flocculant to be used in each wattle.

9. Flocculant used should be listed on the NCDENR DWR website as an approved product for use in North Carolina.

10. Flocculant should be applied over the lower center portion of the wattle where the water will flow at a rate of 2 ounces per wattle.

11. Apply 1 ounce of flocculant on each side of the wattle.

12. Flocculant should be evaluated and applied after every rainfall event that is equal to or exceeds 0.5 inches.

13. Overlap adjoining sections of wattles a minimum of 1 foot.

MAINTENANCE:

It is important that the wattles be kept clean to allow water to flow through the natural fibers and contact the flocculant. The wattles can become blocked with debris, sediment, straw and other items. The upstream side of the wattle should be maintained to allow the water to flow through, reduce velocity, distribute flocculant and allow sedimentation to occur. If the natural fibers of the wattle become too saturated with debris, sediment, etc., and removal of these items is not possible, wattles should be replaced. Stakes should be used to anchor the wattle adequately to the ground to prevent scouring and washout during storm events. The excelsior pad beneath the wattles is critical to the proper functioning of the wattles.

SILT FENCE WATTLE BREAK (CHAPTER 4-35) NCDOT E&SC MANUAL CONSTRUCTION SPECIFICATIONS

CONSTRUCTION:

1. Install matting in accordance with Section 1631 of the Standard Specifications.

2. Install staples approximately every 1 foot on both sides of the wattle and at each end to secure it to the soil.

3. Install a minimum of 2 upslope stakes and 4 downslope stakes at an angle to wedge wattle to bottom of ditch.

4. Install with a maximum spacing of 3 feet for upslope and 2 feet for downslope.

5. Drive stakes into the ground a minimum of 10 inches with no more than 2 inches projecting from the top of the wattle.

6. Overlap wattle and silt fence geotextile a minimum of 1 foot. Silt fence geotextile should have an opening of 8 feet.

7. Install a trench with a depth of 1 to 2 inches for the length of the wattle.

MAINTENANCE:

It is important that wattle breaks be kept clean and allow water to flow through the natural fibers. The wattle breaks can become blocked with debris, sediment, straw and other items. If the natural fibers of the wattle become too saturated with debris and sediment and removal of the items is not possible, wattle breaks should be replaced. Stakes should be used to anchor the wattle breaks adequately to the ground to prevent scouring and washout during storm events.

ROLLED EROSION CONTROL PRODUCTS (CHAPTER 6.17) CONSTRUCTION SPECIFICATIONS

CONSTRUCTION:

Even if properly designed, if not properly installed, RECP’s will probably not function as desired. Proper installation is imperative. Even if properly installed, if not properly timed and nourished, vegetation will probably not grow as desired. Proper seed/vegetation selection is also imperative. Grade the surface of installation areas so that the ground is smooth and loose. When seeding prior to installation, follow the steps for seed bed preparation, soil amendments, and seeding in Surface Stabilization, 6.1. All gullies, rills, and any other disturbed areas must be fine graded prior to installation. Spread seed before RECP installation. (Important: Remove all large rocks, dirt clods, stumps, roots, grass clumps, trash, and other obstructions from the soil surface to allow for direct contact between the soil surface and the RECP.) Terminal anchor trenches are required at RECP ends and intermittent trenches must be constructed across channels at 25-foot intervals. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width, while intermittent trenches need be only 6 inches deep and 6 inches wide.

INSTALLATION FOR SLOPES— Place the RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill, and compact. Unroll the RECP down (or along) the slope maintaining direct contact between the soil and the RECP. Overlap adjacent rolls a minimum of 3 inches.

Pin the RECP to the ground using staples or pins in a 3 foot center-to-center pattern. Less frequent stapling/pinning is acceptable on moderate slopes.

INSTALLATION IN CHANNELS— Excavate terminal trenches (12 inches deep and 6 inches wide) across the channel at the upper and lower end of the lined channel sections. At 25-foot intervals along the channel, anchor the RECP across the channel either in 6 inch by 6 inch trenches or by installing two closely spaced rows of anchors. Excavate longitudinal trenches 6 inches deep and wide along channel edges (above water line) in which to bury the outside RECP edges. Place the first RECP at the downstream end of the channel. Place the end of the first RECP in the terminal trench and pin it at 1 foot intervals along the bottom of the trench.

Once pinned and backfilled, the RECP is deployed by wrapping over the top of the trench and unrolling upstream. If the channel is wider than the provided rolls, place ends of adjacent rolls in the terminal trench, overlapping the adjacent rolls a minimum of 3 inches. Pin at 1 foot intervals, backfill, and compact. Unroll the RECP in the upstream direction until reaching the first intermittent trench. Fold the RECP back over itself, positioning the roll on the downstream side of the trench, and allowing the mat to conform to the trench.

Then pin the RECP (two layers) to the bottom of the trench, backfill, and compact. Continue up the channel (wrapping over the top of the intermittent trench) repeating this step at other intermittent trenches, until reaching the upper terminal trench. At the upper terminal trench, allow the RECP to conform to the trench, secure with pins or staples, backfill, compact and then bring the mat back over the top of the trench and onto the existing mat (2 to 3 feet overlap in the downstream direction), and pin at 1 foot intervals across the RECP. When starting installation of a new roll, begin in a trench or shingle-lap ends of rolls a minimum of 1 foot with upstream RECP on top to prevent uplifting. Place the outside edges of the RECP(s) in longitudinal trenches, pin, backfill, and compact.

ANCHORING DEVICES—11 gauge, at least 6 inches length by 1 inch width staples or 12 inch minimum length wooden stakes are recommended for anchoring the RECP to the ground.

Drive staples or pins so that the top of the staple or pin is flush with the ground surface. Anchor each

RECP every 3 feet along its center. Longitudinal overlaps must be sufficient to accommodate a row of anchors and uniform along the entire length of overlap and anchored every 3 feet along the overlap length.

Roll ends may be spliced by overlapping 1 foot (in the direction of water flow), with the upstream/upslope mat placed on top of the downstream/ downslope RECP. This overlap should be anchored at 1 foot spacing across the RECP. When installing multiple width mats heat seamed in the factory, all factory seams and field overlaps should be similarly anchored.

INLET PROTECTION WITH WATTLES

NOT TO SCALE

FLOW

PLAN VIEW

DROP INLET PROTECTION

PLAN VIEW

WATTLE

SECTION A-A

CURB INLET PROTECTION

WATTLE

INLET PROTECTION FOR

GUTTER FLOW SHALL BE

AS DIRECTED BY THE ENGINEER.

GEOTEXTILE

MIN

1'-0"

GEOTEXTILE UNDERLAYMENT

(8 OZ. NON-WOVEN)

STAPLES @ 5" O.C.

DROP

INLET

2'-0

1'-0"

MIN

NOTES:

1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF

A MATERIAL THAT EFFECTIVELY SECURES THE WATTLE.

STAKE SPACING SHALL BE A MAXIMUM OF TWO FEET.

2. OVERLAP ENDS OF WATTLES PER MANUFACTURERS

RECOMMENDATIONS (1'MIN, 3'MAX).

3. PLACE STAPLES ON BOTH SIDES OF WATTLE AT 6"

SPACING.

DROP INLET

WATTLE

CURB INLET ROADWAY

CURB AND GUTTER

INSTALLATION NOTES:

1.…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 7, 2025.