HomeMy WebLinkAboutSE202100011 Application 2021-04-06 (2)SITE INFORMATION
PROJECT DESCRIPTION: RAWLAND: PROPOSED INSTALLATION OF
TELECOMMUNICATIONS TOWER AND RELATED
EQUIPMENT WITHIN SECURED COMPOUND.
SITE ADDRESS: 1940 CARTERS MOUNTAIN TRAIL
CHARLOTTESVILLE. VA 22902
LATITUDE (NAD 83): 370 59' 0.41"
LONGITUDE (NAD 83): -780 28' 59.81"
GROUND ELEVATION: 1408.0' ± (ASML)
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA
PARCEL ID #: 09100-00-00-018AO
PARCEL AREA: 33.66± ACRES
PARCEL OWNER: WOOD, HUNTER W. REVOCABLE TRUST
C/O HUNTER W WOOD, TRUSTEE
P.O. BOX 5548
CHARLOTTESVILLE VA, 22905
TOWER OWNER: VPM MEDIA CORP
23 SESAME STREET
RICHMOND, VA 23235
STRUCTURE TYPE:
HEIGHT OF STRUCTURE:
OVERALL HEIGHT OF STRUCTURE
DISTURBED AREA:
DISTURBED CRITICAL SLOPES:
POWER PROVIDER:
TELCO PROVIDER:
SELF-SUPPORT
260.0' AGL
265.0' AGL
8,550 S.F.
8,550 S.F.
DOMINION POWER (866) 366-4357
LUMOS (855) 465-8667
EMERGENCY INFORMATION:
ALBEMARLE COUNTY FIRE & RESCUE: (434)296-5833
ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-4001
PROJECT TEAM
ENGINEERING FIRM: NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE
SUITE 100
GLEN ALLEN, VA 23060
(804) 548-4079
PBS
SITE NAME: CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN TRAIL
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
VICINITY MAP
SCALE: 1" = 2000'
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Elementary School
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DIRECTIONS
HEAD NORTH ON SESAME ST TOWARD OLD FARM RD. TURN RIGHT ONTO OLD FARM RD. TURN LEFT TO STAY ON OLD
FARM RD. TURN LEFT ONTO ROBIOUS RD. ROAD NAME CHANGES TO HUGUENOT TRAIL. TAKE RAMP RIGHT FOR VA-288 N.
TAKE RAMP LEFT FOR 1-64 WEST TOWARD CHARLOTTESVILLE. AT EXIT 121, TAKE RAMP RIGHT FOR VA-20 TOWARD
CHARLOTTESVILLE / SCOTTSVILLE. TURN LEFT ONTO VA-20 / MONTICELLO AVE. TURN LEFT ONTO VA-53 / THOMAS
JEFFERSON PKWY. TURN RIGHT ONTO CARTERS MOUNTAIN TRAIL. BEAR RIGHT ONTO RIDGE OF CARTERS MTN. KEEP
STRAIGHT ONTO CARTERS MOUNTAIN TRAIL. ARRIVE AT CARTERS MOUNTAIN TRAIL ON THE RIGHT.
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2015 INTERNATIONAL BUILDING CODE • 2015 VIRGINIA CONSTRUCTION CODE
• 2014 NATIONAL ELECTRICAL CODE • ANSI/TIA-222-G
• 2015 NFPA 101, LIFE SAFETY CODE • TIA 607
• 2015 IFC • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• AMERICAN CONCRETE INSTITUTE • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • TELECORDIA GR-1275
• MANUAL OF STEEL CONSTRUCTION 14TH EDITION • ANSI/T 311
Know what's Dem.
Call before you dig.
DRAWING INDEX
T-1
TITLE SHEET
Z-1
EXISTING SITE PLAN
Z-2
PROPOSED SITE PLAN
Z-3
2,000' TOPO BOUNDARY
C-1
EXISTING COMPOUND PLAN
C-2
PROPOSED COMPOUND PLAN
C-3
TOWER ELEVATION DETAILS & NOTES
S-1
CONSTRUCTION DETAILS
ES-1
EROSION & SEDIMENT CONTROL PLAN
ES-2
EROSION & SEDIMENT CONTROL NOTES
ES-3
EROSION & SEDIMENT CONTROL DETAILS
ST-1
GABION RETAINING WALL INSTALLATION DETAILS & NOTES
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36". CONTRACTOR SHALL
VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND
SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE
RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE
TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION.
APPROVAL BLOCK
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TOTALLY COMMITTED.
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548AO79
VPM
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23 SESAME STREET
RICHMOND, VA 23235
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAIL
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2
03/26/21
REVISED
PJP
1
02/24/21
FINALS
PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
LTH
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JOHN A. DAUGHTREY III
.,� Lic. No.0402052122
03/26/2021 w44)
sSIONAL EGGS
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TITLE SHEET
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EXIS
EXISTING 2
(37.98-
EXISTING GUYED ANCHO
(TO BE REMOvi
JV Vt IIVI\ILI\ I\• 1\LI VVIIV LL
C/O HUNTER W. WOOD TRL
P.O. BOX 5548
PARCEL ID: 09100-00-00-1
ZONING: RA
••/I1000 %
�10-00RTY
NG PRO
PE
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1 EXISTING SITE PLAN 50
Z-1 SCALE: V=50'
O �
GRAPHIC SCALE
0 25 50 100 200
(IN FEET)
1 INCH = 50 FEET
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
LEGEND
PROPERTY LINE — SUBJECT PARCEL
PROPERTY LINE — ABUTTERS
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
ZONING INFORMATION
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA
ADJACENT PROPERTY SETBACK: 220' (110 % OVERALL TOWER HEIGHT)
LOT AREA: 33.66 t ACRES
(ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED)
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Call before you dig.
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TOTALLY COMMITTED
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
23 SESAME STREET
23235
RICHMOND, VA
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAIL
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2 1 03/26/21 1 REVISED PJP
1 1 02/24/21 1 FINALS PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
[�.
O �/ \ �� Y
JOHN A. DAUGHTREY III
Lie. No.0402052122
03/26/2021
SSIONAL E��S
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EXISTING
SITE PLAN
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EXIS
EXISTING 2
(37.98-
EXISTING GUYED ANCHO
JV Vt IIVI\ILI\ I\• 1\LI VVIIV LL
C/O HUNTER W. WOOD TRL
P.O. BOX 5548
PARCEL ID: 09100-00-00-1
ZONING: RA
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�10-00RTY
NG PRO
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1 PROPOSED SITE PLAN 50
Z 2 SCALE: 1"=50'
O �
i
GRAPHIC SCALE
0 25 50 100 200
(IN FEET)
1 INCH = 50 FEET
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
LEGEND
PROPERTY LINE — SUBJECT PARCEL
PROPERTY LINE — ABUTTERS
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
ZONING
INFORMATION
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA
ADJACENT PROPERTY SETBACK:
220' (110 % OVERALL TOWER HEIGHT)
DIMENSION
PROPOSED t
FRONT YARD SETBACK:
SIDE YARD SETBACK:
262'-6"
262'-6"
LOT AREA: 33.66 t ACRES
(ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED)
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Call before you dig.
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TOTALLY COMMITTER
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
23 SESAME STREET
23235
RICHMOND, VA
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAIL
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2 1 03/26/21 1 REVISED PJP
1 1 02/24/21 1 FINALS PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
[�.
JOHN A. DAUGHTREY III
Lie. No.0402052122
03/26/2021
SSIONAL E��S
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
PROPOSED
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1 � 21000' TOPO BOUNDARY
Z-3 SCALE: 1 "=200'
GRAPHIC SCALE
200 0 100 200 400
(IN FEET)
1 INCH = 200 FEET
800
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
LEGEND
— — PROPERTY LINE - SUBJECT PARCEL
— — PROPERTY LINE - ABUTTERS
0
EXISTING ROAD
EXISTING FENCE
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PROPOSED LEASE AREA
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PROPOSED FENCE
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REVISIONS
2 1 03/26/21 1 REVISED I PJP
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EXISTING
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C-1
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= EXISTING GENERATOR
EXISTING TREELINE (TYP) / / / 1 / / , ' / / // / / / / / ' EXISTING CRITICAL SLOPES
(GREATER THAN 257.)
PROPOSED RIP —RAP
SLOPE REINFORCEMENT
EXISTING EQUIPMENT
SHELTER
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/PROPOSED
{{ SELF-SUPPORT TOWER
FOUNDATION
260'
/SELF-SUPPORT TOWER
EXISTING 267.0' GUYED EXISTING UTILITY POLE
TOWER (TO BE REMOVED) / ! - / , / / / /
PROPOSED GAMBIAN
BASKET RETAINING WALL
EXISTING RETAINING WALL
EXISTING GUYED WIRE
ANCHOR
EXISTING DITCH CENTERLINE
GRAVEL
ACCESS ROAD
EXISTING CHAIN LINK FENCE
GRAPHIC SCALE
1 COMPOUND PLAN 'I 5 20 '°
Know what's below.
C 2 SCALE: 1" = 10'-0"
Call before you dig. (IN FEET)
1 INCH = 10 FEET
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PROPOSED
COMPOUND PLAN
C-2
EXISTING 25' TV BROADCAST ANTENNA
ELEV.=279.5' AGL
TOP OF EXISTING GUYED TOWER
ELEV.=1668.0' AMSL
ELEV.=267.0' AGL
/ EXISTING ANTENNA
ELEV.=225.0' AGL
EXISTING 6' GRID DISH
ELEV =2125' AGL
EXISTING 267.0'
GUYED TOWER (TO
BE REMOVED)
EXISTING 8' OMNI ANTENNA
ELEV. =186. 0' AGL
EXISTING 8' OMNI ANTENNA
=11.. =185. 5' AGL
EXISTING 8' OMNI ANTENNA
ELEV. =168. 0' AGL
EXISTING DISH
ELEV.=157.0' AGL
EX/STING 12- OMNI ANTENNA
ELEV. =155. 0' AGL
EXISTING 10' DIPOLE ANTENNA
ELEV. =145. 0' AGL
EX/STING BEACON
j
ELEV. =140. 0' AGL
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EXISTING 12' OMNI ANTENNA
ELEV.=137.5' AGL
EXISTING 10' DIPOLE ANTENNA
ELEV.=130.O' AGL
�J
EXISTING 8' DISH
ELEV.=125.0' AGL
EXISTING YAGI ANTENNA
ELEV.=112.5' AGL
EXISTING DISH
ELEV.=111.0' AGL
EXISTING YAGI ANTENNA
ELEV.=105.0' AGL
EXISTING YAGI ANTENNA
ELEV.=103.0' AGL
EXISTING 5' DISH
ELEV.=78.0' AGL
EXISTING 5' OMNI ANTENNA Jk
ELEV.=69.5' AGL
EXISTING 4' DISH
ELEV. =26.5' AGL
EXISTING GPS ANTENNA
ELEV. =16.0' AGL
ELEV. = 0.0' AGL
ELEV.=1401.0' AMSL
1 ELEVATION 16
C-3 SCALE: 1/16" = 1'
PROPOSED 260'
SELF-SUPPORT TOWER
GRAPHIC SCALE
0 8 16 32
(IN FEET)
1 INCH = 16 FEET
PROPOSED TOP OF SELF-SUPPORT TOWER
ELEV.=1671.0' AMSL
ELEV.= 260.0' AGL
GROUND
ELEV. = 0.0' AGL
ELEV.=1411.0' AMSL
v�
GENERAL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES
ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES
COMPANY OR OTHER PUBLIC AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS
AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE,
COUNTY OR MUNICIPAL AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN
WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE
SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR
ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR
FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF
CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING
ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS
PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING
A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF
ENGINEERING PRIOR TO INSTALLATION.
8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET
ANSI/TIA 222-G REQUIREMENTS.
9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
10. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL
UTILITIES PRIOR TO EXCAVATING.
11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE
PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE
APPLICANT & THE OWNER'S REPRESENTATIVE.
12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY
TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH.
13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR
MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS
SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE
EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED
ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES.
14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS,
AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN
ACCURATE BOUNDARY SURVEY.
15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN
STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE
PROPOSED.
17. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION
(NO HANDICAP ACCESS REQUIRED).
19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SANITARY SERVICE.
20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
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804-5484079
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23 SESAME STREET
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CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
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CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2 1 03/26/21 1 REVISED PJP
1 1 02/24/21 1 FINALS I PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
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Lic. No. 0402052122
03/26/2021 �Wa,
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOWER ELEVATION
DETAILS &NOTES
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6" AASHTO
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GEOTEXTILE FABRIC
1 GRAVEL COMPOUND DETAIL
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ALL HEAVY CONSTRUCTION TRAFFIC. PROPOSED GRAVEL SURFACE (6" DEEP CRUSHER RUN)
TO BE INSTALLED AFTER ALL MAJOR CONSTRUCTION HAS BEEN COMPLETED.
• THE PROPOSED ROAD MUST BE KEYED INTO THE EXISTING GRADE. THE FINAL FINISHED
GRADE SHALL BE FLUSH WITH THE EXISTING GRADE TO ALLOW FOR PROPER DRAINAGE
ACROSS THE ROAD.
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NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548AO79
23 SESAME STREET
RICHMOND, VA 23235
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAIL 02
CHARLOTTESVILLE, VA 229
ALBEMARLE COUNTY
REVISIONS
2 1 03/26/21 1 REVISED PJP
1 1 02/24/21 1 FINALS PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
122
Lic. No.0402052
03/26/2021 wq�,
SSIONAL EGGS
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
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DETAILS PROPOSED TREE PROTECTION FENCE
---------- XXX----
PROPERTY LINE - SUBJECT PARCEL
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED FENCE
PROPOSED LEASE AREA
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION
PROPOSED CONSTRUCTION ENTRANCE
NOTE:
• A PROPOSED HAY BALE W/ PLASTIC LINING CONCRETE WASHOUT IS
REQUIRED TO BE ON SITE. SEE "HAY BALE AND PLASTIC WASHOUT PIT"
NOTES ON SHEET ES-2 FOR MORE INFORMATION. CONSTRUCTION
MANAGER TO FIELD VERIFY PROPOSED LOCATION.
a ,' / / (APPROX. LENGTH: 105 t) , / /
�k A SOIL STOCKPILE AREA IS REQUIRED TO BE ON SITE. SEE 4/ES-3 FOR
/ / ° /
MORE DETAILS. CONSTRUCTION MANAGER TO FIELD VERIFY PROPOSED
LOCATION.
a / °/'' ;' // /'/ /' ,/ CRITICAL SLOPES DISTURBED = 340 S.F.
PROPOSED
TEMPORARY SOIL
STOCKPILE AREA. ,/ ,/ // , ,'
# / \ / i PROPOSED / (SOIL SURY) MMA' /
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EXISTING HEAVY, MATURE
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1 EROSION & SEDIMENT CONTROL PLAN
ES-1 SCALE: 1" = 10'-0"
(IN FEET)
1 INCH = 10 FEET
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GLEN ALLEN, VA 23060
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23 SESAME STREET
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CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
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CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2
03/26/21
REVISED
PJP
1
02/24/21
FINALS
PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
O�4 VTH 0p DI�c
JOHN A. DAUGHTREY III
�Lic. No. 0402052122
p 03/26/2021 w�a
ssIONAL
JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL PLAN
ES-1
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A 260 SELF-SUPPORT TOWER A 14' GABION
BASKET RETAINING WALL, ALONG WITH ASSOCIATED UTILITIES. THE TOTAL DISTURBED AREA IS 8,900 SF.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS ON TOP OF A RIDGE ADJACENT TO AN EXISTING 267' GUYED TOWER. IT IS HEAVELY
WOODED ALONG THE RIDGE FACE WITH ORCHARD FIELDS AND OPEN SPACE ON TOP OF THE RIDGE. THE GRADE
SLOPES TO THE NORTH WEST TOWARDS CHARLOTTESVILLE AT AN AVERAGE SLOPE OF 26%.
ADJACENT AREAS
THE ADJACENT AREAS ARE UNDEVELOPED WOODLANDS, SINGLE FAMILY RESIDENTIAL HOMES, AGRICULTURAL
ORCHARD FIELDS WITH EXISTING RADIO, TELECOMMUNICATION AND TELEVISION TOWERS. THERE IS APPLE
ORCHARDS ON TOP OF THE RIDGE TO THE SOUTH EAST.
OFF -SITE AREAS
ALL OFF -SITE AREAS TO BE APPROVED AND PERMITTED.
SOILS
(59C) MYERSVILLE VERY STONEY SILT LOAM - 7 TO 15 PERCENT SLOPES
CRITICAL AREAS
THE SITE IS TO BE CONSTRUCTED ON CRITICAL SLOPES AND IS SURROUNDED BY CRITICAL SLOPES. THE
ENTIRE DEVELOPED AREA IS TO BE CONSIDERED CRITICAL. AS WELL AS SLOPES BELOW AND ABOVE THE
DISTURBED AREA.
ESC MEASURES
- STRUCTURAL PRACTICES
STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SUPER
SILT FENCE (VE&SCH SPEC.
3.05),
CONSTRUCTION
ENTRANCE (VE&SCH SPEC. 3.02), TREE PROTECTION
FENCE (VE&SCH SPEC.
3.38),
TEMPORARY STOCK PILE (VE&SCH SPEC. 3.30), RIPRAP PROTECTION
(VE&SCH SPEC. 3.19)
AND CONCRETE
WASHOUT. ALL
MEASURES SELECTED ARE STANDARD ESC ITEMS FOR
THIS APPLICATION. ANY
DISTURBED
AREA DENUDED
FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA TO BE TEMPORARILY
SEEDED.
ESC MEASURES - VEGETATIVE PRACTICES
VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING (VE&SCH SPEC. 3.31 & 3.32).
PERMANENT STABILIZATION
1. UNTIL AN ADEQUATE ROOT SYSTEM IS ESTABLISHED AND IN THE ABSENCE OF ADEQUATE RAINFALL,
SODDING (OR WHATEVER VEGETATION IS USED) SHALL BE IRRIGATED AS OFTEN AS NECESSARY TO
MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES. IN GENERAL, WATERING SHALL BE PERFORMED IN
ACCORDANCE WITH THE VESCH.
2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING
TO STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL
BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN
SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY
FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO
MULCHING. IN ACCORDANCE WITH MINIMUM STANDARD #3, PERMANENT VEGETATION SHALL NOT BE
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
3. THE LOCAL VESCP AUTHORITY REPRESENTATIVE SHALL MAKE THE DETERMINATION AS TO WEATHER OR NOT
PERMANENT VEGETATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH MINIMUM STANDARD #3.
UNDERGROUND UTILITY LINE INSTALLATION:
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO
OTHER APPLICABLE CRITERIA:
1. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
OR OFF -SITE PROPERTY.
4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION
AND PROMOTE STABILIZATION.
5. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
6. COMPLY WITH APPLICABLE SAFETY REGULATIONS.
CONSTRUCTION SEQUENCE
AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OWNER/OPERATOR SHALL INVITE
ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS,
THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE CONSERVATION DISTRICT TO AN ON -SITE
MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL
VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM "MISS
UTILITY" INCORPORATED AT 811 FOR BURIED UTILITIES LOCATIONS.
EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE
DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH
STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE
LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE.
1. INSTALL ROCK CONSTRUCTION ENTRANCE AND ALL PERIMETER BMP'S AS SHOWN ON THE PLANS.
2. CLEAR TREES AND LIMBS FOR FULL WIDTH OF EASEMENT AND LEASE AREA, GROUND TO SKY.
3. STRIP TOPSOIL FOR THE ACCESS DRIVE AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS
OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER.
4. ALL DIVERSIONS, SEDIMENT TRAPS, AND STOCKPILES MUST BE SEEDED AND MULCHED IMMEDIATELY UPON
CONSTRUCTION.
5. BEGIN GRADING AND INSTALL GRAVEL, ROADSIDE DITCHES, AND CULVERTS WITH OUTLET PROTECTION.
6. STRIP TOPSOIL ACROSS COMPOUND AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR
LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER.
7. GRADE COMPOUND SITE AND INSTALL GRAVEL. IMMEDIATELY STABILIZE FILL AND CUT SLOPES WITH EROSION
CONTROL MATTING OR ROCK.
8. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE IS COMPLETE, BEGIN CONSTRUCTION OF TOWER
AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS.
9. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED
SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENT AND EROSION CONTROL
FACILITIES IN EFFECTIVE WORKING ORDER DURING CONSTRUCTION AND UNTIL ALL EXPOSED SOIL AREAS HAVE
BEEN STABILIZED.
11. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE
ENVIRONMENTAL INSPECTOR FOR THE PROJECT.
IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE 0/RP SHALL STABILIZE ANY AREAS DISTURBED
BY THE ACTIVITIES. DURING NON -GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES.
DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST
BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED
AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE
STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.
AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM
70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT
TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING
AND OTHER MOVEMENTS.
AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE
REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE OWNER/DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF
THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES.
2. THE OWNER/DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE
COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01,
CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND
CONSTRUCTION STANDARDS MANUAL SECTION 750.04.
3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND
APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE
AT ALL TIMES.
5. THE DEVELOP ER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ALBEMARLE COUNTY.
6. ALL DISTRIBUTED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS
ACHIEVED.
7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS.
8. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE
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 AND TO
AMHERST COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. THE DEVELOPER DEVELOPER'S
REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL PRACTICES AT ALL TIMES.
9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL
MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN
PARTICULAR:
a. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE
FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF
WAY TO THE TOP OF THE BARRIER.
b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED.
AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED.
10. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND
MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZED SHALL BE APPLIED WITH IN
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR
LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE
WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND
PARKING AREAS SHALL BE STABILIZED WITH SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED.
12. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE DAYS AFTER BACKFILL
13. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER
GRADING. STRAW OR HAY MULCH IS REQUIRED.
14. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION
MAINTAINED AN MODIFIED DURING CONSTRUCTION AS REQUIRED.
15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY
SEDIMENT CONTROL MEASURES SHALL BE REMOVED.
16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAYS AFTER
ADEQUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED
BY THE ALBEMARLE COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
AND SEDIMENTATION.
17. WHEN SEDIMENT IS TRANSPORTED ONTO A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT
THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
18. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
19. RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC.
20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE
PRESERVATIONS SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE
PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN
ENGLISH AND SPANISH EVERY 30 FEET.
21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS.
MAINTENANCE
1. THE CONTRACTOR SHALL 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 SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR:
2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC.
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF
THE BARRIER.
3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION.
5. INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS.
6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT SHALL
BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE.
7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED, 1992.
HAY BALE AND PLASTIC WASHOUT PIT
HAY BALE AND PLASTIC WASHOUT PIT TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10
MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHWATER TO ESCAPE. AFTER THE PIT IS
USED TO WASH DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASHWATER HAS EVAPORATED
OR HAS BEEN VACUUMED OFF, THE REMAINING HARDENED SOLIDS CAN BE BROKEN UP AND REMOVED FROM THE
PIT. THIS PROCESS MAY DAMAGE THE HAY BALES AND PLASTIC LINING. IF DAMAGE OCCURS, THE PIT WILL NEED
TO BE REPAIRED AND RELINED WITH NEW PLASTIC. WHEN THE HARDENED SOLIDS ARE REMOVED FROM THE PIT.
THE WASTE MATERIAL MUST BE RECYCLED OR DISPOSED OF AT AN APPROVE WASTE FACILITY.
GRADING NOTES
1. SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED
EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT
MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY.
PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY
CONSTRUCTION.
2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE
SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO
PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION
OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO
DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE
HAULED OFF SITE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE HAS
BEEN ESTABLISHED.
3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED
PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70%
PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT
TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND
OTHER MOVEMENTS.
4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT
WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12"
IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON
SATURATED OR FROZEN SURFACES.
6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO
FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST,
FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS.
7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD, FROST, SNOW, OR ICE
8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN LOOSE DEPTH
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND OPERATED TAMPERS.
9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE SLOPES AND MARGINAL SUBGRADE, CLEAR, GRUB AND
SCARIFY ROAD AREA. INSTALL ONE LAYER OF GEO-TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN
TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER, INSTALL
SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT
WITH A VIBRATORY ROAD ROLLER.
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
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23 SESAME STREET
23235
RICHMOND, VA
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
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CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2 1 03/26/21 1 REVISED PJP
1 102/24/21 1 FINALS PJP
0 1 01/07/20 1 SITE PLAN PJP
REV I DATE I DESCRIPTION BY
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JOHN A. DAUGHTREY III
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Lic. No.0402052
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��sSIONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT CONTRO
NOTES
ES-2
TIN
NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND STAKED WITH 2"X2"
HARDWOOD STAKES ON 6' CENTERS
VESCH 3.05 SILT FENCE
1 STANDARD FILTER FABRIC FENCE SF
ES-3 NTS
STONE CONSTRUCTION ENTRANCE
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VIEW
OPERATION
12' MIN.
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SECTION B-B
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VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
ROCK CONSTRUCTION ENTRANCE CE
NTS
TOE REQUIREMENTS FOR
BANK STABILIZATION
FILTER CLOTH UNDERLINER (PREFERRED)
VESCH 3.19 RIPRAP
5 RIPRAP RR
ES-3 NTS
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass «
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop "
20 lbs.
150 lbs.
Low -Maintenance Slope (Steeper than 3.1)
Kentucky 31 Fescue 108 tbs.
Red Top Grass 2 lbs.
Seasonal Nurse Crop «« 20 lbs.
Crownvetch ««« 201bs.
150 lbs.
' Perennial Ryegrass will germinate faster and at lower soil temperatures than
fescue, thereby providing cover and erosion resistance for seedbed.
" Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th .................... Annual Rye
May 16th through August 15th .... . ............... Foxtail Millet
August 16th through September, October ............. Annual Rye
November through February ...................... Winter Rye
«" If Flatpea is used, increase to 30lbs./acre. All legume seed must be properly
inoculated. Weeping Lovegrass may also be included in any slope or low -
maintenance mixture during warmer seeding periods; add 10-20lbs/acre in mixes.
VESCH 3.32 PERMANENT SEEDING
3 PERMANENT SEEDING
ES-3 NTS
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species lbs. acre
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug 31
50150 Mix of
Annual Ryegrass
(Lolium multi-florum
&
Cereal (Winter) Rye
(Secale cereale)
Annual Ryegrass
(Lolium multi-florum)
German Millet
(Setaria italica)
50 - 100
60 - 100
50
VESCH 3.31 TEMPORARY SEEDING
s TEMPORARY SEEDING
ES-3 NTS TS
PLAN
10
EXIST. GRADE PO
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
SEED W/ VDOT FORMULA
"C" IF NOT USED WITHIN
20 DAYS.
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
NOTES: ELEVATION
1. INSTALL SILT FENCE DOWNSLOPE OF AREA OF STOCKPILE.
2. PLACE STOCKPILE IN AREAS SHOWN ON EROSION CONTROL PLAN WITHOUT BLOCKING
NATURAL DRAINAGE PATTERNS.
3. FOLLOW DIMENSIONS SHOWN ABOVE. HEIGHT SHOULD NOT EXCEED 35 FT. SIDE SLOPES
SHOULD NOT BE STEEPER THAN 2(H):1(V).
4. SEED IMMEDIATELY IF MATERIAL IS NOT TO BE USED WITHIN 20 DAYS. FOLLOW "SEEDING,
FERTILIZATION SCHEDULE & SPECIFICATIONS."
5. LOCATION(S) AND SIZES) OF SOIL STOCKPILES ARE APPROXIMATE AND SHALL BE ADJUSTED
PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY
REQUIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR
STOCKPILES.
TOPSOIL STOCKPILE AND MAINTENANCE
NTS
TOPSOIL SPECIFICATIONS
1. TOPSOIL SPECIFICATIONS
A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIAL (EXCEPT AS HEREIN
PROVIDED), TOOLS EQUIPMENT, SUPPLIES, AND SERVICES; AND, SHALL PERFORM ALL WORK
NECESSARY FOR PROVIDING (TYPE B AS NECESSARY) AND APPLYING TOPSOIL IN
ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND IN CONFORMITY TO
THE DEPTHS AND LIMITS SHOWN ON THE DRAWINGS OR AS ESTABLISHED BY THE OWNER.
B. PRIOR TO USE OR PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS OF SOIL
TESTS FOR APPROVAL. SOIL TESTS SHALL BE PROVIDED AT THE RATE OF ONE TEST PER
10,000 SQUARE FEET OF DISTURBED AREA.
C. UNLESS OTHERWISE DIRECTED BY THE OWNER, AREAS DESIGNATED TO RECEIVE TOPSOIL
SHALL BE GRADED, SHAPED, AND THEN SCARIFIED OR TILLED BY DISKING, HARROWING, OR
OTHER APPROVED METHODS TO A DEPTH OF APPROXIMATELY 2". TOPSOIL SHALL BE
APPLIED ONLY WHEN THE SUBSOIL IS IN A LOOSE, FRIABLE CONDITION.
D. THE CONTRACTOR SHALL PROTECT BENCHMARKS, UTILITIES, AND EXISTING TREES, SHRUBS,
AND OTHER LANDSCAPE FEATURES DESIGNATED FOR PRESERVATION WITH TEMPORARY
FENCING OR BARRICADES SATISFACTORY TO THE OWNER.
E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE
DRAWINGS SHALL NOT BE LOOSENED.
F. THE LOOSE DEPTH OF THE CLASS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS
THAN 6" IN MEDIANS: AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO
THE ELEVATIONS SHOWN ON THE DRAWINGS AFTER TOPSOIL SETTLES. IN NO CASE SHALL
THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE ELEVATION OF ADJACENT
STRUCTURES. CONSOLIDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT STRUCTURES.
G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLODS, HARD LUMPS, AND STONES MORE THAN
1" IN THE GREATEST DIMENSION, BRUSH, ROOTS, STUMPS, LITTER, AND FOREIGN MATERIAL
SHALL BE REMOVED FROM THE AREA. WHEN THE OPERATION IS COMPLETE, THE AREA
SHALL BE IN A CONDITION TO RECEIVE SEED, SOD, OR PLANTS WITHOUT FURTHER SOIL
PREPARATION. AREAS SHALL BE STABILIZED WITHIN 15 DAYS AFTER TOPSOIL IS APPLIED.
H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS
AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED AND RESHAPE AND RESLOPE, WHERE
DIRECTED, PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDITIONAL TOPSOIL AS
REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADDITIONAL COST TO THE OWNER.
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NO STANDARD CONSTRUCTION NUMBER
NOTES:
1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS
THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES.
2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT
CONSTRUCTION,
3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE
OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL.
VESCH 3.38 TREE PRESERVATION AND PROTECTION
TREE PROTECTION FENCE TP
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NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-546d079
VPM
23 SESAME STREET
RICHMOND, VA 23235
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAI L
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
2
03/26/21
REVISED
PJP
1
02/24/21
FINALS
PJP
0
01/07/20
SITE PLAN
PJP
REV
DATE
DESCRIPTION
BY
LTH OF
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL DETAILS 1
ES-3
SLOPE TO DRAIN
GRADE
COMPACTED FILL
(95%)
GRAVITY DRAIN TO END OF WALL
AND/OR DRAINAGE STRUCTURE
TERRA AQUA DOUBLE
TWISTED MESH GABIONS
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B" OVERALLWIDTH
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GEOGRID LENGTH
COMPACTED REINFORCED BACKFILL
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GABION RETAINING WALL CRITERIA TABLE
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WALL HEIGHT
BASE WIDTH
UNDERGROUND
ABOVE GROUND
GEOGRID LENGTH
HEIGHT
6 -0
4 -0
1 -0
5 -0
7 -0
9'-0"
5'-0"
1'-0"
8'-0"
12'-0"
12'-0"
6'-0"
1'-0"
11'-0"
16'-0"
NOTES:
1. FILL MATERIAL FOR GABION TO BE CLEAN, WELL GRADED, HARD
STONE WITH 3" TO 8" DIAMETERS.
2. A WELL GRADED STONE IS NEEDED TO OBTAIN A DENSITY OF 138
PCF.
3. PLACE THE STONE IN 12" LIFTS WITH POWER EQUIPMENT BUT
DISTRIBUTE BY HAND TO MINIMIZE VOIDS.
4. KEEP BASKETS SQUARE AND DIAPHRAGMS STRAIGHT.
5. STAGGER THE JOINTS SO THAT THE VERTICAL CONNECTIONS ARE
OFFSET FROM ONE ANOTHER.
6. BIND THE BASKETS TOGETHER WITH SPIRAL BINDERS OR WIRE TIES
AT ALL EXTERNAL BOTTOM AND VERTICAL EDGES.
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23 SESAME STREET
RICHMOND, VA 23235
CARTERS MOUNTAIN
1940 CARTERS MOUNTAIN
TRAI L
CHARLOTTESVILLE, VA 22902
ALBEMARLE COUNTY
REVISIONS
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