1226960_2022.09.22_VA-21-11_Dublin_Drawings_Bid.pdf

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PARCEL INFORMATION

INDEX OF DRAWINGS

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COVER SHEET

CAT

PARCEL INFORMATION

CONSTRUCTION TRAFFIC ENTRANCE

CONSTRUCTION TRAFFIC ROUTE

ARROWS (TYP. REPLACE ANY DAMAGED

PAVEMENT PER DETAIL 1 THIS SHEET)

MAIN AREA OF WORK

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OVERALL PLAN

CAT

080 80604020

Scale: 1" = 80'

NORTH

1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AND

NEW WORK.

2. ALL WORK MUST BE PERFORMED IN STRICT COMPLIANCE WITH THE MOST CURRENT APPLICABLE

FEDERAL, STATE , AND LOCAL LAWS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO,

ENVIRONMENTAL PROTECTION AGENCY (EPA), OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCE PROGRAM (VOSH ENFORCEMENT), VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT, NATIONAL EMISSIONS

STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAPS), AND NATIONAL INSTITUTE OF

OCCUPATIONAL SAFETY AND HEALTH (NIOSH).

3. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS

ENCOUNTERED, THE CONTRACTOR MUST CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE

COR.

4. DRAINAGE STRUCTURES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT VIRGINIA

DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS AND SPECIFICATIONS.

5. DEBRIS MUST BE HAULED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. PROVIDE AN EROSION AND SEDIMENT CONTROL PLAN FOR ANY OFFSITE DISPOSAL

AREAS.

6. GRADING, EXCAVATING, CONSTRUCTION OF THE PROJECT MUST NOT COMMENCE UNTIL THE

APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED IN THESE

PLANS.

7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED BY THE STATE OF VIRGINIA OR OTHER GOVERNING AGENCIES INVOLVED UNDER THIS

CONTRACT.

8. APPROPRIATE FENCING AND BARRICADES MUST USED WHEN WORK OCCURS NEAR PEDESTRIAN

WALKWAYS.

9. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL GRADED AREAS.

10. IF PORTABLE TOILETS ARE NECESSARY FOR THE CONSTRUCTION OF THE PROJECT, LOCATE A MINIMUM OF 25 FEET AWAY FROM THE NEAREST STORMWATER FEATURE (INLET, SWALE, POND, ETC.).

11. ALL SOLID WASTE, HAZARDOUS WASTE, AND HAZARDOUS MATERIALS MUST BE MANAGED IN

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL REGULATIONS.

12. AIR QUALITY REGULATIONS: THE FOLLOWING SECTIONS OF THE CODE OF VIRGINIA AND VIRGINIA

ADMINISTRATIVE CODE ARE APPLICABLE:

· ASPHALT PAVING OPERATIONS (9 VAC 5-45-780 ET. SEQ.)

· FUGITIVE DUST AND EMISSIONS CONTROL (9 VAC 5-50-60 ET. SEQ.)

· OPEN BURNING RESTRICTIONS (9 VAC 5-130)

1. A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER PROPOSED LINES UNLESS SHOWN

OTHERWISE IN DESIGN PROFILE.

2. UNLESS OTHERWISE NOTED, ALL UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL

UNDERGROUND UTILITIES ARE TO BE MARKED WITH FOIL TAPE.

3. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN IN THEIR EXACT LOCATION.

4. THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY ACTIVE UTILITIES DAMAGED DURING

CONSTRUCTION AND NOTIFY THE COR OF THE DAMAGE.

5. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE ONLY.

IT MUST BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT AMOUNT OF PIPING REQUIRED TO FURNISH A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE

DRAWINGS.

6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS AS SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES OR SERVICE LINES. SOURCE OF EXISTING UTILITY MAPPING: STORM AND SANITARY LOCATIONS ARE BASED ON QUALITY LEVEL "B" AND ALL

OTHER UTILITIES ARE BASED ON QUALITY LEVEL "C" AS DEFINED BY ASCE STANDARD 38-02

"STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION, DEPTH, SIZE, AND TYPE

OF UTILITIES SHOWN AND NOTIFYING ENGINEER OF DISCREPANCIES. CONTRACTOR IS SOLELY

RESPONSIBLE FOR DAMAGE TO PROPERTY, UTILITIES, OR PHYSICAL IMPROVEMENTS.

7. CONTRACTOR MUST CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO BEGINNING ANY

EXCAVATION OR DEMOLITION IN ACCORDANCE WITH THE VIRGINIA UNDERGROUND UTILITY

DAMAGE PREVENTION ACT.

GENERAL CIVIL NOTES GENERAL UTILITY NOTES

1. THE EXISTING COLUMBARIUM COMPLEX IS AN ACTIVE FILLED, OR PARTIALLY FILLED, SHRINE

ELEMENT WITH CREMATED REMAINS OF OUR VETERANS. THE ADJACENT COLUMBARIUM

EXPANSION WORK MUST BE PERFORMED WITH THE MOST CARE AND DIGNITY, AND ACCESS TO

THE FAMILY MEMBERS MUST BE STRICTLY CONTROLLED TO MINIMIZE OBSTRUCTION TO THEIR

SAFE ACCESS TO VISIT THEIR LOVED ONES.

2. THE EXISTING NICHES AND COLUMBARIUM WALLS MUST BE PROTECTED FROM ANY EXTERIOR

DAMAGE AND FROM ACCUMULATION OF DIRT, DUST, AND DEBRIS ON OR INSIDE OF THE UNITS.

3. THE WORK MUST BE SEQUENCED SO ANY AREAS MADE TEMPORARILY INACCESSIBLE TO THE

PUBLIC ARE SMALL, AND THE DURATION OF LOSS OF ACCESS MUST BE SHORT. THE

CONTRACTOR'S MEANS AND METHODS, PROPOSED ACCESS, SCHEDULE, AND ALL OTHER RELATED

ELEMENTS THAT ARE REQUIRED TO PERFORM THE WORK MUST BE SUBMITTED TO THE OWNER'S

DESIGNATED REPRESENTATIVE FOR REVIEW, COMMENTS, MODIFICATION, RE-REVIEW, AND

ULTIMATE APPROVAL PRIOR TO ANY WORK BEING PERFORMED IN AND AROUND THE EXISTING

COLUMBARIUM COMPLEX. FINAL APPROVAL WILL ONLY BE GRANTED WHEN THE OWNER, THROUGH

THE OWNER'S DESIGNATED REPRESENTATIVE, IS SATISFIED WITH THE WORK PLAN. ANY AND ALL

WORK REQUIRED TO COMPLETE THIS PORTION OF THE PROJECT, OR ANY WORK DEEMED

RELATED, AS A RESULT OF THE CONTRACTOR'S PERFORMANCE OF THIS WORK, MUST BE

PERFORMED AT NO ADDITIONAL COST TO THE OWNER, REGARDLESS OF THE CIRCUMSTANCES

NECESSITATING THE PERFORMANCE OF THE WORK.

4. FURNISH AND INSTALL TEMPORARY FENCING, AS APPROVED, TO PROVIDE SECURITY AND

PROTECTION OF THE WORK AREA AS FOLLOWS: FOR BIDDING PURPOSES, THE CONTRACTOR MUST

ASSUME THE ENTIRE PERIMETER OF THE EXISTING COLUMBARIUM COMPLEX WILL RECEIVE

TEMPORARY FENCING. IN ADDITION, THE ENTIRE AREA OF THE COLUMBARIUM EXPANSION AND

RELATED CONTRACTOR STORAGE AND STAGING AREA MUST BE ENCLOSED BY CONSTRUCTION

FENCING.

EXISTING COLUMBARIUM PROTECTION NOTES

4" ASPHALT CONCRETE

BASE COURSE, TYPE I BM-25.0

2" ASPHALT CONCRETE

SURFACE COURSE, SM-9.5A

COMPACTED SUBGRADE

12" DENSE-GRADED

AGGREGATE BASE COURSE

EXISTING COMPACTED

SUBGRADE

EXISTING BASE COURSE

EXISTING ASPHALT

EXISTING PROPOSED

SAWCUT AND TACK

COAT EDGES

ASPHALT PAVEMENT

NOT TO SCALE1

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EXISTING CONDITIONS

AND DEMOLITION PLAN

CAT

SURVEY NOTES:

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, RODNEY

B. SHADRACH, FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON FEBRUARY 8, 2022; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE

NOTED.

2. THE SUBJECT PROPERTY APPEARS NOT TO BE LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN BOUNDARY AS DEFINED BY THE FEDERAL INSURANCE ADMINISTRATION COMMUNITY-PANEL #51007C-0175-C, EFFECTIVE DATE: APRIL 16, 2009 (ZONE X).

3. THIS SURVEY PLAT REPRESENTS A CURRENT AND ACCURATE FIELD TRANSIT SURVEY OF THE PREMISES

SHOWN HEREON. DATE OF LAST PHYSICAL SURVEY: FEBRUARY 8. 2022.

4. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE THERE MAY BE

ENCUMBRANCES WHICH ARE NOT REFLECTED HEREON.

5. HORIZONTAL DATUM BASED UPON NAD '83, VERTICAL DATUM BASED UPON '88. CONTOUR INTERVAL: 1.0'

6. NO WETLANDS DELINEATION OR LOCATION WAS DONE FOR THIS TOPOGRAPHIC SURVEY.

7. NO SUBSURFACE INVESTIGATION OF SOIL TYPES, OR FOR THE LOCATION OF UNDERGROUND UTILITIES WAS

DONE FOR THIS TOPOGRAPHIC SURVEY.

SURVEY LEGEND:

86425 1010 0

Scale: 1" = 10'

NORTH

EXISTING 1-FT CONTOUR ELEVATION

TREE SYMBOL (TYPE NOTED)

TREE LINE

BORE HOLE

VAULT

DETECTABLE WARNING SURFACE

FLAG POLE

LIMITS OF CONSTRUCTION

TREE REMOVAL

LIMITS OF CONCRETE AND SUBBASE REMOVAL

DEMOLITION LEGEND:

10B

10C

HA-1

HA-2

HA-3

HA-4

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GEOTECHNICAL SITE

PLAN

CAT

LEGEND:

SOIL TYPE DESIGNATOR

SOIL BORING

SOIL DIVIDES

10C

HA - 1

SOILS

86425 1010 0

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BORING LOGS

CAT

EXISTING

ASSEMBLY

AREA

EXISTING

ADMINISTRATION

BUILDING

EXISTING

MAINTENANCE

COMPLEX

EXISTING

COMMITTAL

SERVICE

SHELTER

COLUMBARIUM

COMPLEX

BAGGING PLANT ROAD (STATE RT 1030)

CL

O

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M

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IN

R O

AD

NEWBERN ROAD

COLUMBARIUM 3A

NEW COLUMBARIUM

(BASE BID)

240 TOTAL NICHES

CONSTRUCTION

LIMIT LINE

COLUMBARIUM 2

EXISTING COLUMBARIUM

(CB-2)

COLUMBARIUM 3B

NEW COLUMBARIUM

(ADD ALT NO. 1)

240 TOTAL NICHES

COLUMBARIUM 1B

NEW COLUMBARIUM

(BASE BID)

240 TOTAL NICHES

COLUMBARIUM 1A

NEW COLUMBARIUM

(ADD ALT NO. 1)

240 TOTAL NICHES

EXISTING

BURIAL

SECTION M

EXISTING

BURIAL

SECTION 5

EXISTING

BURIAL

SECTION 8

EXISTING

BURIAL

SECTION 7

EXISTING

BURIAL

SECTION 1

EXISTING

BURIAL

SECTION 2

EXISTING

BURIAL

SECTION 6

EXISTING

BURIAL

SECTION 4

EXISTING

BURIAL

SECTION 3

EXISTING US FLAG

MAIN CEMETERY ENTRANCE

EXISTING

STORM WATER

MANAGEMENT AREA

EXISTING

SCATTERING

GARDEN

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1-

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JEM TRL

TRL

OVERALL SITE

DEVELOPMENT

PLAN102030405050 0

Scale: 1" = 50'

NORTH

GRAVESITE YIELD SUMMARY:

BURIAL TYPE

COLUMBARIUM

NICHES

TOTAL NUMBER OF GRAVESITES:

BASE BID

TOTAL NUMBER OF GRAVESITES:

ADD-ALTERNATE NO. 1

TOTAL NUMBER OF

GRAVESITES:

C-2.0

LEGEND:

PROPERTY LINE

CONSTRUCTION LIMIT LINE

TREE LINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SD-103

SD-203

SD-204SD-104

SD-102 SD-202

EW-101

EW-201

SD

SD

SD

SD

SD

SD

SD

CO-105

SD

CO-205

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

EXISTING COLUMBARIUM

X X

X X

X X

X

X

X

X

X

X

XXXX

X

X

XXXXXXXXX

X

X X

X

XXXXXXX

X

X

X X

X

X

X

X

X

X

X

X X

X X

SF SF

SF

SF

OP

OP

CW

IP

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C-3.1

EROSION AND SEDIMENT

CONTROL PLAN- BASE BID

CAT

1 2 3 4 55 0

Scale: 1" = 5'

NORTH

NOTES:

1. SEE SHEET C-5.3 FOR PIPE PROFILE VIEWS.

2. SEE SHEET C-5.4 FOR DRAINAGE DETAILS

3. PROVIDE TEMPORARY SEEDING TO ALL DENUDED

AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED

IF SOD PLACEMENT IS NOT IMMINENT. PROVIDE

TEMPORARY SEEDING WITHIN 7 DAYS TO DENUDED

AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL

REMAIN DORMANT FOR LONGER THAN 14 DAYS.

3.02

3.05

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

SILT FENCE X XX

EROSION AND SEDIMENT CONTROL LEGEND

CE

SF

3.07 STORM DRAIN

INLET PROTECTION IP

3.33 SODDING SOSO

3.18 OUTLET PROTECTION OP

CONCRETE WASHOUT CW

3.31 TSTSTEMPORARY SEEDING

(SEE NOTE 3)

SD-103

SD-203

SD-204SD-104

SD-106 SD-206

SD-102

SD-205

SD-105 SD-202

EW-101

EW-201

CO-107

CO-207

CO-208

CO-108

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSD

LIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION

EXISTING COLUMBARIUM

IP

IP

IP

IP

IP

IP

CE

CE

CE

X

X

X

X X

X X

X X

X X

X X

X

X

X

X X X X X X X

X

X

X

X X X X X X X X X X

X

X X

X X

X

X

X

X

X

X

X X

X X

X X

X

X

OP

OP

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SF

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C-3.2

EROSION AND SEDIMENT

CONTROL PLAN- ADD ALT 1

CAT

1 2 3 4 55 0

Scale: 1" = 5'

NORTH

NOTES:

1. SEE SHEET C-5.3 FOR PIPE PROFILE VIEWS.

2. SEE SHEET C-5.4 FOR DRAINAGE DETAILS

3. PROVIDE TEMPORARY SEEDING TO ALL DENUDED

AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED

IF SOD PLACEMENT IS NOT IMMINENT. PROVIDE

TEMPORARY SEEDING WITHIN 7 DAYS TO DENUDED

AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL

REMAIN DORMANT FOR LONGER THAN 14 DAYS.

3.02

3.05

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

SILT FENCE X XX

EROSION AND SEDIMENT CONTROL LEGEND

CE

SF

3.07 STORM DRAIN

INLET PROTECTION IP

3.33 SODDING SOSO

3.18 OUTLET PROTECTION OP

CONCRETE WASHOUT CW

3.31 TSTSTEMPORARY SEEDING

(SEE NOTE 3)

SHEET FLOW INSTALLATION

(PERSPECTIVE VIEW)

POINTS A SHOULD BE HIGHER THAN POINT B.

CONSTRUCTION OF A SILT FENCE

(WITHOUT WIRE SUPPORT)

1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF STAKES.

3. STAPLE FILTER MATERIAL TO

STAKES AND EXTEND IT INTO

THE TRENCH.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant

FLOW

FLOW

MAX

DRAINAGEWAY INSTALLATION (FRONT ELEVATION)

A A B

FLOW

SF

PLATE 3.05-2

SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988

A

SILT FENCE DROP INLET SILT FENCE DROP

INLET PROTECTION PROTECTION

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET

DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE

INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL.

THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED

FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.

SPECIFIC APPLICATION

2 X 4" WOOD FRAME

ELEVATION OF STAKE AND

FABRIC ORIENTATION DETAIL A

PERSPECTIVE VIEWS

1.5' MAX

3' MIN

DROP INLET

WITH GRATE

FRAME

GATHER

EXCESS AT

CORNERS

FABRIC

STAKE

IP

PLATE 3.07-1

o a o o

PIPE OUTLET PROTECTION

SECTION A-A

PLAN VIEW

SECTION A-A

Source: Va. DSWC

PLAN VIEW

NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR

CONCRETE.

2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES

3.18-3 AND 3.18-4.

3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6

INCHES.

KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER

KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER

PIPE OUTLET TO FLAT

AREA WITH NO DEFINED

CHANNEL

A A

A

A

3d d o

L a

0% d

3d (MIN.)

d

0%

L d

FILTER CLOTH

FILTER CLOTH

PIPE OUTLET TO WELL

DEFINED CHANNEL

OP

1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER

COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.

2. THE WASHOUT AREA WILL BE CONSTRUCTED BEFORE ANY CONCRETE POURS OCCUR ON SITE.

3. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD.

4. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE MIN. 10 MIL THICK, UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. IMPERMEABLE SHEETING MUST BE

REPLACED IF IT BECOMES DAMAGED OR TORN.

5. CONCRETE POURS MUST NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED STORM EVENT.

6. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

7. APPLY A NEW LINER BEFORE REUSING THE STATION FOR ADDITIONAL WASHOUTS AFTER MAINTENANCE HAS OCCURRED.

CONSTRUCTION SPECIFICATIONS

WASHOUT STRUCTURE WITH STRAW BALES OR FILTER SOCK

PLAN

SECTION A - A

MIN. 10 MIL THICK

IMPERMEABLE SHEETING

FREE OF HOLES AND

TEARS

STRAW BALE (TYP.)

OR FILTER SOCK

A A

STRAW BALE (TYP.)

OR FILTER LOG

3 FT.

(MIN)

STAPLES

BINDING WIRE

STRAW BALE

(TYP.) OR FILTER SOCK

MIN. 10 MIL THICK

IMPERMEABLE SHEETING

FREE OF HOLES AND

TEARS

WOOD OR

METAL STAKES

STAPLE DETAIL

NOTE:

· CAN BE STACKED BALES OR

FILTER SOCKS OR PARTIALLY

EXCAVATED TO REACH 3 FOOT

DEPTH.

B

STONE CONSTRUCTION ENTRANCE

SECTION B-B

SECTION A-A

PLAN VIEW

B

SIDE ELEVATION

SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va.

DSWC

70' MIN

70' MIN

5:1

EXISTING

PAVEMENT

MOUNTABLE BERM

(OPTIONAL)

3'

FILTER CLOTH

6" MIN A

A

EXISTING

GROUND

12" MIN*

VDOT #1

COURSE AGGREGATE

10' MIN

10' MIN

10' MIN

EXISTING

PAVEMENT

WASHRACK

(OPTIONAL)

POSITIVE DRAINAGE

TO SEDIMENT

TRAPPING DEVICE

*MUST EXTEND FULL WIDTH

OF INGRESS AND EGRESS

OPERATION

12' MIN

3" MIN

3" MIN

FILTER CLOTH

REINFORCED CONCRETE

DRAIN SPACE

6'-7"

CE

PLATE 3.02-1

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EROSION AND SEDIMENT

CONTROL DETAILS

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EROSION AND SEDIMENT

CONTROL NARRATIVE

CAT

1. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREA WITHIN

SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY

STABILIZATION MUST BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE

AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT

STABILIZATION MUST BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN

ONE YEAR.

RESPONSE: CONTRACTOR MUST ADHERE TO THESE STANDARDS.

2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS MUST BE

STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS

RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL

SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY

TRANSPORTED FROM THE PROJECT SITE.

RESPONSE: ANY STOCKPILES OF SOIL ON SITE MUST BE STABILIZED ACCORDINGLY AND AS

INDICATED ON THE DRAWINGS. IT IS NOT ANTICIPATED THAT ANY BORROW AREAS WILL BE

REQUIRED. IF BORROW ARES ARE REQUIRED, THEY MAY BE ON SITE OR OFF SITE AND WILL BE

UNDER A SEPARATE PERMIT ONCE IDENTIFIED.

3. A PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED ON DENUDED AREAS NOT

OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION MUST NOT BE CONSIDERED

ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO

SURVIVE AND WILL INHIBIT EROSION.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

STABILIZATION MEASURES.

4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER

MEASURES INTENDED TO TRAP SEDIMENT MUST BE CONSTRUCTED AS A FIRST STEP IN ANY

LAND-DISTURBING ACTIVITY AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND

DISTURBANCE TAKES PLACE.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

SEDIMENT BASINS, TRAPS, AND BARRIERS.

5. STABILIZATION MEASURES MUST BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS,

DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

STABILIZATION OF EARTHEN STRUCTURES.

6. SEDIMENT TRAPS AND SEDIMENT BASINS MUST BE DESIGNED AND CONSTRUCTION BASED

UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.

A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP MUST BE 143 CUBIC YARDS PER

ACRE OF DRAINAGE AREA AND THE TRAP MUST ONLY CONTROL DRAINAGE AREAS LESS

THAN THREE ACRES.

B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM

DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES MUST BE CONTROLLED BY

A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN MUST BE 134

CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM MUST, AT A MINIMUM,

MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FAVE YEAR

STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS

MUST CORRESPOND TO A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO

EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

SEDIMENT BASINS AND TRAPS.

7. CUT AND FILL SLOPES MUST BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL

MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE

YEAR OF PERMANENT STABILIZATION MUST BE PROVIDED WITH ADDITIONAL SLOPE

STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR CUT

AND FILL SLOPE STABILIZATION. THE MAXIMUM CUT AND FILL SLOPE IS 3:1.

8. CONCENTRATED RUNOFF MUST NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED

WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN

STRUCTURE.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

DIVERSIONS OF CONCENTRATED RUNOFF AROUND CUT AND FILL SLOPES.

9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER

PROTECTION MUST BE PROVIDED.

RESPONSE. NO WATER SEEPAGE FROM A SLOPE FACE IS ANTICIPATED.

10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION MUST BE

PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM

WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR INLET

PROTECTION.

11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE

OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR

PERMANENT CHANNEL LINING MUST BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND

RECEIVING CHANNEL.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN FOR

OUTLET PROTECTION.

12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS MUST BE TAKEN TO

MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA

TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL MUST

BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE

USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.

RESPONSE: NOT APPLICABLE TO THIS PROJECT.

13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN

TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING

CONSTRUCTED OF NONERODIBLE MATERIAL MUST BE PROVIDED.

RESPONSE: NOT APPLICABLE TO THIS PROJECT.

14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR

CROSSING LIVE WATERCOURSES MUST BE MET.

RESPONSE: NOT APPLICABLE TO THIS PROJECT.

15. THE BED AND BANKS OF A WATERCOURSE MUST BE STABILIZED IMMEDIATELY AFTER WORK IN

THE WATERCOURSE IS COMPLETED.

RESPONSE: NOT APPLICABLE TO THIS PROJECT.

16. UNDERGROUND UTILITY LINES MUST BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING

STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:

A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

B. EXCAVATED MATERIAL MUST BE PLACED ON THE UPHILL SIDE OF TRENCHES.

C. EFFLUENT FROM DEWATERING OPERATIONS MUST BE FILTERED OR PASSED THROUGH AN

APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT

DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF SITE PROPERTY.

D. MATERIAL USED FOR BACKFILLING TRENCHES MUST BE PROPERLY COMPACTED IN ORDER

TO MINIMIZE EROSION AND PROMOTE STABILIZATION.

E. RESTABILIZATION MUST BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.

F. APPLICABLE SAFETY REGULATIONS ALL BE COMPLIED WITH.

RESPONSE: CONTRACTOR MUST ADHERE TO THESE STANDARDS.

17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS,

PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR

TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED

OR PUBLIC ROAD SURFACE, THE ROAD SURFACE MUST BE CLEANED THOROUGHLY AT THE END

OF EACH DAY. SEDIMENT MUST BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING

AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING MUST BE

ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION MUST APPLY

TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

RESPONSE: CONSTRUCTION ENTRANCE(S) WILL BE PLACED FOR SITE ACCESS.

18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE REMOVED WITHIN 30

DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO

LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY.

TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OR

TEMPORARY MEASURES MUST BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION

AND SEDIMENTATION.

RESPONSE: SEE THE EROSION AND SEDIMENT CONTROL NOTES, NARRATIVE, AND PLAN.

19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES MUST BE

PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN

VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED

FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING

STANDARDS AND CRITERIA.

A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE MUST BE

DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL,

PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO

A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE

PIPE SYSTEM MUST BE PERFORMED.

B. ADEQUACY OF ALL CHANNELS AND PIPES MUST BE VERIFIED IN THE FOLLOWING MANNER:

B.1. THE APPLICANT MUST DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT

OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE

CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION;

B.2. CHANNELS

B.2.1. NATURAL CHANNELS MUST BE ANALYZED BY THE USE OF A TWO YEAR STORM TO

VERIFY THAT STORMWATER WILL NOT OVERTOP BANKS NOR CAUSE EROSION OF

CHANNEL BED OR BANKS; AND

B.2.2. ALL PREVIOUSLY CONSTRUCTED MANMADE CHANNELS MUST BE ANALYZED BY

THE USE OF A TEN YEAR STORM TO VERIFY THAT STORMWATER WILL NOT

OVERTOP ITS BANKS AND BY THE USE OF A TWO YEAR STORM TO DEMONSTRATE

THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND

B.2.3. PIPES AND STORM SEWER SYSTEMS MUST BE ANALYZED BY THE USE OF A TEN

YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE

PIPE OR SYSTEM.

C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MANMADE

CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT MUST:

C.1. IMPROVE THE CHANNEL TO CONDITION WHERE A TEN YEAR STORM WILL NOT

OVERTOP THE BANKS AND A TWO YEAR STORM WILL NOT CAUSE EROSION TO THE

CHANNEL BED OR BANKS; OR

C.2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN YEAR STORM IS

CONTAINED WITHIN THE APPURTENANCES; OR

C.3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK

RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS

INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK

RUNOFF RATE FROM A TEN YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO

A MANMADE CHANNEL; OR

C.4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR

OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO

PREVENT DOWNSTREAM EROSION.

D. THE APPLICANT MUST PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.

E. ALL HYDROLOGIC ANALYSES MUST BE BASED ON THE EXISTING WATERSHED

CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.

F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE

MUST OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE

REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE

MAINTENANCE.

G. OUTFALL FROM A DETENTION FACILITY MUST BE DISCHARGED TO A RECEIVING CHANNEL,

AND ENERGY DISSIPATORS MUST BE PLACED AT THE OUTFALL OF ALL DETENTION

FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO

THE RECEIVING CHANNEL.

H. ALL ON SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.

I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION

ON ADJACENT PROPERTY MUST BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL,

PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.

J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A

RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT MUST NOT BE CONSIDERED TO

BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE,

MUST BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC

PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION MUST BE USED IN

ALL ENGINEERING CALCULATIONS.

K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS MUST BE EMPLOYED IN

A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL

INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.

L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER

MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY

REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS IF THE PRACTICES ARE DESIGNED

TO (i) DETAIN THE WATER QUALITY VOLUME AND RELEASE IT OVER 48 HOURS; (ii) DETAIN

AND RELEASE OVER A 24 HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE

ONE YEAR 24 HOUR STORM; AND (iii) REDUCE THE ALLOWABLE PEAK FLOW RATE

RESULTING FROM THE 1.5, 2, AND 10 YEAR, 24 HOUR STORMS TO A LEVEL THAT IS LESS

THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD

FORESTED CONDITION ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK

FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE

SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME

FROM THE SITE IN ITS PROPOSED CONDITION, AND MUST BE EXEMPT FROM ANY FLOW

RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS

AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO SS 62.1-44.15:54 OR

62.1-55.15:65 OF THE ACT.

M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND

VELOCITY REQUIREMENTS OF SS 62.1-44.15"52 A OF THE ACT AND THIS SUBSECTION MUST

BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE

STORMWATER MANAGEMENT ACT (SS 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA)

AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES (i) ARE IN

ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED

DESIGN CRITERIA IN 9VA25-870-47 OR GRANDFATHERING IN 9VA25-870-48 OF THE VIRGINIA

STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW

RATE CAPACITY AND VELOCITY REQUIREMENTS OF SS 62.1-44.15:52 A OF THE ACT MUST

APPLY, OR (ii) ARE EXEMPT PURSUANT TO SS 62.1-44.15:34 C 7 OF THE ACT.

N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66

OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION MUST BE

DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19.

RESPONSE: THE PROJECT IS DESIGNED SO THAT THE POST-DEVELOPMENT RUNOFF RATE AT ALL

OUTFALLS FROM THE SITE IS EQUAL TO OR LESS THAN THE PRE-DEVELOPMENT RUNOFF RATE.

ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" AND THE

VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.

ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE

WEEK PRIOR TO THE FINAL INSPECTION.

ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST

STEP IN CLEARING.

ES-4: A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE MAINTAINED 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 LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR

MUST SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND

APPROVAL BY THE PLAN APPROVING AUTHORITY.

ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN

APPROVING AUTHORITY OR COR.

ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS

ACHIEVED.

ES-8: THE CONTRACTOR MUST INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE

EFFECTIVENESS OF THE EROSION CONTROL DEVICES MUST BE MADE IMMEDIATELY.

THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS MUST BE TO

PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION

ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS. IF FIELD

INSPECTION REVEALS THE INADEQUACY OF THE PLAN TO CONFINE SEDIMENT TO THE PROJECT

SITE, APPROPRIATE MODIFICATIONS WILL BE MADE TO CORRECT ANY PLAN DEFICIENCIES.

1. THE CONTRACTOR MUST BE THOROUGHLY FAMILIAR WITH ALL APPROVED PROCEDURES,

WHICH MAY BE PERTINENT TO THE PROJECT. MAINTENANCE WILL INCLUDE THE REPAIR OF

MEASURES DAMAGED BY ANY SUBCONTRACTOR INCLUDING THOSE OF THE PUBLIC UTILITY

COMPANIES. SUPPLY COR WITH THE NAME OF THE INDIVIDUAL RESPONSIBLE FOR ENSURING

MAINTENANCE OF INSTALLED MEASURES ON A DAILY BASIN PRIOR TO THE

PRE-CONSTRUCTION MEETING.

2. SEDIMENT CONTROL DEVICES NOT LOCATED IN PROPOSED FILL OR EXCAVATION AREAS

MUST BE CONSTRUCTED PRIOR TO ALL OTHER LAND DISTURBANCE. A PRE-CONSTRUCTION

MEETING WILL BE HELP AT THE COR OFFICES BETWEEN THE CONTRACTOR TO IDENTIFY

THOSE MEASURES TO BE INITIALLY INSTALLED.

3. SURFACE FLOWS OVER CUT AND FILL SLOPES MUST BE CONTROLLED BY REDIRECTING

FLOWS FROM TRAVERSING THE SLOPES.

4. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF

CONSTRUCTION TO ENSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED. COR APPROVAL

WILL BE REQUIRED FOR OTHER DEVIATION FROM THE APPROVED PLANS.

5. TEMPORARY STOCKPILES OF SOIL / TOPSOIL EXCAVATED DURING SITE CONSTRUCTION ARE

ANTICIPATED. EXCESS SOIL / TOPSOIL MUST BE KEPT ONSITE AT A TEMPORARY LOCATION IN

ACCORDANCE WITH STATE AND FEDERAL LAW AND THE SWPPP FOR CONSTRUCTION WASTE.

6. THE CONTRACTOR MUST COMPLETE DRAINAGE FACILITIES WITHIN 30 DAYS FOLLOWING

COMPLETION OF ROUGH GRADING AT ANY POINT WITHIN THE PROJECT. THE INSTALLATION OF

DRAINAGE FACILITIES MUST TAKE PRECEDENCE OVER ALL UNDERGROUND UTILITIES.

OUTFALL DITCHES FROM DRAINAGE STRUCTURES MUST BE STABILIZED IMMEDIATELY AFTER

CONSTRUCTION OF SAME. THIS INCLUDES INSTALLATION OF EROSION CONTROL STONE

WHERE REQUIRED.

7. TEMPORARY VEGETATIVE COVER MUST BE PROVIDED IN ALL AREAS WHICH ARE NOT

DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, OR STRUCTURAL USES. SUCH AREAS

MUST NOT BE EXPOSED FOR PERIODS EXCEEDING 14 DAYS. TEMPORARY VEGETATIVE COVER

MAY BE ELIMINATED IN FAVOR OF FINAL VEGETATIVE COVER IF CONSTRUCTION AND

SEASONAL CONDITIONS PERMIT.

8. ALL AREAS DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, AND STRUCTURAL USE

MUST BE COMPACTED, SEEDED, AND MULCHED AS SOON AS POSSIBLE BUT NOT EXCEEDING

14 DAYS FOLLOWING INSTALLATION. NO MORE THAN 500' OF UTILITY TRENCHES ARE TO BE

OPEN AT ONE TIME.

9. THE TERM SEEDING, FINAL VEGETATIVE COVER OR STABILIZATION, ON THIS PLAN MUST MEAN

THE SUCCESSFUL GERMINATION AND ESTABLISHMENT OF A STABLE GRASS COVER FROM A

PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED AMOUNTS OF SEED, LIME, AND

FERTILIZER. IRRIGATION MUST BE REQUIRED AS NECESSARY TO ENSURE ESTABLISHMENT OF

GRASS COVER.

10. INLET PROTECTION MUST BE PROVIDED FOR ALL STORM DRAIN INLETS AS SOON AS

PRACTICAL FOLLOWING CONSTRUCTION OF SAME.

11. BASE COURSE MATERIAL MUST BE PLACED IN ALL PAVED AREAS WITHIN 30 DAYS OF FINAL

GRADING.

12. TEMPORARY EROSION CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED

AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES MUST BE

REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT MUST BE SPREAD AND SEEDED.

13. SEED AND MULCH AND PROVIDE TOPSOIL TO ALL DISTURBED AREAS THAT WILL NOT BE

COVERED WITH PAVEMENT.

14. THE CONTRACTOR MUST CLEAN OUT ALL VEHICLE MAINTENANCE PROJECT SEDIMENT FROM

ALL STORMWATER STRUCTURES, PIPES, BASINS OR OTHER STORMWATER SYSTEMS.

THE SOUTHWEST VIRGINIA STATE VETERANS CEMETERY AT DUBLIN EXPANSION PROJECT CONSISTS

OF THE FOLLOWING PROGRAM ELEMENTS:

· NEW COLUMBARIUM COMPLEX WITH 960 NICHES (480 NICHES BASE BID AND 480 NICHES ADD

ALTERNATE 1) THE COLUMBARIUM WALLS WILL MATCH THE EXISTING NATIVE STONE VENEER

COLUMBARIUM DESIGN.

· BENCH SEATING AREAS WITHIN THE COLUMBARIUM COMPLEX.

· SITE RESTORATION AND LANDSCAPE PLANTINGS.

· SITE SIGNAGE (TO SUPPORT THE NEW COLUMBARIUM COMPLEX)

EXISTING CONDITIONS

THE SOUTHWEST VIRGINIA VETERANS CEMETERY AT DUBLIN IS AN APPROXIMATE 79 ACRE SITE LOCATED OFF BAGGING PLANT ROAD IN DUBLIN, VIRGINIA. THE SITE CURRENTLY CONSISTS OF SITE

ACCESS ROADS, BUILDINGS, STORMWATER MANAGEMENT FEATURES AND OPEN SPACE.

ADJACENT PROPERTY

THE CEMETERY IS BOUND NORTH/WEST BY BAGGING PLANT ROAD AND GOVERNMENT PROPERTY

SOUTH/EAST OF THE SITE PARCEL.

OFFSITE AREAS

THIS PROJECT WILL NOT IMPACT OFF-SITE AREAS.

CRITICAL EROSION AREAS

PROJECT AREA WITHIN THE LIMITS OF DISTURBANCE IS GENERALLY SLOPED TOWARD THE

NORTHEAST, WITH AVERAGE SLOPES OF APPROXIMATELY 10-20%. THE PROJECT SITE IS DEVOID OF

JURISDICTIONAL WETLANDS. THERE ARE NO CRITICAL AREAS WITHIN THIS SITE.

SOILS

A GEOTECHNICAL REPORT HAS BEEN PERFORMED ON THIS PROJECT. THE BORING LOGS HAVE BEEN

INCLUDED ON SHEET C-1.1.

CONSTRUCTION PHASING

BASED ON INITIAL CONSTRUCTION COST ESTIMATES, THE WORK FOR THIS SITE MAY REQUIRE

MULTIPLE PHASES (BASE BID, AND ADD ALTERNATE 1) THE BASE BID WILL CONSTRUCT THE FIRST

400 NICHES, AND ADD ALTERNATE 1 WOULD CONSTRUCT THE NEXT 480 NICHES.

EROSION AND SEDIMENT CONTROL SEQUENCE

CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS

QUICKLY AS POSSIBLE.

1. NOTIFY DEQ OF RESPONSIBLE LAND DISTURBER BEFORE LAND DISTURBANCE BEGINS.

2. INSTALL SILT FENCE DOWNSLOPE FROM DISTURBED AREAS

3. INSTALL INLET PROTECTION ON ALL EXISTING INLETS AND NEW INLETS FOLLOWING THEIR

INSTALLATION

4. INSTALL TEMPORARY SEEDING ON ALL AREAS ONCE GRADING IS COMPLETE

5. INSTALL PERMANENT SEEDING, MULCH, SODDING, AND TOPSOIL ONCE ALL LAND DISTURBANCE

HAS CEASED.

MANAGEMENT STRATEGIES

IN GENERAL, MANAGEMENT STRATEGIES WILL FOLLOW THE PRESCRIBED STRATEGIES OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ADDITIONAL GUIDANCE IS PROVIDED

FOR REFERENCE.

EROSION AND SEDIMENT CONTROL MEASURES

THE OVERALL INTENT OF THIS PLAN IS THAT SEDIMENT AND EROSION BE CONTROLLED AT ALL TIMES

DURING CONSTRUCTION. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL

EROSION AND SEDIMENT CONTROL PRACTICES MUST MEET OR EXCEED THE MINIMUM STANDARDS

AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE

PROPOSED MEASURES WERE SELECTED BASED ON DRAINAGE AREA SIZES AND PHYSICAL

CHARACTERISTICS OF THE DISTURBED AREAS. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION

AND SEDIMENT CONTROL HANDBOOK MUST BE ADHERED TO UNLESS OTHERWISE WAIVED OR

APPROVED BY A VARIANCE AS ISSUED BY DEQ.

STRUCTURAL PRACTICES

TEMPORARY CONSTRUCTION ENTRANCE - 3.02

TEMPORARY CONSTRUCTION ENTRANCES MUST BE INSTALLED WHERE CONSTRUCTION TRAFFIC

ENTERS CONSTRUCTION AREAS. AS SHOWN ON THE PLAN, ALL CONSTRUCTION ENTRANCES MUST

HAVE AT LEAST THE MINIMUM DIMENSIONS OF 70' X 12'.

SILT FENCE BARRIER - 3.05

SILT FENCE AND/OR SUPER SILT FENCE BARRIERS WILL BE INSTALLED DOWNSLOPE OF DISTURBED AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM THE SHEET FLOW PER

THE APPROVED PLAN OR AS DIRECTED BY THE DEQ INSPECTOR BASED ON A DEQ INSPECTION

REPORT. CHAIN LINK OR HOG WIRE MUST BE USED FOR SUPER SILT FENCE WHEN INSTALLED TO

PROTECT SENSITIVE RESOURCE AREAS OR MANAGE HIGHER SHEET FLOWS.

STORM DRAIN INLET PROTECTION - 3.07

ALL STORM DRAINAGE INLETS AND CULVERTS MUST BE PROTECTED DURING CONSTRUCTION.

SEDIMENT-LADEN RUNOFF MUST BE FILTERED BEFORE ENTERING THE STORM DRAIN SYSTEM.

OUTLET PROTECTION (OP), SPEC. 3.18

PROVIDE OUTLET PROTECTION FOR STORM WATER SYSTEM OUTLETS AS SHOWN ON THE PLANS.

VEGETATIVE PRACTICES

TOPSOILING (STOCKPILE) - 3.30

TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE.

STOCKPILE LOCATIONS ARE TO BE STABILIZED WITH TEMPORARY VEGETATION.

TEMPORARY SEEDING - 3.31

ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 14 DAYS MUST BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION 7 DAYS AFTER GRADING. SELECTION OF THE

SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED.

PERMANENT SEEDING - 3.32

ALL DENUDED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEED TO STABILIZE THE SOIL OR ROUGH-GRADED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR

OR MORE WILL BE STABILIZED WITH PERMANENT SEED MIX. SEE LANDSCAPE PLAN FOR

DESIGNATION OF AREAS TO RECEIVE EACH SEED TYPE.

MULCHING - 3.35

MULCHING SHOULD BE APPLIED IMMEDIATELY FOLLOWING PERMANENT SEEDING. MULCH SHOULD

BE SPREAD UNIFORMLY BY HAND OR MACHINE. ANCHORING TECHNIQUES MUST BE APPLIED IF

STRAW MULCH IS TO BE USED.

MANAGEMENT STRATEGIES

1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEING AND END AS

QUICKLY AS POSSIBLE.

2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.

3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,

FENCING, ETC.

4. THE JOB SUPERINTENDENT MUST BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.

PERMANENT STABILIZATION

ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NEWLY GRADED ON SLOPES STEEPER THAN 3:1 MUST HAVE A SOIL BLANKET OR SODDED AND SEEDED ON ALL OTHER AREAS. IF SEEDING AND SODDING CANNOT BE ACCOMPLISHED DURING SCHEDULED TIME, PROTECT DISTURBED AREAS

WITH MULCH OR JUTE MESH. RECOMMENDED SEEDING AND SODDING TIME MUST BE IN SPRING

BETWEEN FEBRUARY 1 AND APRIL 30 OR IN FALL BETWEEN SEPTEMBER 1 AND OCTOBER 15.

SELECTION OF PLANT MATERIAL IS BASED ON CLIMATE, TOPOGRAPHY, SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT MATERIALS ARE BEST ADAPTED TO THE SITE, USE TABLE 3.32c OF THE VESCH, WHICH DESCRIBED PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. ALL PERMANENT SEEDING MUST BE PLACED PER THE VESCH 3.32. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER, AND LIME WILL BE APPLIED PRIOR TO MULCHING ACCORDING TO

STD. & SPEC. 3.32 OF VESCH.

STORMWATER MANAGEMENT CONSIDERATIONS

WATER QUALITY AND WATER QUANTITY CONTROL FOR THE PROJECT WILL BE MANAGED IN

ACCORDANCE WITH PART II B (TECHNICAL CRITERIA FOR REGULATED LAND-DISTURBING ACTIVITIES)

OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATIONS.

STORMWATER IS TO BE COLLECTED AND CONVEYED VIA NEW STORM DRAIN SYSTEM.

THIS PROJECT RESULTS IN LESS THAN 10,000 SF OF DISTURBANCE.

MAINTENANCE

ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND WITHIN 48-HOURS

OF ANY RUNOFF-PRODUCING RAINFALL EVENT. THE FOLLOWING ITEMS WILL BE CHECKED IN

PARTICULAR:

STRUCTURAL PRACTICES:

1. THE INLET AND OUTLET PROTECTION WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP, WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT MUST BE

REMOVED AND CLEANED OR REPLACED.

2. RIPRAP INSTALLATIONS WILL BE INSPECTED PERIODICALLY TO DETERMINE IF HIGH FLOWS

HAVE CAUSED SCOUR BENEATH THE RIPRAP OR GEOTEXTILE FABRIC OR DISLODGED ANY OF

THE STONE.

3. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR

DETERIORATION OF THE FABRIC. SEDIMENT MUST BE REMOVED WHEN THE LEVEL OF

SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER.

4. THE MATERIAL REMOVED FROM THE EROSION AND SEDIMENT CONTROL STRUCTURES MAY BE

DISPOSED OF BY SPREADING THE MATERIAL ON-SITE OR BY HAULING IT AWAY IF NOT SUITABLE

FOR PLACEMENT AS TOPSOIL.

5. NO SEDIMENT CONTROL STRUCTURES WILL BE REMOVED WITHOUT APPROVAL OF THE SITE

INSPECTOR.

VEGETATIVE PRACTICES:

1. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT GOOD STAND IS

MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.

2. TEMPORARY AND PERMANENT SEEDED AREAS DAMAGED BY RAINFALL ARE TO BE RESEEDED

AND MULCHED WITHIN TWO DAYS AND WHENEVER GROUND COVER HAS NOT BEEN

ADEQUATELY ESTABLISHED TO PREVENT EROSION.

3. ADDITIONAL SLOPE STABILIZATION MEASURES MUST BE PROVIDED FOR SLOPES, WHICH ARE

FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR UNTIL THE PROBLEM IS CORRECTED.

4. ALL VEGETATIVE SWALES AND SEEDED AREAS MUST BE MAINTAINED TO KEEP THE HEIGHT OF

VEGETATION TO NO TALLER THAN 12". THE CONTRACTOR MUST MOW TURF ESTABLISHED

AREAS AT RECOMMENDED HEIGHTS DURING THE PERIOD OF PERFORMANCE.

THE TOTAL LIMITS OF DISTURBANCE IS APPROXIMATELY 9,911 SQUARE FEET.

9VAC25-840-40 VIRGINIA EROSION AND SEDIMENT CONTROL MINIMUM

STANDARDS

VIRGINIA EROSION AND SEDIMENT

CONTROL NOTES

GENERAL EROSION AND SEDIMENT

CONTROL NOTES

EROSION CONTROL NARRATIVE

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COLUMBARIUM

IDENTIFICATION SIGN

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LIMIT OF CONSTRUCTION

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DRAIN BASIN,SEE SITE

DRAINAGE PLAN, TYP.

EXISTING ASPHALT

PAVEMENT, TYP.

COLUMBARIUM WALL, SEE

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PLAN FOR NUMBERING, TYP.

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PAD WITH EXISTING

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ALIGN EDGE OF

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SALVAGED STONE

MEMORIAL BENCH, SEE

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DRAIN BASIN

LAYOUT TABLE

LAYOUT

POINT

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19837.7844

19865.8505

19779.1730

19807.2398

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14157.9263

14180.4704

14230.8981

14253.4414

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NOTES

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C-4.0

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SIGN LAYOUT TABLE

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19833.0416

19767.5425

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14147.0637

14228.6109

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