25 0218 - Emporia - Adams St - IFB - DWGS.pdf

PDF 8 MB Posted Feb 25, 2025

Attached to: Adams Street - Sanitary Sewer Replacement
Solicitation number: 88827
Issued by: Frederick County, Virginia

About this file

Written by GovTribe AI · Feb 25, 2025

This file contains engineering drawings and specifications for the Adams Street Sanitary Sewer Replacement project for the City of Emporia, Virginia, prepared by CHA Companies with an issue date of February 18, 2025. The project involves replacing sanitary sewer infrastructure along Adams Street, including new sewer lines, manholes, and related components. The drawings include details for erosion and sediment control measures, sewer plan and profile views, standard construction details, and specifications for materials and installation methods. The project requires coordination with existing utilities and includes provisions for temporary construction easements, traffic control, and site restoration.

The drawings specify technical requirements including pipe bedding details, manhole construction specifications, pavement restoration standards, and erosion control measures that must be implemented. Construction must comply with City of Emporia standards, VDOT specifications, and applicable state and local requirements. The contractor is required to obtain all necessary permits and maintain erosion/sediment controls throughout construction. The documents include detailed engineering specifications for materials like precast concrete manholes, watertight frames and covers, PVC sewer pipe, and restoration of disturbed areas including asphalt and concrete surfaces.

View the file

Other files

File	Type	Posted
IFB Project Manual - 25 0218 - Emporia - Adams St - IFB - SPECS.pdf	PDF	Feb 25, 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.

G-001

COVER SHEET

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

ADAMS STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

540.552.5548 . www.chacompanies.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

PREPARED BY:

LOCATION MAP

SCALE:

VICINITY MAP

NO SCALE

ADAMS STREET SANITARY SEWER REPLACEMENT

540.552.5548 . www.chacompanies.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

CITY OF EMPORIA

PREPARED FOR:

CITY OF EMPORIA ADDRESS:

201 S. Main Street

EMPORIA, VA 23847

PHONE: (434) 634 - 3332

AutoCAD SHX Text

ADAMS STREET

AutoCAD SHX Text

LOW GROUND ROAD

AutoCAD SHX Text

SOUTH MAIN STREET

AutoCAD SHX Text

OLD HALIFAX RD

AutoCAD SHX Text

TILLAR AVENUE

AutoCAD SHX Text

MADISON STREET

AutoCAD SHX Text

JEFFERSON STREET

AutoCAD SHX Text

SOUTH MAIN STREET

AutoCAD SHX Text

LAUREL STREET

AutoCAD SHX Text IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

AutoCAD SHX Text File: V:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_001_080542.DWGV:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_001_080542.DWG

AutoCAD SHX Text Saved: 2/13/2025 12:13:13 PM Plotted: 2/17/2025 10:26:11 AM Current User: Dean, Margaret LastSavedBy: 80752/13/2025 12:13:13 PM Plotted: 2/17/2025 10:26:11 AM Current User: Dean, Margaret LastSavedBy: 8075 Plotted: 2/17/2025 10:26:11 AM Current User: Dean, Margaret LastSavedBy: 80752/17/2025 10:26:11 AM Current User: Dean, Margaret LastSavedBy: 8075 Current User: Dean, Margaret LastSavedBy: 8075Dean, Margaret LastSavedBy: 8075 LastSavedBy: 80758075

AutoCAD SHX Text

BID SUBMITTAL

AutoCAD SHX Text

EBH

AutoCAD SHX Text

MRD

AutoCAD SHX Text 2/18/2025

AutoCAD SHX Text 2/18/25

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

AutoCAD SHX Text 1,000

G-002

GENERAL NOTES

GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES

PERMITTING NOTES

SURVEY NOTES

SITE RESTORATION AND ACCESS NOTES

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

ADAMS STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

540.552.5548 . www.chacompanies.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

AutoCAD SHX Text

1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY STANDARD DETAILS, CODE OF CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY STANDARD DETAILS, CODE OF ORDINANCES AND STANDARD SPECIFICATIONS IF APPLICABLE. 2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH HAMPTON ROADS REGIONAL ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH HAMPTON ROADS REGIONAL CONSTRUCTION STANDARDS, VDOT ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS (CURRENT EDITIONS) AS INDICATED. 3. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ASSOCIATED SPECIFICATIONS AND THE MOST CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ASSOCIATED SPECIFICATIONS AND THE MOST CURRENT CITY, COUNTY, STATE, AND UTILITY PROVIDER STANDARDS, SPECIFICATIONS AND BUILDING CODES. 4. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN THE CONFINES OF THIS PROJECT. THE CONTRACTOR UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN THE CONFINES OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA-811 OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL INDICATED ON SITE ITEMS, ABOVE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL INDICATED ON SITE ITEMS, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAINS AESTHETICALLY ACCEPTABLE, SAFE AND FUNCTIONAL. 6. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA REQUIREMENTS. 7. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION CONTROL REQUIREMENTS. 8. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, STANDARDS AND POLICIES. 9. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED IN WRITING BY THE PROJECT ENGINEER ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE CITY OF EMPORIA PRIOR TO INSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS. KNOCK-OUT BOXES SHALL NOT BE USED. 10. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY APPROVALS/PERMITS, CITY FIRE DEPARTMENT, SOLID WASTE REVIEWS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, SOIL AND EROSION CONTROL PERMITS, VADEQ PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, STORMWATER PERMITS, ZONING APPROVAL, AND BUILDING CODE APPROVALS/PERMITS. IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE CITY AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA STORMWATER MANAGEMENT PROGRAM. AN INDIVIDUAL CERTIFIED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, HOLDING A RESPONSIBLE LAND DISTURBER CERTIFICATION, SHALL BE IN CHARGE OF THE LAND DISTURBING ACTIVITY AND ON THE WORK SITE AT ALL TIMES. 12. ALL PRE-CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL ALL PRE-CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AS A PACKAGE FOR REVIEW AND APPROVAL. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, PRIOR TO STARTING WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS, AT HIS OWN EXPENSE, OF ANY UTILITIES DAMAGED BY HIS CONSTRUCTION METHODS. MISS UTILITY MUST BE CONTACTED AT 811 AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING OR PROPOSED RIGHT OF WAY. 14. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE RIGHT OF WAY. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE RIGHT OF WAY. 15. ALL COST FOR AGGREGATE BEDDING OR AGGREGATE BASE MATERIAL SHALL BE INCLUDED IN THE PRICE OF ALL COST FOR AGGREGATE BEDDING OR AGGREGATE BASE MATERIAL SHALL BE INCLUDED IN THE PRICE OF OTHER ITEMS. 16. ALL COST FOR REMOVAL OF EXISTING PIPING SHALL BE INCLUDED IN THE PRICE FOR PIPING. THIS WORK ALL COST FOR REMOVAL OF EXISTING PIPING SHALL BE INCLUDED IN THE PRICE FOR PIPING. THIS WORK INCLUDES COMPLETE REMOVAL OF ALL LANDSCAPING, FIXTURES, UTILITIES, CURB, GUTTER, DRAINAGE PIPES, PAVEMENT AND BASE MATERIAL DOWN TO SUBGRADE ELEVATION. ANY ABANDONED PLUMBING OR WIRING SHALL BE CAPPED IN ACCORDANCE WITH APPLICABLE CODE(S) AND APPROVED BY THE ENGINEER. 17. COST FOR DISPOSAL OF ALL WASTE MATERIAL SHALL BE INCLUDED IN THE PRICE FOR PIPING. COST FOR DISPOSAL OF ALL WASTE MATERIAL SHALL BE INCLUDED IN THE PRICE FOR PIPING. 18. PRIOR TO EXCAVATING NEAR POLES THE CONTRACTOR SHALL NOTIFY THE CITY OF EMPORIA AND OTHER POLE PRIOR TO EXCAVATING NEAR POLES THE CONTRACTOR SHALL NOTIFY THE CITY OF EMPORIA AND OTHER POLE OCCUPANTS. 19. POLE RELOCATIONS, GUY WIRE RELOCATIONS, AND SUPPORT DURING CONSTRUCTION SHALL BE THE POLE RELOCATIONS, GUY WIRE RELOCATIONS, AND SUPPORT DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. WATER AND SEWER INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL NOTIFY OCCUPANTS AT WATER AND SEWER INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL NOTIFY OCCUPANTS AT LEAST 48 HOURS IN ADVANCE WHEN INTERRUPTIONS ARE SCHEDULED TO OCCUR. 21. SEWER BYPASS PUMPING SHALL BE UTILIZED TO ROUTE ACTIVE FLOWS AROUND CONSTRUCTION ACTIVITIES WHILE SEWER BYPASS PUMPING SHALL BE UTILIZED TO ROUTE ACTIVE FLOWS AROUND CONSTRUCTION ACTIVITIES WHILE NEW INFRASTRUCTURE IS BEING INSTALLED. BYPASS PUMP SIZE SELECTION TO BE SUBMITTED WITH SHOP DRAWINGS FOR ENGINEERING APPROVAL PRIOR TO USE. 22. NEW SANITARY SEWER MAINS AND MANHOLES SHALL BE TESTED AS REQUIRED BY AND IN ASSOCIATION WITH NEW SANITARY SEWER MAINS AND MANHOLES SHALL BE TESTED AS REQUIRED BY AND IN ASSOCIATION WITH THE CITY OF EMPORIA UTILITY INSPECTIONS DEPARTMENT. ONCE APPROVED THE SERVICE CONNECTION SHALL BE MADE.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL PROVIDE A COPY OF THE CONTRACTOR'S DESIGNATED CERTIFIED VIRGINIA THE CONTRACTOR SHALL PROVIDE A COPY OF THE CONTRACTOR'S DESIGNATED CERTIFIED VIRGINIA RESPONSIBLE LAND DISTURBER CERTIFICATE TO THE OWNER PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING ALL VEHICLES AND EQUIPMENT PRIOR TO THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING ALL VEHICLES AND EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE STREETS ARE KEPT IN A CLEAN, MUD AND DUST-FREE CONDITION AT ALL TIMES. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. 4. PRIOR TO COMMENCING WORK, THE CONTRACTOR'S CERTIFIED RESPONSIBLE LAND DISTURBER SHALL OBTAIN PRIOR TO COMMENCING WORK, THE CONTRACTOR'S CERTIFIED RESPONSIBLE LAND DISTURBER SHALL OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FOR THE PROJECT FROM THE LOCAL GOVERNING JURISDICTION AND STORMWATER MANAGEMENT PERMIT FROM DCR (IF REQUIRED). ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 5. ALL REQUIRED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND ALL REQUIRED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. 6. FEMA 100-YR FLOODPLAIN BOUNDARY DETERMINED FROM FEMA FLOOD INSURANCE STUDY (FIS).FEMA 100-YR FLOODPLAIN BOUNDARY DETERMINED FROM FEMA FLOOD INSURANCE STUDY (FIS).

AutoCAD SHX Text

1. THE CONTRACTOR SHALL HAVE A VALID MISS UTILITY TICKET PRIOR TO EXCAVATION. CONTACT THE CONTRACTOR SHALL HAVE A VALID MISS UTILITY TICKET PRIOR TO EXCAVATION. CONTACT MISS UTILITY AT 1-800-552-7001. 2. PRIOR TO CONSTRUCTION, ALL APPLICABLE PERMITS FROM THE GOVERNING JURISDICTIONS PRIOR TO CONSTRUCTION, ALL APPLICABLE PERMITS FROM THE GOVERNING JURISDICTIONS AND/OR AGENCIES MUST BE OBTAINED AND A COPY KEPT ON THE PROJECT SITE. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES OF SUCH, PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITTING REQUIREMENTS FOR THE PROTECTION OF THE CONTRACTOR SHALL COMPLY WITH ALL PERMITTING REQUIREMENTS FOR THE PROTECTION OF ENDANGERED AND THREATENED SPECIES.

AutoCAD SHX Text

1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAKING AND LAYOUT OF ALL PROPOSED CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAKING AND LAYOUT OF ALL PROPOSED STRUCTURES AND IMPROVEMENTS. 2. HORIZONTAL DATUM IS VIRGINIA STATE PLANE COORDINATE SYSTEM SOUTH ZONE NAD 83. HORIZONTAL DATUM IS VIRGINIA STATE PLANE COORDINATE SYSTEM SOUTH ZONE NAD 83. VERTICAL DATUM IS NAVD 88. 3. THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED FROM CIVIL THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED FROM CIVIL SURVEYORS INC., HAS BEEN SUBJECTED TO CHA'S QUALITY ASSURANCE REQUIREMENTS, AND IS ACCEPTED BY CHA AS COMPLIANT WITH THE PROFESSIONAL STANDARDS REQUIRED FOR LICENSED LAND SURVEYORS REGISTERED AND PRACTICING IN VIRGINIA. THE TOPOGRAPHIC AND ELEVATION DATA ARE NOT CERTIFIED AS CORRECT AND/OR ACCURATE BY THIS ENGINEER BUT HAS BEEN REVIEWED BY CHA AND APPROVED FOR USE FOR THE INTENDED PURPOSE.

AutoCAD SHX Text

1. ALL DISTURBED AREAS SHALL BE RETURNED TO LIKE OR BETTER CONDITION WHETHER THEY ARE ALL DISTURBED AREAS SHALL BE RETURNED TO LIKE OR BETTER CONDITION WHETHER THEY ARE GRASSED, LANDSCAPED, GRAVELED OR OTHER. 2. ANY FENCING DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY REPLACED OR ANY FENCING DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY REPLACED OR SUPPLEMENTED BY TEMPORARY FENCING TO MAINTAIN A SECURE SITE THROUGHOUT CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, FENCING SHALL BE RESTORED TO ORIGINAL CONDITIONS. 3. ACCESS TO PRIVATE, PUBLIC, AND COMMERCIAL BUSINESSES AFFECTED BY THE UTILITY ACCESS TO PRIVATE, PUBLIC, AND COMMERCIAL BUSINESSES AFFECTED BY THE UTILITY CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES DURING THEIR RESPECTIVE NORMAL BUSINESS HOURS. 4. THE CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE ACCESS TO ALL PROPERTIES DURING THE CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE ACCESS TO ALL PROPERTIES DURING CONSTRUCTION AND SHALL MAINTAIN SAFE ACCESSIBILITY TO FIRE HYDRANTS AT ALL TIMES. 5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING ACCESS AND SITE ROADWAYS, DITCHES, DRAINAGE STRUCTURES AND OTHER EXISTING FEATURES TO THEIR ORIGINAL CONDITION OR TO A CONDITION SATISFACTORY TO THE OWNER.

AutoCAD SHX Text File: V:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_002_080542.DWGV:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_002_080542.DWG

AutoCAD SHX Text Saved: 2/13/2025 12:25:41 PM Plotted: 2/17/2025 10:26:18 AM Current User: Dean, Margaret LastSavedBy: 80752/13/2025 12:25:41 PM Plotted: 2/17/2025 10:26:18 AM Current User: Dean, Margaret LastSavedBy: 8075 Plotted: 2/17/2025 10:26:18 AM Current User: Dean, Margaret LastSavedBy: 80752/17/2025 10:26:18 AM Current User: Dean, Margaret LastSavedBy: 8075 Current User: Dean, Margaret LastSavedBy: 8075Dean, Margaret LastSavedBy: 8075 LastSavedBy: 80758075

AutoCAD SHX Text

BID SUBMITTAL

AutoCAD SHX Text

EBH

AutoCAD SHX Text

MRD

AutoCAD SHX Text 2/18/2025

2/18/25

G-003

GENERAL LEGEND

AND

ABBREVIATIONS

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

ADAMS STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

540.552.5548 . www.chacompanies.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

AutoCAD SHX Text

HIGH DENSITY POLYETHELENE PIPE

AutoCAD SHX Text

LAMP POST, LIGHT POLE, LIGHT PANEL

AutoCAD SHX Text

MFR

AutoCAD SHX Text

LAT

AutoCAD SHX Text

LONG

AutoCAD SHX Text

IP(F)

AutoCAD SHX Text

HYD

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

OR LOW POINT

AutoCAD SHX Text

IRON PIPE (FOUND)

AutoCAD SHX Text

LINEAR FOOT OR LINEAR FEET

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

POUND

AutoCAD SHX Text

INCH(ES)

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

GRD

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

GPM

AutoCAD SHX Text

FFE

AutoCAD SHX Text

GAL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

FDN

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

GROUND OR GRADE

AutoCAD SHX Text

HAND RAIL OR HOUR

AutoCAD SHX Text

HIGH PRESSURE SODIUM

AutoCAD SHX Text

HIGH POINT OR HORSE POWER

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

FOOT OR FEET

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

VERTICAL CURVE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

WOOD FRAME

AutoCAD SHX Text

WING WALL

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

VITRIFIED CLAY PIPE

AutoCAD SHX Text

OR WOVEN WIRE FABRIC

AutoCAD SHX Text

WELDED WIRE FABIC

AutoCAD SHX Text

AutoCAD SHX Text W/O

AutoCAD SHX Text

WWF

AutoCAD SHX Text

U(ND)G

AutoCAD SHX Text

VERT

AutoCAD SHX Text W

AutoCAD SHX Text

VOL

AutoCAD SHX Text W/

AutoCAD SHX Text

VCP

AutoCAD SHX Text

UTIL

AutoCAD SHX Text

WEST

AutoCAD SHX Text

WITH

AutoCAD SHX Text

VOLUME

AutoCAD SHX Text

UTILITY

AutoCAD SHX Text

UNDERDRAIN

AutoCAD SHX Text

TAXIWAY SAFETY AREA

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

TANGENT

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

SQUARE YARD

AutoCAD SHX Text

TOP OF FRAME

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

TELEVISION

AutoCAD SHX Text

TEMPORARY CONSTRUCTION EASEMENT

AutoCAD SHX Text

TRANSFORMER OR TRANSVERSE

AutoCAD SHX Text

STATION OR STATIONARY

AutoCAD SHX Text

TEL

AutoCAD SHX Text

UD, U/D

AutoCAD SHX Text

TWY, T/W

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TSA

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TAN

AutoCAD SHX Text

TCE

AutoCAD SHX Text

STA

AutoCAD SHX Text

STMH

AutoCAD SHX Text

STY

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

STORY

AutoCAD SHX Text

ASPHALT COATED CORRUGATED METAL

AutoCAD SHX Text

HIGHWAY AND TRANSPORTAION OFFICIALS

AutoCAD SHX Text

AMERICAN ASSOCIATION OF STATE

AutoCAD SHX Text

TABLE OF ABBREVIATIONS (NOT ALL ABBREVIATIONS MAY HAVE BEEN USED)

AutoCAD SHX Text

BOTTOM OF BANK OR BERM

AutoCAD SHX Text

CLASS OR CENTERLINE

AutoCAD SHX Text

DWG

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DIP

AutoCAD SHX Text

CULV

AutoCAD SHX Text

CSP

AutoCAD SHX Text

CTR

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CUBIC YARD

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EACH

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

CORRUGATED STEEL PIPE

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

COUNTRY ROAD

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CFM

AutoCAD SHX Text C

AutoCAD SHX Text

CAP

AutoCAD SHX Text

BRL

AutoCAD SHX Text

BSMT

AutoCAD SHX Text

BVC

AutoCAD SHX Text

BOT

AutoCAD SHX Text

BFE

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BOTTOM OF WALL

AutoCAD SHX Text

CORRUGATED ALUMINIM PIPE

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CUBIC FEET PER MINUTE

AutoCAD SHX Text

CUBIC FOOT OR CUBIC FEET

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CHORD

AutoCAD SHX Text

BUILDING RESTRICTION LINE

AutoCAD SHX Text

BASEMENT FLOOR ELEVATION

AutoCAD SHX Text

BEGINNING OF VERTICAL CURVE

AutoCAD SHX Text

BOTTOM OF CURB

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

BASEMENT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ATCT

AutoCAD SHX Text

AWG

AutoCAD SHX Text

ASZ

AutoCAD SHX Text

AFF

AutoCAD SHX Text

ALT

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

ACCM

AutoCAD SHX Text

ABS

AutoCAD SHX Text

AASHTO

AutoCAD SHX Text

AIR TRAFFIC CONTROL TOWER

AutoCAD SHX Text

AIRPORT SAFETY ZONE

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

AMERICAN WIRE GAUGE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

BASELINE

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text

PLASTIC PIPE

AutoCAD SHX Text

ACRE

AutoCAD SHX Text

PERPENDICULAR

AutoCAD SHX Text

PERP

AutoCAD SHX Text

REINFORCING

AutoCAD SHX Text

REINF

AutoCAD SHX Text

RUNWAY SAFETY AREA

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

RAILROAD, RIPRAP

AutoCAD SHX Text

RIGHT-OF-WAY WITH ACCESS

AutoCAD SHX Text

SQUARE FOOT OR SQUARE FEET

AutoCAD SHX Text

REVOLUTIONS PER MINUTE

AutoCAD SHX Text

RIGHT-OF-WAY WITHOUT ACCESS

AutoCAD SHX Text

STATE HIGHWAY

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

RWY, R/W

AutoCAD SHX Text

SPECS

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SMH

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

RUNWAY

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

ROW WO/A

AutoCAD SHX Text

ROW W/A

AutoCAD SHX Text

RSA

AutoCAD SHX Text

RPM

AutoCAD SHX Text

REQD

AutoCAD SHX Text

ROW

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

POWER POLE, POWER PANEL

AutoCAD SHX Text

POINT OF REVERSE CURVATURE

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

POINT OF VERTICAL TANGENCY

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

POINT OR POINT OF TANGENCY

AutoCAD SHX Text

POUNDS PER SQUARE FOOT

AutoCAD SHX Text

PARTS PER MILLION

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

REINFORCED CONCRETE CULVERT PIPE

AutoCAD SHX Text

OR POLYVINYL CHLORIDE

AutoCAD SHX Text

POINT OF VERTICAL CURVATURE

AutoCAD SHX Text

RAD

AutoCAD SHX Text

RCCP

AutoCAD SHX Text

RCP

AutoCAD SHX Text

PVI

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PVT

AutoCAD SHX Text R

AutoCAD SHX Text

RADIAL

AutoCAD SHX Text

POWER

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

PSI

AutoCAD SHX Text

PVC

AutoCAD SHX Text

PPM

AutoCAD SHX Text

PRC

AutoCAD SHX Text

PSF

AutoCAD SHX Text

OBSTACLE FREE ZONE

AutoCAD SHX Text

OBJECT FREE AREA

AutoCAD SHX Text

OWNER'S AUTHORIZED REPRESENTATIVE

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

NOTICE TO AIRMEN

AutoCAD SHX Text

PERFORATED

AutoCAD SHX Text

PERMANENT UTILITY EASEMENT

AutoCAD SHX Text

POINT OF CURVATURE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PUE

AutoCAD SHX Text

PERF

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OAR

AutoCAD SHX Text O/S

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

MIN

AutoCAD SHX Text N

AutoCAD SHX Text

NOTAM

AutoCAD SHX Text

MON

AutoCAD SHX Text

MISC

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NAVAIDS

AutoCAD SHX Text

NAVIGATIONAL AIDS

AutoCAD SHX Text

NIC

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text D

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

HORIZONTAL BEND

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

1' OR 2' CONTOUR LINE

AutoCAD SHX Text

5' OR 10' CONTOUR LINE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

NOTE: SOME FEATURES IN THE LEGEND MAY NOT HAVE BEEN USED

AutoCAD SHX Text

DETAIL CALLOUT

AutoCAD SHX Text

SHEET NO. WHERE DETAIL IS INDICATED

AutoCAD SHX Text

DETAIL IDENTIFICATION NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text X

AutoCAD SHX Text X-X

AutoCAD SHX Text S

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

TEMPORARY CONSTRUCTION EASEMENT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

IRON PIN/MONUMENT

AutoCAD SHX Text

24"RCP

AutoCAD SHX Text

PROPERTY CORNER

AutoCAD SHX Text

EDGE OF RIVER

AutoCAD SHX Text

PROPERTY LINES

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

PERMANENT SEWER EASEMENT

AutoCAD SHX Text X

AutoCAD SHX Text %%uVIEW TITLE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 2X

AutoCAD SHX Text

DETAIL IDENTIFICATION NO.

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SEWER AND APPURTENANCE DEMOLITION

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

ABANDON IN PLACE SEWER

AutoCAD SHX Text

GRAVEL ROAD REPAIR

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

PERMANENT SEWER EASEMENT

AutoCAD SHX Text

PSE

AutoCAD SHX Text

SUBSURFACE UTILITY ENGINEERING

AutoCAD SHX Text

SUE

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

DRAINAGE MANHOLE

AutoCAD SHX Text

TAX MAP

AutoCAD SHX Text

TMP

AutoCAD SHX Text

ASPHALT PAVEMENT REPAIR

AutoCAD SHX Text

FULL DEPTH ASPHALT

AutoCAD SHX Text

ASPHALT PAVEMENT REPAIR

AutoCAD SHX Text

MILL & RESURFACE

AutoCAD SHX Text Sheet List Table

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text G-001

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text G-002

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text G-003

AutoCAD SHX Text

GENERAL LEGEND AND ABBREVIATIONS

AutoCAD SHX Text C-001

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL NARRATIVE

AutoCAD SHX Text C-002

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL DETAILS

AutoCAD SHX Text C-101

AutoCAD SHX Text

SEWER PLAN AND PROFILE

AutoCAD SHX Text C-501

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C-502

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text File: V:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_003_080542.DWGV:\PROJECTS\ANY\K6\080542.000\09_DESIGN\DRAWINGS\01_SHEETS\G_003_080542.DWG

AutoCAD SHX Text Saved: 2/13/2025 12:26:34 PM Plotted: 2/17/2025 10:26:24 AM Current User: Dean, Margaret LastSavedBy: 80752/13/2025 12:26:34 PM Plotted: 2/17/2025 10:26:24 AM Current User: Dean, Margaret LastSavedBy: 8075 Plotted: 2/17/2025 10:26:24 AM Current User: Dean, Margaret LastSavedBy: 80752/17/2025 10:26:24 AM Current User: Dean, Margaret LastSavedBy: 8075 Current User: Dean, Margaret LastSavedBy: 8075Dean, Margaret LastSavedBy: 8075 LastSavedBy: 80758075

AutoCAD SHX Text

BID SUBMITTAL

AutoCAD SHX Text

EBH

AutoCAD SHX Text

MRD

AutoCAD SHX Text 2/18/2025

C-001

EROSION AND

SEDIMENT

CONTROL

NARRATIVE

Drawing No.:

Issue Date:

Project No: Scale:

No. By DateSubmittal / Revision

080542

ADAMS STREET

SANITARY SEWER

REPLACEMENT

App'd.

2/18/2025

540.552.5548 . www.chacompanies.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

MRD MRD EBH

AS SHOWN

AutoCAD SHX Text

3.07 & 3.08

AutoCAD SHX Text

ST'D. & SPEC.

AutoCAD SHX Text 3.05

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL LEGEND

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

* STABILIZE ALL DISTURBED AND DENUDED AREAS

AutoCAD SHX Text 3.31

AutoCAD SHX Text

TEMPORARY SEEDING

AutoCAD SHX Text

AutoCAD SHX Text 3.32

AutoCAD SHX Text

PERMANENT SEEDING

AutoCAD SHX Text

AutoCAD SHX Text 3.35

AutoCAD SHX Text

MULCHING

AutoCAD SHX Text

TOPSOILING

AutoCAD SHX Text 3.30

AutoCAD SHX Text GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: VESCP AUTHORITY INSPECTORS WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE VESCP AUTHORITY INSPECTORS WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE E.S.C. PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND-DISTURBING ACTIVITIES ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND-DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE IN ACCORDANCE WITH VA E&S STD. 3.26. DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE IN ACCORDANCE WITH VA E&S STD. 3.26. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY.

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION: PROJECT CONSIST OF CONSTRUCTION ACTIVITIES TO REPLACE SECTIONS OF THE CITY'S SANITARY SEWER ALONG ADAMS STREET, AS SHOWN ON THE PLANS. WORK INCLUDES THE FOLLOWING ACTIVITIES: 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES (ESC) AS SHOWN ON THE DRAWINGS IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK INSTALL EROSION AND SEDIMENT CONTROL MEASURES (ESC) AS SHOWN ON THE DRAWINGS IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). 2. TRENCH EXCAVATION, SEWER INSTALLATION, AND BACKFILLING, PRIMARILY CONFINED TO WITHIN ROAD PAVEMENT. TRENCH EXCAVATION, SEWER INSTALLATION, AND BACKFILLING, PRIMARILY CONFINED TO WITHIN ROAD PAVEMENT. 3. THROUGHOUT CONSTRUCTION, USE TEMPORARY SEEDING WITHIN 7 DAYS FOR DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. THROUGHOUT CONSTRUCTION, USE TEMPORARY SEEDING WITHIN 7 DAYS FOR DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. 4. ASPHALT PAVEMENT RESTORATION INCLUDING MILLING AND SURFACE OVERLAY. ASPHALT PAVEMENT RESTORATION INCLUDING MILLING AND SURFACE OVERLAY. 5. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 6. REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED AND APPROVED BY THE EROSION AND REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED AND APPROVED BY THE EROSION AND SEDIMENT INSPECTOR. EXISTING SITE CONDITIONS: THE PROPOSED CONSTRUCTION IS GENERALLY LOCATED IN EXISTING STREET RIGHT-OF-WAYS. ADJACENT PROPERTY: ADJACENT PROPERTY INCLUDES RESIDENTIAL AND COMMERCIAL PROPERTIES. OFF-SITE AREAS: THERE ARE NO OFFSITE LAND DISTURBING AREAS ASSOCIATED WITH THIS PROJECT.

AutoCAD SHX Text STRUCTURAL PRACTICES: 1. SILT FENCE - STD. & SPEC. 3.05 SILT FENCE - STD. & SPEC. 3.05 SILT FENCE SHALL BE USED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND FLOWS AND LOW-TO-MODERATE LEVEL CHANNEL FLOWS DURING CONSTRUCTION AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW-TO-MODERATE LEVEL CHANNEL FLOWS. SEQUENCE OF INSTALLATION: PRIOR TO ANY LAND DISTURBANCE. MAINTENANCE: SILT FENCE WILL BE IMMEDIATELY INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS WILL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. ADDITIONALLY THEY MUST BE REMOVED WHEN SEDIMENT REACHES ONE-HALF THE HEIGHT OF BARRIER. REMOVAL EVENT: FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. 2. STORM DRAIN INLET PROTECTION - STD. & SPEC. 3.07 STORM DRAIN INLET PROTECTION - STD. & SPEC. 3.07 STORM DRAIN INLET PROTECTION SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS. SEQUENCE OF INSTALLATION: PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED DRAINAGE AREA. MAINTENANCE: THE STRUCTURE WILL BE IMMEDIATELY INSPECTED AFTER EACH RAINFALL EVENT, AND ANY REQUIRED REPAIRS WILL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHOULD BE REMOVED, AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT REACHES ONE-HALF THE DESIGN DEPTH. REMOVAL EVENT: FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. 3. CULVERT INLET PROTECTION - STD. & SPEC. 3.08 CULVERT INLET PROTECTION - STD. & SPEC. 3.08 CULVERT INLET PROTECTION SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM. SEQUENCE OF INSTALLATION: PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED DRAINAGE AREA. MAINTENANCE: THE STRUCTURE WILL BE IMMEDIATELY INSPECTED AFTER EACH RAINFALL EVENT, AND ANY REQUIRED REPAIRS WILL BE MADE IMMEDIATELY. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVAL EVENT: FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. FOLLOWING PERMANENT STABILIZATION OF ALL UPSTREAM AND DOWNSTREAM AREAS. VEGETATIVE PRACTICES GENERAL: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT ENERAL: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT AREAS NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT NOT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT OTHERWISE PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT PERMANENTLY STABILIZED BY PAVEMENT. PERMANENT STABILIZED BY PAVEMENT. PERMANENT STABILIZED BY PAVEMENT. PERMANENT BY PAVEMENT. PERMANENT BY PAVEMENT. PERMANENT PAVEMENT. PERMANENT PAVEMENT. PERMANENT PERMANENT PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT AND MATURE ENOUGH TO SURVIVE AND INHIBIT AND MATURE ENOUGH TO SURVIVE AND INHIBIT MATURE ENOUGH TO SURVIVE AND INHIBIT MATURE ENOUGH TO SURVIVE AND INHIBIT ENOUGH TO SURVIVE AND INHIBIT ENOUGH TO SURVIVE AND INHIBIT TO SURVIVE AND INHIBIT TO SURVIVE AND INHIBIT SURVIVE AND INHIBIT SURVIVE AND INHIBIT AND INHIBIT AND INHIBIT INHIBIT INHIBIT EROSION. NEW VEGETATION SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE NEW VEGETATION SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE NEW VEGETATION SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE VEGETATION SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE VEGETATION SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE SHALL BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE BE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE MAINTAINED AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE AT A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE A MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE MINIMUM OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE OF ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE ONE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE FULL YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE YEAR AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE AFTER PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE PLANTING. NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE NEW SEEDING SHALL BE SUPPLIED WITH ADEQUATE SEEDING SHALL BE SUPPLIED WITH ADEQUATE SEEDING SHALL BE SUPPLIED WITH ADEQUATE SHALL BE SUPPLIED WITH ADEQUATE SHALL BE SUPPLIED WITH ADEQUATE BE SUPPLIED WITH ADEQUATE BE SUPPLIED WITH ADEQUATE SUPPLIED WITH ADEQUATE SUPPLIED WITH ADEQUATE WITH ADEQUATE WITH ADEQUATE ADEQUATE ADEQUATE MOISTURE, ESPECIALLY LATE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE ESPECIALLY LATE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE ESPECIALLY LATE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE LATE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE LATE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE IN THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE THE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE SEASON, AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE AND IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE IN ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE ABNORMALLY HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE HOT OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE OR DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE DRY WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE WEATHER. STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE STABILIZATION PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE PRACTICES SHALL BE ACCOMPLISHED IN ACCORDANCE SHALL BE ACCOMPLISHED IN ACCORDANCE SHALL BE ACCOMPLISHED IN ACCORDANCE BE ACCOMPLISHED IN ACCORDANCE BE ACCOMPLISHED IN ACCORDANCE ACCOMPLISHED IN ACCORDANCE ACCOMPLISHED IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE APPROPRIATE VESCH STANDARD AND SPECIFICATION AND THE EROSION AND SEDIMENT CONTROL PLAN.

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 Feb 25, 2025.