HomeMy WebLinkAboutSE202200030 Plan - Submittal (First) 2022-05-09SITE INFORMATION
PROJECT DESCRIPTION:
SITE ADDRESS:
LATITUDE (NAD 83):
LONGITUDE (NAD 83):
GROUND ELEVATION:
JURISDICTION:
ZONING:
PARCEL ID:
PARCEL AREA:
PARCEL OWNER:
TOWER OWNER:
STRUCTURE TYPE:
HEIGHT OF STRUCTURE:
RAID CENTER:
OVERALL HEIGHT OF STRUCTURE:
TOTAL LEASE AREA:
TOTAL DISTURBED AREA:
POWER PROVIDER:
TELCO PROVIDER:
RAWLAND: PROPOSED INSTALLATION OF
TELECOMMUNICATIONS TOWER AND RELATED
EQUIPMENT WITHIN SECURED COMPOUND.
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
380 02' 41.1742"
-780 44' 55.9528"
740.8' AMSL
ALBEMARLE COUNTY
RURALAREAS
05500-00-00-01400
44.73± ACRES
SCRUBY, BRIAN GRAY
PO BOX 83
GREENWOOD VA, 22943
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
MONOPOLE
140.0'± AGL (881.7' AMSL)
137.0'±AGL (878.7'AMSL)
144.0'±AGL (885.7'AMSL)
1,600±SQ. FT.
5,400± SQ. FT.
DOMINION POWER (866) 366-4357
N/A
EMERGENCY INFORMATION:
ALBEMARLE COUNTY FIRE & RESCUE: (434)296-5833
ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-4001
PROJECT TEAM
CONSTRUCTION MANAGER:
PROJECT MANAGEMENT FIRM
ENGINEERING FIRM:
NETWORK BUILDING + CONSULTING
JOHN KIRBY
(540) 280-9630
GDN SITES
NATHAN HOLLAND
(757) 305-8420
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE
SUITE 300
GLEN ALLEN, VA 23059
(804) 548-4079
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SITE NAME: SCRUBY TIER 111 PERSONAL
WIRELESS FACILITY
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
VICINITY MAP
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DIRECTIONS
HEAD NORTHEAST ON RADY ST TOWARD 5TH AVE. BEAR RIGHT ONTO DILL AVE. AT THE ROUNDABOUT, TAKE THE 4TH
EXIT FOR 2ND AVE/ KEEP RIGHT TO GET ONTO 1ST AVE. AT THE ROUNDABOUT, TAKE THE 4TH EXIT FOR ROWEN AVE.
ROAD NAME CHANGES TO N 5TH ST. TAKE THE RAMP ON THE LEFT AND FOLLOW SIGNS FOR 1-95 NORTH / 1-64 WEST. AT
EXIT 79, HEAD RIGHT ON THE RAMP FOR 1-64 WEST TOWARD STAPLES MILL RD. AT EXIT 107, HEAD RIGHT ON THE RAMP
FOR US-250 TOWARD CROZET / MILLER SCHOOL. TURN RIGHT ONTO US-250 E / ROCKFISH GAP TPKE TOWARD CROZET /
MILLER SCHOOL. TURN LEFT ONTO US-250 W / ROCKFISH GAP TPKE, THEN IMMEDIATELY TURN LEFT ONTO US-250 W /
ROCKFISH GAP TPKE. TURN RIGHT ONTO GREENWOOD STATION RD / VA-690. ARRIVE WITH SITE LOCATED 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 • ANSI/TIA-222-G
• 2014 NATIONAL ELECTRICAL CODE • TIA 607
• 2015 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• 2015 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN CONCRETE INSTITUTE • TELECORDIA GR-1275
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311
• MANUAL OF STEEL CONSTRUCTION 13TH EDITION
Know what's beIOW.
Call before you dig.
DRAWING INDEX
T-1
TITLE SHEET
EE-1
EASEMENT EXHIBIT
EE-2
EASEMENT EXHIBIT
Z-1
SITE PLAN
Z-2
EXISTING TOPO & TREE SITE PLAN
Z-3
2,000' TOPO BOUNDARY
C-1
COMPOUND PLAN
C-2
TOWER ELEVATION & NOTES
C-3
MOUNT DETAILS
S-1
CONSTRUCTION DETAILS
S-2
EQUIPMENT MOUNTING DETAILS
ES-1
EROSION & SEDIMENT CONTROL & GRADING PLAN
ES-2
EROSION & SEDIMENT CONTROL NOTES
ES-3
EROSION & SEDIMENT CONTROL DETAILS
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.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizonv/
1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1
05/05/22
FINAL ZDs
KLB
0
03/17/22
PRELIMINARY ZDs
KLB
REV
DATE
DESCRIPTION
BY
o��� �V T H 0 p N��c
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JOHN A. DAUGHTREY III
o Lie. No. 0402052122
�� 05/05/2022 wW
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TITLE SHEET
T=1
CURVE TABLE
CURVE
1 RADIUS
ARC LENGTH
1 CHORD LENGTH
1 CHORD BEARING
1 DELTA ANGLE
TANGENT
C7
280.00'
175.96'
17308'
N 53'38 33'" E
36'00 21-
90.99'
C2
260.00'
76339'
760.71 '
Is 53°38 33" W
1 36°00 21 "
84.49'
U)o
(; Q
SRIAN G. SCRUBY
D.B. 1868, PG. 598
TMP 54-72A /
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ACCESS
P.O.B. I.PIN(F)
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NTERSTAWI)TN R/�06 15 /
SNPB gLEPG5 103
7
N/F
/ SEVEN OAKS FARM LLC
D.B. 1974, PG. J90
TMP 55-15
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 01'21'19- E
20.30
L2
N 81'3247" E
3729'
L3
N 53'54 35" E
52.04'
L4
N 35'3823" E
65.55'
L5
N 71'38'44" E
51.57'
L6
N 76'11 OS E
792.50
L7
N 72'10'42" E
50.44'
L8
N 57'04 38 E
21.95
L 14
IS 57'04 38" W
21.29'
L 15
S 72'70 42 W
53.79
L 16
5 75'11 '05" W
192.4 1'
L 17
S 71 `3844 " W
50.78'
L 18
5 35'38 23" W
68. 77'
L 19
S 5354 35" W
60. 18'
L20
5 81'3247" W
45.67'
SCALE 1 " = 50'
0' 50' 100' 150'
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LEGAL DESCRIPTION PROPOSED 20' UTILITY AND ACCESS EASEMENT
A PROPOSED 20' UTILITY AND ACCESS EASEMENT OVER AND ACROSS TAX MAP PARCELS
54-72A AND 55-14 AS SHOWN IN DEED BOOK 3390, AT PAGE 652 OF RECORD IN THE CLERK
OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; LYING ALONG THE EASTERLY
RIGHT OF WAY OF STATE ROUTE 590, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT AN IRON PIN AT THE SOUTHWESTERLY MOST CORNER OF SAID TAX MAP PARCEL
54-72A; THENCE ALONG A TIE LINE N 0121'19" E A DISTANCE OF 6.78' TO A POINT BEING
THE TRUE POINT AND PLACE OF BEGINNING OF A PROPOSED 20' ACCESS AND UTILITY
EASEMENT;
THENCE OVER AND ACROSS SAID TAX MAP PARCELS 54-72A AND 55-74, THE FOLLOWING
COURSES:
THENCE N 07 °21 '79 " E A
DISTANCE OF 20.30' TO A
POINT,
THENCE N 81 °3247" E A
DISTANCE OF 57.29' TO A
POINT.
THENCE N 53'54 35" E A
DISTANCE OF 52.04' TO A
POINT,
THENCE N 35°3823" E A
DISTANCE OF 65.55' TO A
POINT,
THENCE WITH A CURVE TURNING TO THE RIGHT WITH
AN ARC LENGTH OF 175.96' A RADIUS
OF 280.00, A CHORD BEARING OF N 5,3'3833'" E, AND
A CHORD LENGTH OF 173.08', TO A
POINT,
THENCE N 71 °38'44' E A
DISTANCE OF 51.57' TO A
POINT,
THENCE N 76'11'05" E A
DISTANCE OF 792.50' TO A
POINT -
THENCE N 72°10'42" E A
DISTANCE OF 50.44' TO A
POINT, -
THENCE N 57'04 38" E A
DISTANCE OF 27.95' TO A
POINT,
THENCE N 75°51'47" E A
DISTANCE OF 16335' TO A
POINT -
THENCE S 14'08'13" E A
DISTANCE OF 40.00' TO A
POINT.
THENCE S 75'51 '47" W A
DISTANCE OF 20.00' TO A
POINT
THENCE N 14°08'13" W A
DISTANCE OF 20.00' TO A
POINT, -
THENCE S 75"57'47" W A
DISTANCE OF 140.04' TO A POINT,
THENCE S 57`04 38' W A
DISTANCE OF 21.29' TO A
POINT,
THENCE S 72'10'42' W A
DISTANCE OF 53.79' TO A
POINT -
THENCE S 76' 11 '05" W A
DISTANCE OF 192. 41 ' TO A POINT,
THENCE S 71'3844" W A
DISTANCE OF 50.78' TO A
POINT
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 16339; A RADIUS OF
260.00', A CHORD BEARING OF S 53°38'33` W, ANDCHORD LENGTH OF 160.71 , TO A POINT, -
THENCE S 3538 23" W A
DISTANCE OF 68.77' TO A
POINT
THENCE S 5354 35' W A
DISTANCE OF 60. 18' TO A
POINT,
THENCE S 81 "3247" W A
DISTANCE OF 45.67' TO A
POINT
WHICH IS THE POINT OF BEGINNING, HAVING AN AREA
OF 16,627 SQUARE FEET, 0.383 ACRES.
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TOTALLY COMMITTED.
NReC ENOINEERINO OERVKM, LLC.
verizon%l
1831 RADY COURT
RICHMOND, VA 23222
NB&C #02671
EASEMENT EXHIBIT
SITE NAME: SCRUBY TIER III
'ERSONAL WIRELESS FACILITY
7416 GREENWOOD STATION RD
GREENWOOD, VA 22943
ALBEMARLE COUNTY VA
REVISIONS
2 rl/1&211 REDUCE LEASE AREA RW
4 0/29121 NEW SITE LOCATION RW
3 0121/2 REVTOWERHEIGHT RW
2 9I11/20 REVISE TARGET TREE RW
7 16191201 ADDADJOININGRIW RW
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111/11171
EASEMENTNTT EXHIBIT
JRW
REV
I DATE
DESCRIPTION
BY
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auU Consultants P.C.
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CHONE 757 VA. 0474
PHONE: ]5]-484-04]4
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EASEMENT
EXHIBIT
EE-1
THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY
AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS.
LEASE
P.O.B. VDH MON(F)
64 iNTERSrATE W
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& UTILITY EASEMENT
N/F F�
SEEN OAKS FARM LLC \
D.B. 1974, PG. 390
TMP 55-15
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 07°21'19" E
20. 30'
L2
N 81°3247" E
3729'
L3
N 53°54 35" E
52.04'
L4
N 35°3823" E
65.55'
L5
N 71°38'44" E
57.57'
L6
N 76°11'05" E
192.50'
L7
N 72°1042 E
50.44
L8
N 57°04 38" E
21.95'
L9
N 75'5147 E
16335
L 10
S 14°08'13" E
40.00'
L11
S 7551'47" W
20.00'
L 12
N 14°08'13" W
20.00'
L73
S 7551'47" W
140.04'
L 14
S 57°04 38" W
21.29'
L 15
S 72'10'42" W
5379'
L 16
S 76' 11 '05" W
192. 41 '
L 17
S 71 °38'44 " W
50.78'
L18
S 353823" W
68.77'
L 19
S 5334 35" W
60. 18'
L20
S 813247" W
45.67'
L21
N 75'51'47" E
60. 00'
L22
S 14' 14 31 " E
60. 00'
L23
S 75°51 47" W
60. 00'
L24
N 14' 14 31 " W
60. 00'
SCALE 1 " = 50'
0' 50' 100' 150'
LEGAL DESCRIPTION PROPOSED 40' x 40' LEASE AREA
A PROPOSED 40' x 40' LEASE AREA ON TAX MAP PARCEL 54-72A AS SHOWN IN
DEED BOOK 3390, AT PAGE 652 OF RECORD IN THE CLERK OF THE CIRCUIT
COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA, LYING ALONG THE EASTERLY RIGHT
OF WAY OF STATE ROUTE 690, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS,
BEGINNING AT A VDOT MONUMENT FOUND ALONG THE NORTHERLY BOUNDARY OF
N/F SAID TAX MAP PARCEL 55-14(SOUTH TRACT); SAID MONUMENT BEING N 55°28 29" W
BRIAN G. SCRUBY A DISTANCE OF 86.31' FROM AN IRON PIN FOUND; THENCE ALONG A TIE LINE
D.B. 1274, PG. 707 N 80°50'19" E A DISTANCE OF 797.45' TO A POINT BEING THE TRUE POINT AND
TMP 55-14 PLACE OF BEGINNING,
THENCE N
75°51'47" E A
DISTANCE OF 40.00'
TO A
POINT,
THENCE S
14°08'13" E A
DISTANCE OF 40.00'
TO A
POINT,
THENCE S
75°51 '47" W A
DISTANCE OF 40.00'
TO A
POINT -
THENCE N
14°08'13" W A
DISTANCE OF 40.00'
TO A
POINT,
WHICH IS
THE POINT OF BEGINNING, HAVING AN AREA
OF 1,600 SQUARE FEET OR
0.037 ACRES.
EXHIBIT NOTES
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1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474.
SURVEY DATE: OCTOBER 26, 2021.
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS
OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED
TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND
HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS.
3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT
MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF
UNDERGROUND UTILITIES.
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4. THIS EXHIBIT WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT
DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY.
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT-OF-WAY,
PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF
RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS.
7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN
FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE COMMUNITY NUMBER 51003C-0225 D, DATED FEBRUARY 4. 2005,
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8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS
NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT
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TOTALLY COMMITTED.
NReC ENOINEERRINO 1eOERVKM, LLC.
verizon%l
1831 RADY COURT
RICHMOND, VA 23222
NB&C #02671
EASEMENT EXHIBIT
SITE NAME: SCRUBY TIER III
PERSONAL WIRELESS FACILITY
7416 GREENWOOD STATION RD
GREENWOOD, VA 22943
ALBEMARLE COUNTY, VA
REVISIONS
2 1H6121 REDUCELEASEAREA F
1 0/29121 NEW SITE LOCATION F
0 11I1117 EASEMENT EXHIBIT F
EV DATE DESCRIPTION I
!�>N,TH of L
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OBERT T. WILLIAMS, JR.-
LIC. No. 002551
11-I6-2021
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DOausewa Consultants P.C.
Land Surveyors VAS
Po eax ,sods
CHESPPGKE, VA. 233]H
PHONE: 757-482-0474
Cuiv2W�v. ac 2.1
EASEMENT
EXHIBIT
EE-2
THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY
AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS.
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SCRUBY, BRIAN G SCRUBY, BRIAN GRAY
PO BOX 83 PO BOX 83
GREENWOOD VA, 22943 GREENWOOD VA, 22943
PARCEL ID: 05400-00-00-072TO PARCEL ID: 05500-00-00-01400
ZONING: RA ZONING: RA
AREA: N/A AREA: 1.04f ACRES
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'ONE RADIUS
GRAVEL
EXISTING
5S ROAD -
15 OF.
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TAF INVESTMENTS LLC
PO BOX 7886
CHARLOTTESVILLE VA, 22906
PARCEL ID: 05500-00-00-012BO
ZONING: RA
AREA: 34.78f ACRES
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GOLDEN MAGNOLIA LLC
200 SEVEN OAKS FARM
GREENWOOD VA, 22943
PARCEL ID: 05500-00-00-01500
ZONING: RA
AREA: 98.54f ACRES
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BURGHARDT, HOPE HADLEY TRUSTEE HOPE/HADLEY 1999 TRUST; GUARANTY SCRUBY, TIMOTHY MARK & SCRUBY,
OF THE HOPE HADLEY TRUST ETAL ATTN: ENTERPRISE TRUST ALICE ROWE
BURGHARDT LIVING TRUST PO BOX 8 8153 DICK WOODS RD
PO BOX 8 GREENWOOD VA, 22943 AFTON VA, 22920
GREENWOOD VA, 22943 PARCEL ID: 05400-00-00-071AO PARCEL ID: 05400-00-00-07100
PARCEL ID: 05400-00-00-074EO ZONING: RA ZONING: RA
ZONING: RA AREA: 0.57t ACRES AREA: 11.55f ACRES
AREA: 141.15t ACRES
VICINITY MAP
3{B1 �3470
5463 3{-fi0
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16i1 33-13 13-13A
�061g farm 346M �g4 34
5 66 \ 5463
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PROPERTY LINE
EXISTING — _
1.64 vVEgT _ . X
EAST �g10',9"
j.64
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N
OPERTY
LINE
PR
EXISTING
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SCRUBY, BRIAN GRAY
�C PO BOX 83 GREENWOOD VA, 22943
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PARCEL ID: 05500-00-00-01400
EXISTING TREE LINE (TYP) ZONING: RURAL AREAS
EXISTING FIELD ACREAGE: 44.73t ACRES /
(TYP) /
\
PROPOSED VERIZON WIRELESS 20' \
WIDE INGRESS/EGRESS AND
UTILITY ACCESS EASEMENT
EXISTING 12' WIDE PROPERTY
ACCESS DRIVE
EXISTING
WOODED AREA
EXISTING CATTLE GATE (TYP)
EXISTING ACCESS ENTRANCE
FA
EXISTING PRIVATE
DRIVEWAY
(T'P)
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PROPOSED VERIZON WIRELESS
40'X40' LEASE AREA FOR
EQUIPMENT COMPOUND & TOWER /
/
o \ EXISTING TREE LINE /
Z (TYP.) /
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\
r EXISTING BUILDING
TYP
GRAPHIC SCALE
} SITE PLAN 16 ° 8 16 32
SCALE: V=16'
v (IN FEET)
1 INCH = 16 FEET
64
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.
5. NO CRITICAL SLOPES ARE TO BE DISTURBED.
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: RURAL AREAS
DIMENSION
PROPOSED t
FRONT YARD SETBACK:
SIDE YARD SETBACK:
REAR YARD SETBACK:
194-2"'t
23'-8" t
1510-9"t
LOT AREA: 44.73t ACRES
(ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED)
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Call before you dig.
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TOTALLY COMMITTED
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NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
11111
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GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1
05/05/22
FINAL ZDs
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PRELIMINARY ZDs
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REV
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DESCRIPTION
BY
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„a Lie. No.0402052122
05/05/2022 wW�1
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LEGEND
PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
-••— EXISTING FENCE
- - — - - — PROPOSED EASEMENT
PROPOSED LEASE AREA
- - — - - — EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
CRITICAL SLOPES
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.
5. NO CRITICAL SLOPES ARE TO BE DISTURBED.
EXISTING 72' TREE
PROPOSED VERIZON EXISTING 87' TREE
WIRELESS 40'X40' LEASE
AREA FOR EQUIPMENT — — —
COMPOUND & TOWER /
PROPOSED 140' DESIGNED
FALL ZONE RADIUS
PROPOSED 12' WIDE
GRAVEL EXTENSION OF
EXISTING ACCESS ROAD
EXISTING 101 '
TREE
EXISTING CATTLE GATE TO BE
REPLACED WITH NEW GATE
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1a4k �` :"y ��STING PR INGRESS/EGRESS AND UTILITY ACCESS EASEMENT
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EXISTING 12' WIDE
PROPERTY ACCESS DRIVE
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EISTING ACC SS E TRANCE
1NV 761.14
GRAPHIC SCALE
EXISTING TOPO SITE PLAN 30 0 5 30 60
SCALE: 1 "=30'
(IN FEET)
1 INCH = 30 FEET
EXISTING 80' TREE
/ EXISTING 86' \ \
/ REFERENCE TREE
EXISTING 71 '
/ TREE
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TREE INVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(881)
UNKNOWN
24"
71'
744' AMSL
(883)
UNKNOWN
14"
86'
742' AMSL
(885)
UNKNOWN
12"
80'
741' AMSL
(887)
UNKNOWN
12"
87'
740' AMSL
(889)
UNKNOWN
12"
72'
740' AMSL
NOTES:
1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2. TREE DRIPLINES ARE DRAWN TO SCALE.
3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED
THIRD PARTY TOWER CLIMB.
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GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1
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DESCRIPTION
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05/05/2022 k/�•
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EXISTING TOPO
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GRAPHIC SCALE
300 0 150 300 600 1200
(IN FEET)
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ZONING MAP
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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.
5. ALBEMARLE COUNTY GIS IS THE SOURCE FOR TOPO LINES SHOWN.
LEGEND
PROPERTY LINE — SUBJECT PARCEL
PROPERTY LINE — ABUTTERS
EXISTING ROAD
EXISTING FENCE
— — — — — — — PROPOSED EASEMENT
PROPOSED LEASE AREA
— — — — — — — EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
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GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1 1 05/05/221 FINALZDs I KLB I
0 1 03/17/221 PRELIMINARYZDs I KLB I
REV I DATE I DESCRIPTION I BY
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JOHN A. DAUGHTREY III
e Lic. No. 0402052122
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VA PROFESSIONAL ENGINEER LIC. #052122
250001 TOPO
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1 COMPOUND PLAN
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GRAPHIC SCALE
4 0 2 4 8
(IN FEET)
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EXISTING 80
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PROPOSED ANTENNAS
(TYP. OF 6)
ELEV.=140' AGL
(880.8' t AMSL)
PROPOSED SITE PRO 1-COMPACT
MONOPOLE MOUNT
PART # UWS6-NP (TYP. OF 2)
PROPOSED RRHS
(TYP. OF 12)
PROPOSED OVP (TYP. OF 2)-
EXISTING
REFERENCE TREE
ELEV.=0.0' AGL
(743.0 AMSL
1-RING MOUNT
RT # UGLM-DCP
PROPOSED VERIZON HYBRID CABLES
PROPOSED 2' LIGHTNING ROD
(1" DIAMETER BASE, TAPERING TO A POINT)
PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO
SPAN THE TWO SITE PRO 1-COMPACT
MONOPOLE MOUNTS. PART # UWS6-NP
(TYP. OF 6)
PROPOSED
OVERALL TOWER HEIGHT
ELEV.=142
PROPOSED
AGL 882.8 AMSL
TOP OF TOWER
ELEV.=140
PROPOSED
AGL 880.8 AMSL
VERIZON RAD CENTER
ELEV.=136 AGL 876.8 AMSL
PROPOSED RRH MOUNT CENTERLINE
ELEV.=126 AGL 866.8 AMSL
PROPOSED OVP MOUNT CENTERLINE
ELEV.=118 AGL 858.8 1AMSL
PROPOSED 2" STD PIPES.
6' LONG. (TYP. OF 3)
NOTE:
ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE
FROM GROUND LEVEL TO ANTENNA ELEVATION
NOTE:
1. THE PROPOSED TOWER, TOWER MOUNTS, ANTENNAS & RRHs WILL
BE PAINTED THE COUNTY APPROVED COLOR SHERWIN WILLIAMS
JAVA BROWN #6090.
2. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH DESIGN
WITH LOW PROFILE MOUNTING BRACKETS. NO POINT ON THE BACK
OF ANTENNAS SHALL BE MORE THAN 18" FROM FACE OF
MONOPOLE.
3. PROPOSED ANTENNA MODEL: COMMSCOPE NHH-65C-R2B:
96.0"X11.9"X7.1" - 51.6 LBS-1142.4 SQ.IN.
4. THE MAXIMUM BASE DIAMETER OF THE MONOPOLE SHALL NOT
EXCEED 30" AND THE MAXIMUM DIAMETER AT THE TOP SHALL NOT
EXCEED 18".
AZIMUTHS TBD
PROPOSED VERIZON 140' MONOPOLE TOWER
LATITUDE: 38' 02' 41.1742" -1 lb
LONGITUDE:-78' 44' 55.9528" O II O N
(DESIGNED BY OTHERS.)
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PROPOSED
OUTDOOR
EQUIPMENT
1 ELEVATION 8
C 2 SCALE: 1/8" = 1'
PROPOSED CAISSON
FOUNDATION
(DESIGN BY OTHERS)
GRAPHIC SCALE
4 8 16
(IN FEET)
1 INCH = 8 FEET
32
EXISTING GRADE
ELEV. = 0.0' AGL
(740.8' AMSL)
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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.
5ED
)N ANTENNA
DF 6)
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)POLE MOUNT
ANTENNA ORIENTATION PLAN AT 136'
NTS
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120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
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1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1 1 05/05/22 1 FINAL ZDs 1 KL13
0 1 03/17/22 1 PRELIMINARY ZDs 1 KLB
REV I DATE I DESCRIPTION I BY
c ?1" 7
JOHN A. DAUGHTREY III
„a Lie. No. 0402052122
_0 05/05/2022 wW
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOWER ELEVATION
& NOTES
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15.88"
10.03"
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FRONT VIEW
SIDE VIEW
BOTTOM VIEW
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TRUE NORTH
15.73"
10.25"
RAYCAP OVP BOX #RHSDC-3315—PF-48
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(12 TOTAL ON TOWER)
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PART
PROPOSED RRH ORIENTATION PLAN — 126' RAD CENTER
NIS
PROPOSED 140'
MONOPOLE
PROPOSED VERIZON
WIRELESS OVP
(1 TOTAL ON TOWER)
SITE PRO 1-RING MOUNT
(PART # UGLM-DCP)
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NOTE: TOWER, MOUNTS AND APPURTENANCES TO BE PAINTED JAVA APPROX
BROWN TRUE NORTH
PROPOSED OVP ORIENTATION PLAN — 118' MOUNT CENTER
NTS
APPROX
TRUE NORTH
NOTE:
TWO OF THESE MOUNTS ARE REQUIRED FOR
THIS SITE. THE (6) 3.5" SCH. 40 X 18'
LONG PIPE MOUNTS ARE SOLD SEPARATELY.
THE PIPE MOUNTS WILL SPAN BETWEEN THE
TWO COMPACT MONOPOLE MOUNTS AS
SHOWN ON SHEET C-2
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-COMPACT MONOPOLE
MOUNT (PART # UWS6-NP) OR APPROVED EQUIVALENT
ANTENNA & RRH MOUNT DETAIL
SCALE:NTS
PROPO
6' L
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MOUNT
(PART # UGLM -DCP)
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
(PART # UGLM-DCP) OR APPROVED EQUIVALENT
7 OVP MOUNT DETAIL
C-3 SCALE:NTS
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REV I DATE I DESCRIPTION I BY
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JOHN A. DAUGHTREY III, P.E.
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MOUNT DETAILS
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BOARD -ON -BOARD
WOODEN FENCE
INTERMEDIATE,
GATE &
CORNER POSTS
(TYP-)
6" AASHTO
#57 CLEAN STONE
0
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GEOTEXTILE FABRIC
FENCE LINE
GRAVEL COMPOUND DETAIL
BOARD ON BOARD
8' WIDE GATE LEAF
1 5/8"0 PIPE
FRAME GATE
WITH MECHANISM
1 5/8"0 PIPE
FRAME GATE
WITH MECHANISM
GALVANIZED MUSHROOM STOP.
SEE 4/S-2 FOR DETAILS.
C4 EE..
8'-0" 8'-0"
16'-0" FRONT GATE
TYPICAL FENCE AND GATE DETAIL
NTS
8'-0" O.C. (MAX.)
2" GAP BETWEEN
WOOD PANEL AND GRAVEL
CONCRETE FOOTING
(4000 PSI O 28 DAYS,
PORTLAND CEMENT
CONCRETE)
6"X6" PRESSURE
TREATED WOOD POST
(TYP.)
1/2" CROWN FOR DRAINAGE
EXTEND STONE 1'-O"
BEYOND FENCE ON
ALL 4 SIDES
DRILLED PIER 4000 PSI
CONCRETE. EMBEDDED
PORTION OF ALL POSTS
SHALL BE GENEROUSLY
COATED WITH WOOD
PRESERVATIVE
UNDISTURBE[
SOIL
FENCE & GATE NOTES:
1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD
2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS
3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD
4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED
ACCESS TO TELECOM FACILITY.
MIP
STOCKADE
WOODEN FENCE
6' MAX
2 TYPICAL GATE DETAIL
S 1 NTS
(3) INDUSTRIAL MAI
IRON OFFSET PIN F
PER GATE PANEL
2X4 (TYP)
4'-6"
GALVANIZED
2-GANG METER BANK H-FRAME
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120 EASTSHORE DRIVE, SUITE 300
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804-5484079
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1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1 1 05/05/221 FINALZDs I KLB
0 1 03/17/221 PRELIMINARYZDs I KLB
REV I DATE I DESCRIPTION I BY
�o���PtiT H p p Gr�c
JOHN A. DAUGHTREY III
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
CONSTRUCTION
DETAILS
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RESERVED SPACE FOR
CHARLES CABINET
18"x18" HOFFMAN BOX
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
AS NEEDED ON THIS SIDE
MOUNT LIGHT SWITCH
W/ TIMER ON END POST
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
SWITCH/TIMER
CHARLES CUBE #RL1003C-A W/ HEAT
EXCHANGER (120V) W/ TRIPP-LITE
UPS PART #SM150ORMXL2UTAA INSIDE
18'k18" HOFFMAN BOX
10'
(H-FRAME W/ICE BRIDGE)
PROPOSED VERIZON
WIRELESS GPS ANTENNA
ATS/AC
ILC
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OVP 6 °
1 EQUIPMENT LAYOUT PLAN
S 2 NTS
PROPOSED VERIZON
WIRELESS GPS ANTENNA
REAR.
EQUIPMENT
H-FRAME POST #1
(4) 1"0 ANCHOR HOLES
FOR
6"X18" CONDL
STUB -UP OPENIP
EQUIPMENT
H-FRAME
POST #1
0
10'
(CONCRETE PAD)
PROPOSED VERIZON WIRELESS 4'X10'
CONCRETE PAD FOR EQUIPMENT
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PROPOSED EQUIPMENT CABINET
H—FRAME RISER DETAILS
NTS
FRONT
VERIZON WIRELESS EQUIPMENT:
- CHARLES INDUSTRIES CUBE-SS4B231PX2 EQUIPMENT
CABINET WITH BATTERY CABINET INCLUDED
CONTRACTOR PROVIDED EQUIPMENT:
* THIS IS NOT A COMPREHENSIVE LIST.
IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL
OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE
PROVIDED BY THE CONTRACTOR.
26.2" WIDE X 78" TALL X 12.3" DEEP, ASCO D300L SERIES
POWER TRANSFER LOAD CENTER MODEL AA30OG-1PH-N-3R -
INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK.
- 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES
CUBE-RL1003C-A W/ HEAT EXCHANGER (120V) W/
TRIPP-LITE UPS PART #SM1500RMXL2UTAA INSIDE
(ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY
COORDINATOR MUST VERIFY IF THIS IS NEEDED)
- RAYCAP OVP-6 (RCMDC-3315-PF-48)
- COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH
CONSTRUCTION MANAGER.
NOTES:
1. SEE SHEET E-1,E-2 & E-3 FOR
FOR CABLE/CONDUIT ROUTINGS.
2. BOTTOM OF OVPs SHALL NOT
EXCEED 36" ABOVE FINISHED GRADE.
EQUIPMENT
H-FRAME
POST #1
SWITCH/TIMER
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707ALLY CEO[M]MYTEDo
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-54&4079
verizonv
1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
05/05/22
FINALZDs
KLB
0
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03/17/22
PRELIMINARYZDs
KLB
RE)(
DATE
DESCRIPTION
BY
OF
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JOHN A. DAUGHTREY III
o Lic. No. 0402052122
LT 05/05/2022
ON
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EQUIPMENT
MOUNTING
DETAILS
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(SOIL SUMMARY) /
DYKE SILT LOAM, 2 TO 7 PERCENT SLOPES /
HYDROLOGIC SOIL GROUP: B /
/
LEGEND
---......
PROPOSED
TREE PROTECTION
----------------------------- EXISTING SOIL BOUNDARY
S
PROPOSED
CONSTRUCTION ENTRANCE
—••—••—••—••—••—••—••—••— PROPERTY LINE - SUBJECT PARCEL
CRS
PROPOSED
CONSTRUCTION ROAD
STBILIZATION
------------ XXX------------ EXISTING CONTOUR LINE
1
PS
PROPOSED
PERMANENT SEEDING
PROPOSED CONTOUR LINE
TS
PROPOSED
TEMPORARY SEEDING
PROPOSED FENCE
------------- PROPOSED LEASE AREA
_m--m--m--m--m—�—m_ PROPOSED LIMITS OF DISTURBANCE
—•—•—•—•—•—•—•—•— SF PROPOSED SILT FENCE
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PROPOSED TOPSOILING, TEMPORARY &
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NON —GRAVEL DISTURBED AREA. (SEE
SHEET ES-4 FOR DETAILS)
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120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
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 SOIL STOCKPILE AREA IS REQUIRED TO BE ON SITE. SEE 4/ES-3 FOR
MORE DETAILS. CONSTRUCTION MANAGER TO FIELD VERIFY PROPOSED z
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CONSTRUCTION ENTRANCE. (SEE (APPROX. = 360')
SHEET ES-3 FOR DETAILS) 9F
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DOWN SLOPES. (APPROX. = 150')
25C
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EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 10'-0"
(SOIL SUMMARY) /
T LOAM, 7 TO 15 PERCENT SLOPES
AYDROLOGIC,SOIL GROUP: B
(SOIL SUMMARY)
DYKE SILT LOAM, 2 TO 7 PERCENT SLOPES
HYDROLOGIC SOIL GROUP: B
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GRAPHIC SCALE
0 5 10 20
(IN FEET)
1 INCH = 10 FEET
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1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1
05/05/22
FINALZDs
KLB
0
03/17/22
PRELIMINARY ZDs
KLB
REV
DATE
DESCRIPTION
BY
7
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JOHN A. DAUGHTREY III
Lie. No. 0402052122
7�0 05/05/2022 w44.
�`�IDNAL
JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL &
GRADING PLAN
ES-1
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF MONOPOLE TOWER, 190' GRAVEL ACCESS DRIVE,
AND FENCED COMPOUND, ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 1,600
SQ.FT.; THE COMPOUND AREA IS 600 SQ.FT.; THE TOTAL DISTURBED AREA IS 5,400 SF.
EXISTING SITE CONDITIONS
THE EXISTING SITE CONDITIONS CONSIST OF OPEN PASTURE AND SPARSE WOODLANDS IN GOOD CONDITION. THE
GRADE SLOPES TO THE SOUTH EAST. OUR ACCESS ROAD EXTENDS AN EXISTING GRAVEL ACCESS ROAD THAT
CONNECTS TO GREEN WOOD DRIVE.
ADJACENT AREAS
THE ADJACENT AREAS ARE UNDEVELOPED WOODLANDS AND SINGLE FAMILY RESIDENTIAL HOMES. WITH OPEN
PASTURE TO THE NORTH EAST AND SOUTH WEST. THE SITE IS BOARDED BY INTERSTATE 64 TO THE NORTH
WEST AND GREENWOOD STATION ROAD TO THE WEST.
OFF -SITE AREAS
THERE ARE NO PROPOSED OFF -SITE AREAS ASSOCIATED WITH THIS PROJECT.
SOILS
(258) DYKE SILT LOAM - 2 TO 7 PERCENT SLOPES
25C DYKE SILT LOAM - 7 TO 15 PERCENT SLOPES
CRITICAL AREAS
THERE ARE NO CRITICAL AREAS ASSOCIATED WITH THIS PROJECT.
ESC MEASURES - STRUCTURAL PRACTICES
STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE 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), 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
BMPS
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 DEVELOPER/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/DEVELOPERS
REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL PRACTICES AT ALL TIMES.
9. THE DEVELOPERS/ DEVELOPERS 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.
SEEDING/ STABILIZATION SPECIFICATIONS
1.
TOPSOIL STOCKPILE PROTECTION
A.
APPLY
GROUND LIMESTONE AT A RATE OF
90LBS. PER
1000
SQ.FT.
B.
APPLY
FERTILIZER (10-20-10) AT A RATE
11LBS. PER
1000
SQ.FT.
C.
APPLY
PERENNIAL RYEGRASS SEED AT 170
LB. PER 1
ACRE.
AND ANNUAL RYEGRASS AT 170 LB. PER 1
ACRE.
D.
MULCH
STOCKPILE WITH STRAW OR HAY AT
A RATE OF
138 LBS. PER 1000 SQ.FT.
E.
PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE
STOCKPILE.
18.
TEMPORARY STABILIZATION SPECIFICATIONS
A.
APPLY
GROUND LIMESTONE AT A RATE OF
184 LBS.
PER 1000 SQ.FT.
B.
APPLY
FERTILIZER (10-20-10) AT A RATE
11 LBS.
PER 1000 SQ.FT.
C.
APPLY
PERENNIAL RYEGRASS SEED AT 170
LB. PER
1 ACRE. AND ANNUAL RYEGRASS AT 170 LB. PER 1
ACRE.
D.
MULCH
STOCKPILE WITH STRAW OR HAY AT
A RATE
OF 138 LBS. PER 1000 SQ.FT.
E.
APPLY
A LIQUID MULCH BINDER OR TACK TO STRAW
OR HAY MULCH.
19.
PERMANENT STABILIZATION SPECIFICATIONS
A.
APPLY
TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)
B.
APPLY
GROUND LIMESTONE AT A RATE OF 184
LBS. PER 1000 SQ.FT. AND WORK FOUR INCHES INTO
SOIL.
C.
APPLY
FERTILIZER (10-20-10) AT A RATE 11
LBS. PER 1000 SQ.FT.
D.
APPLY
HARD FESCUE SEED AT 20 LBS. PER 1
ACRE. AND CREEPING RED FESCUE SEED AT 20 LBS.
PER 1
ACRE. AND PERENNIAL RYEGRASS SEED
AT 20 LBS. PER 1 ACRE. AND TALL FESCUE SEED AT
20 LBS. PER 1 ACRE.
E. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 138 LBS. PER 1000 SQ.FT.
F. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
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 E.-
TM
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. D"
PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY LLl A W
CONSTRUCTION. z T07ALLY COM'1MYTEID
2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE U
z
SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO w
PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION NB+C ENGINEERING SERVICES, LLC.
OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO 120EAsrsHOREDRIVE, SUITE 300
ALLEN, VA
DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE GLE 804548-40793059
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 Q verizon%l WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12" U
IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON J
SATURATED OR FROZEN SURFACES. w Q 1831 RADY COURT
6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO RICHMOND, VA 23222
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 _o SCRUBY TIER III PERSONAL
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 Q WIRELESS FACILITY
SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT VERIZON RAW LAND
WITH A VIBRATORY ROAD ROLLER. 0GREENWOOD STATION ROAD
TOPSOIL SPECIFICATIONS Lu GREENWOOD, VA22943
1. TOPSOIL SPECIFICATIONS ALBEMARLE COUNTY
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. REVISIONS
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 C�
OWNER.
E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE DRAWINGS SHALL NOT C)
BE LOOSENED. �
F. THE LOOSE DEPTH OF THE CLASS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS THAN 6" IN MEDIANS: Z
AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO THE ELEVATIONS SHOWN ON THE DRAWINGS U
AFTER TOPSOIL SETTLES. IN NO CASE SHALL THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE �75
ELEVATION OF ADJACENT STRUCTURES. CONSOLIDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT w
STRUCTURES.
G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLODS, HARD LUMPS, AND STONES MORE THAN 1" IN THE GREATEST 1 05/05/22 FINAL ZDs KLB
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 0 03/17/22 PRELIMINARY ZDs KLB
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 REV DATE DESCRIPTION BY
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.
�A�TH OF G
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JOHN A. DAUGHTREY III
C/D
Lie. No.0402052122
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(D I I VA PROFESSIONAL ENGINEER LIC. #052122
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SEDIMENT CONTROL
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CONSTRUCTION OF A SILT FENCE
SUPPORT)(WITH WIRE
POSTS1. SET 1 . THE POSTS.
TRENCH UPOF SLOPE ALONG THE LINE
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3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE 1 EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
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EXTENSION OF 1 WIRE INTO THE TRENCH.
FILTER FABRIC
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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
STANDARD FILTER FABRIC FENCE SF
ES-3 NTS
(rip.)
STONE CONSTRUCTION ENTRANCE
L VDDT 01 1 I POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12- MIN.
" -.1 "V"' SECTION A -A
RE
SECTION B-B
EXISTING
PA V EMEN
5:1
MOUNTABLE BERM
(OPTIONAL)
7 IN.
EXISTING
PAVEMENT
BY MIN.
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
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 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop *'
20 lbs.
- Crownvetch "'
20 lbs.
150 lbs.
' Perennial Ryegrass will germinate faster and at lower soil temperatures than
fescue therebyproviding cover erosion
p g co n e and e os on 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 30 lbs./acre. All legume seed must be properly
inoculated. Weeping L.ovegrass 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
2 ROCK CONSTRUCTION ENTRANCE CE 3 PERMANENT SEEDING PS
ES-3 NTs ES-3 NTs
STAPLES X* DIA. 4"
(2 PEF
NATIM
(OPTIONAL)
\—STRAW BALE
PLAN (TYP•)
TYPE"ABOVE GRADE'
WITH STRAW BALES
NOTES:
LETTERS A MINIMUM
1.ACTUAL LAYOUT DETERMINED IN FIELD.
OF 5" IN HEIGHT
2.INSTALL CONCRETE WASHOUT SIGN (24"X24",
MINIMUM) WITHIN 30' OF THE TEMPORARY
'
CONCRETE WASHOUT FACILITY.
CONCRET
WASHOUT
3.TEMPORARY WASHOUT AREA MUST BE AT LEAST
50' FROM A STORM DRAIN, CREEK BANK OR
PERIMETER CONTROL.
4.CLEAN OUT CONCRETE WASHOUT AREA WHEN
50% FULL.
-.WASHOUT SIGN
DETAIL 5.THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE,
AND REGULAR CLEAN OUT.
HARE
BALE
(2 PER BALE)
SECTION B-B
6. SILT FENCE SHALL BE INSTALLED AROUND
PERIMETER OF CONCRETE WASHOUT AREA
EXCEPT FOR THE SIDE UTILIZED FOR
ACCESSING THE WASHOUT.
7.A ROCK CONSTRUCTION ENTRANCE MAY BE
NECESSARY ALONG ONE SIDE OF THE
WASHOUT TO PROVIDE VEHICLE ACCESS.
5 CONCRETE WASHOUT
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 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum)
May 1 - Aug 31 German Millet 50
(Setaria italica)
VESCH 3.31 TEMPORARY SEEDING
IS TEMPORARY SEEDING
ES-3 NTs (19
PLAN
in
EXIST. GRADE n
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 SIZE(S) 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.
4 1 TOPSOIL STOCKPILE AND MAINTENANCE
ES-3 ITS
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TOTALLY COMMITTED
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizonl/ I
1831 RADY COURT
RICHMOND, VA 23222
SCRUBY TIER III PERSONAL
WIRELESS FACILITY
VERIZON RAW LAND
GREENWOOD STATION ROAD
GREENWOOD, VA 22943
ALBEMARLE COUNTY
REVISIONS
1
05/05/22
FINAL ZDs
KLB
0
03/17/22
PRELIMINARY ZDs
KLB
REV
DATE
DESCRIPTION
BY
�or��
f
JOHN A. DAUGHTREY III
a Lie. No. 0402052122
05/05/2022 wW
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL DETAILS
ES-3