HomeMy WebLinkAboutSP202000012 Resubmittal 2020-11-11Know what's Deiow.
Call before you dig.
SITE INFORMATION
PROJECT DESCRIPTION:
SITE ADDRESS:
LATITUDE (NAD 83):
LONGITUDE (NAD 83):
EXISTING GROUND ELEVATION:
PROPOSED GROUND ELEVATION
JURISDICTION:
ZONING:
PARCEL ID:
PARCEL AREA:
PARCEL OWNER:
TOWER OWNER:
STRUCTURE TYPE:
HEIGHT OF TOWER:
OVERALL HEIGHT:
RAD CENTER:
TOTAL LEASE AREA:
DISTURBED AREA:
POWER PROVIDER:
TELCO PROVIDER:
INSTALLATION OF TELECOMMUNICATIONS TOWER
WITH ANTENNAS AND ASSOCIATED EQUIPMENT.
GREENWOOD STATION ROAD
(JUST SOUTH OF 1-64)
GREENWOOD, VA 22943
380 02' 38.9608"
-780 45' 04.8078"
773.5' (A.M.S.L.)
774' AT TOWER BASE
ALBEMARLE COUNTY
ENTRANCE CORRIDOR (EC)
& GREENWOOD AFTON RURAL HISTORIC DISTRICT
05400-00-00-072AO
1.0980 ACRES
SCRUBY, BRIAN G.
P.O. BOX 83
GREENWOOD, VA 22943
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23335
MONOPOLE
94' ±AGL
96' ±AGL
90' ±AGL
1600 SQ. FT.
3,900 SQ. FT.
DOMINION VIRGINIA POWER (888) 837-4966
VERIZON (800) 483-3000
EMERGENCY INFORMATION:
ALBERMARLE COUNTY FIRE & RESCUE: (434) 977-9041
ALBERMARLE COUNTY SHERIFF'S OFFICE: (434) 977-9041
CONSTRUCTION MANAGER:
PROJECT TEAM
TCM
DENNIS TUCK
804-347-6592
PROJECT MANAGEMENT FIRM: GDN
NATE HOLLAND
757-305-8420
ENGINEERING FIRM:
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE
SUITE 100
GLEN ALLEN, VA 23060
(804)548-4079
■
SITE NAME: SCRUBY PROPERTY
GREENWOOD STATION ROAD
(JUST SOUTH OF 1-64)
GREENWOOD, VA 22943
ALBEMARLE COUNTY
VICINITY MAP
SCALE: 1" = 3000'
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DIRECTIONS
FROM: 2501 GOODIES BRIDGE ROAD. EXIT THE GOODIES BRIDGE MSC PARKING LOT AND TURN RIGHT ONTO GOODIES BRIDGE
ROAD. TURN RIGHT ONTO US-360 E / HULL ST RD. TAKE RAMP RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY. TAKE
RAMP RIGHT AND FOLLOW SIGNS FOR VA-76-TOLL NORTH. KEEP LEFT TO STAY ON VA-76 N / BELTLINE EXPY. KEEP STRAIGHT
ONTO 1-195 N. TAKE RAMP FOR 1-64 W. AT EXIT 107, TAKE RAMP RIGHT FOR US-250 TOWARD CROZET / YANCEY MILLS. TURN
LEFT ONTO US-250 W / ROCKFISH GAP TPKE. TURN RIGHT ONTO GREENWOOD STATION RD. ARRIVE AT SITE 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
DRAWING INDEX
T-1 TITLE SHEET
EE-1 EASEMENT EXHIBIT
EE-2 EASEMENT EXHIBIT
Z-1 OVERALL SITE PLAN
Z-2 ENLARGED SITE PLAN
Z-3 TREE INVENTORY
Z-4 2.000' TOPO BOUNDARY
C-1 COMPOUND PLAN
C-2 TOWER ELEVATION DETAILS & NOTES
C-3 MOUNT DETAILS
S-1 CONSTRUCTION DETAILS
S-2 EQUIPMENT MOUNTING DETAILS
ES-1 EROSION & SEDIMENT CONTROL PLAN
ES-2 EROSION & SEDIMENT CONTROL NOTES
ES-3 EROSION & SEDIMENT CONTROL DETAILS 1
ES-4 EROSION & SEDIMENT CONTROL DETAILS 11
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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ALBEMARLE COUNTY
REVISIONS
8
11/02/20
REVISED
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6
10/08/20
REVISED
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5
06/11/20
REVISED
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4
06/09/20
FINAL
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04/24/20
REVISED
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04/14/20
REVISED
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DESCRIPTION
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TITLE SHEET
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LESSEE 94' MONOPOLE TOWER
LAT: 38°02'38.9608" /
LO N:78' 45' 04.8078" 64
GROUND ELEVATION 773.5' (NAVO 88)
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& UTILITY EASEMENT
TREE INVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(134)
OAK
18"
81,
856' AMSL
(136)
OAK
12"
55'
829' AMSL
(138)
PERSIMMON
20"
54'
1127' AMSL
Q40)
OAK
15"
69'
841' AMSL
(142)
OAK
C
66,
842' AMSL
(144)
OAK
20"
77'
1 852' AMSL
(146)
OAK
24'
77'
852' AMSL
(148)
DEAD OAK
14'
N/A
N/A
(149)
OAK
12'
84'
859' AMSL
(151)
PINE
14"
83'
858' AMSL
(155)
PINE
10"
86'
862' AMSL
(157)
PINE
10"
97'
872' AMSL
(159)
PINE
10"
82'
858' AMSL
(161)
PINE
14"
84'
860' AMSL
(163)
PINE
1O'
80,
856' AMSL
(165)
PINE
14"
86,
862' AMSL
(167)
CAN
15"
89'
864' AMSL
(169)
PINE
10"
64'
840' AMSL
(171)
PINE
8"
56,
832' AMSL
(173)
OAK
12"
75'
853' AMSL
(175)
PERSIMMON
12`
71'
848' AMSL
(177)
PINE
10"
81'
858' AMSL
(179)
OAK
12'
60'
837' AMSL
(181)
PINE
10"
64'
841' AMSL
(183)
OAK
16'
72'
849' AMSL
(1B5)
OAK
T"
73'
851' AMSL
(187)
OAK
127
76'
854' AMSL
(189)
PERSIMMON
W
87'
865' AMSL
-TOTAL TREES TO BE REMOVED: 9 TREES BE REMOVED
NOTES:
I. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2.TREE ORIPLINES ARE DRAWN TO SCALE.
3.UNDRLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A
THIRD PARTY TOWER CLIMB.
THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY
AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS.
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EASEMENT EXHIBIT
SITE NAME: MIRADOR
7416 GREENWOOD STATION RD
GREENWOOD, VA22943
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REVISE TARGET TREE
619120
ADDADJOININGR/W
1111117
EASEMENT EXHIBIT
DATE
DESCRIPTION
OBERT T. WILLIAMS, JR.-
LIC. No. 002551
10-21-2020
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THIS EXHIBIT DOES NOT CONSTITUTE A BOUNDARY SURVEY
AND IS FOR THE EXPRESS PURPOSE OF SHOWING PROPOSED LEASE AREAS.
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LEASE AREA
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LEGAL DESCRIPTION PROPOSED 20' UTILITY AND ACCESS EASEMENT
A PROPOSED 20' UTILITY AND ACCESS EASEMENT OVER AND ACROSS TAX MAP Na��C�
PARCEL 54-72A AS SHOWN IN DEED BOOK 3390, AT PAGE 652 OF RECORD UV w
THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA, LYING z TOTALLY COMMITTEDL
ALONG THE EASTERLY RIGHT OF WAY OF STATE ROUTE 690, BEING MORE z
PARTICULARLY DESCRIBED AS FOLLOWS; NReCENOINEERIN08ERVKMLM.
BEGINNING AT AN IRON PIN AT THE SOUTHWESTERLY MOST CORNER OF SAID TAX
NIF MAP PARCEL 54-72A; THENCE ALONG A TIE LINE N 0171'79" E A DISTANCE OF
SRIAN G. SCRUBY 3.38' TO A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING OF A
D.B. 1868, PG. 598 PROPOSED 20' ACCESS AND UTILITY EASEMENT'
TMP 54-72A
THENCE OVER AND ACROSS SAID TAX MAP PARCEL 54-72A FOLLOWING COURSES a ve rizo n
THENCE N O 1 °27'79'" E A DISTANCE OF 20.39' TO A POINT;
THENCE N 80°05 22" E A DISTANCE OF 32.06' TO A POINT, a 831 RADV COURT
THENCE N 63°22'76" E A DISTANCE OF 8. 13' TO A POINT, a RICHMOND, VA 23222
THENCE N 01 °20 26'" E A DISTANCE OF 71.43' TO A POINT,
THENCE N 90°00"00" E A DISTANCE OF 20.01' TO A POINT,
THENCE S 01 °20 26' W A DISTANCE OF 85..92' TO A POINT,
THENCE S 63°22'16" W A DISTANCE OF 25.09' TO A POINT;
THENCE S 80°0522" W A DISTANCE OF 38.93' TO A POINT WHICH IS THE TRUE o NB&Ct102671
a EASEMENT EXHIBIT
POINT AND PLACE OF BEGINNING, HAVING AN AREA OF 2,575 SQUARE FEET, <
0.059 ACRES o SITE NAME: MIRADOR
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LEGAL DESCRIPTION PROPOSED 40' x 40' LEASE AREA GREENWOOD, VA22943
A PROPOSED 40' x 40` LEASE AREA ON TAX MAP PARCEL 54-72A AS SHOWN ALBEMARLE COUNTY, VA
IN DEED BOOK 3390, AT PAGE 552 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 REVISIONS
/ DESCRIBED AS FOLLOWS,
BEGINNING AT A VDOT MONUMENT ALONG THE SOUTHERLY BOUNDARY OF SAID g
TAX MAP PARCEL 54-72A: THENCE ALONG A TIE LINE N 34°58'45" W A
DISTANCE OF 76.65' TO A POINT BEING THE TRUE POINT AND PLACE OF
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THENCE DUE NORTH A DISTANCE OF 40.00' TO A POINT,- o ivvil EASEMENTEXHIBIT RW
THENCE DUE EAST A DISTANCE OF 40.00 TO A POINT;REV DATE DESCRIPTION ev
THENCE DUE SOUTH A DISTANCE OF 40.00' TO A POINT, III
WHICH IS THE POINT OF BEGINNING, HAVING AN AREA OF 1,600 SQUARE FEET fH �F
OR 0.037 ACRES P yr^
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P.O.B. FOR LEASE AREA
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7-MP 55-15
RON PIN(F)
P.O.B. FOR ACCESS & UTILITY EASEMENT
N 07°21'1S" E 3.38'
(TIE LINE)
SCALE I" = 25'
025' 50' 75'
& UTILITY EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 0121'19" E
20.39'
L2
N 80°0522" E
52.06'
L3
N 63°22'16" E
S. 13'
L4
N 072026" E
71.43'
L5
N 90"00'00" E
20.01 '
L6
S 01'2026" W
83.92'
L7
S 63°22'16" W
2309'
L8
S 80°0522" W
38.98'
L9
DUE WEST
40.00'
L70
DUE NORTH
40.00'
L 11
DUE EAST
40.00'
712
DUE SOUTH
40.00'
EXHIBIT NOTES
1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474.
SURVEY DATE: MAY 24, 2017.
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC CPS
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.
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 ZONEX', ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL
FLOOD INSURANCE COMMUNITY NUMBER 51003C-0225 D, DATED FEBRUARY 4. 2005,
S. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS
NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT,
OBERT T. WILLIAMS, JR.-
LIC. No_ 002551
11-9-2017
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PRONE: 75-48P-0474
EASEMENT
II EXHIBIT
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12' WIDE
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SITE PLAN
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EXISTING CRITICAL
SLOPES PER
EXISTING CRITICAL
SLOPES PER
ALBEMARLE
COUNTY GIS
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EXISTG PR�PERP'
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ZONING MAP
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GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
l� 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
CRITICAL SLOPES
100 YEAR FLOOD PLAIN
\\\\\ WATER PROTECTION ORDINANCE BUFFER
NOTE:
BUILDING AND ELECTRICAL PERMITS ARE
REQUIRED FOR THE TOWER AND STRUCTURE
GREATER THAN 150 SQUARE FEET HOUSING
EQUIPMENT AND ELECTRICAL SERVICE.
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REVISIONS
8
11/02/20
REVISED
PJP
6
10/08/20
REVISED
PJP
5
06/11/20
REVISED
PJP
4
06/09/20
FINAL
CCC
3
05/22/20
REVISED
CCC
2
04/24/20
REVISED
CCC
1
04/14/20
REVISED
CCC
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04/08/20
PRELIMINARYZDs
CCC
REV
DATE
DESCRIPTION
BY
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PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
EXISTING FENCE
- - — - - — PROPOSED EASEMENT
- - — - - — PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
SETBACK NOTES:
1. RURAL AREAS - 75 FEET FRONT. 25 FEET SIDE. 35 FEET REAR.
2. 94' FOOT FALL ZONE - A ZONE ON THE SURFACE OF THE
GROUND THAT IS A CIRCLE WHOSE CENTER IS THE PROPOSED
PERSONAL WIRELESS SERVICE FACILITY (THE "FACILITY"), WHERE
THE RADIUS US MEASURED FROM THE OUTER SURFACE OF THE
FACILITY'S POLE OR OTHER VERTICAL STRUCTURE IMMEDIATELY
ABOVE ITS FOUNDATION, AND WHERE THE RADIUS IS: (1) FOR
FACILITIES, EQUAL TO THE HEIGHT OF THE FACILITY.
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REVISIONS
✓� A \ /1 8 11/02/20 REVISED PJP
0 6 10/08/20 REVISED PJP
0 5 06/11/20 REVISED PJP
W
4 06/09/20 FINAL CCC
3 05/22/20 REVISED CCC
LLI 2 04/24/20 REVISED CCC
I PROPOSED VERIZON 20'
ACCESS AND UTILITY
i / / 1 04/14/20 REVISED CCC
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EASEMENT \\ 0 04/08/20 PRELIMINARYZDs CCC
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REV DATE DESCRIPTION BY
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O JOHN A. DAUGHTREY III
Lic. No. 0402052122
CISp 11/02/2020
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PROPOSED 94'
FALL RADIUS
715
EXISTING
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EXISTING ACCESS
ENTRANCE WILL NOT
BE IMPROVEDLLI
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EXISTING ACCESS
FROM R. O. W. _ I I - 4z/ / /4
(TO BE UTILIZED - - I l / EXISTING TREE
, � LINE
GRAPHIC SCALE
ENLARGED SITE PLAN '° 5 20
Z-2 SCALE: 1" = 10' L —mm —m MENEMIM
(IN FEET)
1 INCH = 10 FEET
EXISTING GRA DEL
ACCESS DRIVE
40
CRITICAL SLOPES:
CRITICAL SLOPES DISTURBED: 340 S.F.
CRITICAL SLOPES TO BE ADDED: 940 S.F.
CRITICAL SLOPES TO REMAIN UNDISTURBED: 4240 S.F.
Know what's below.
Call before you dig.
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VA PROFESSIONAL ENGINEER LIC. #052122
ENLARGED
SITE PLAN
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EXISTIN(
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EXISTING ACCESS
FROM R. O. W.
(TO BE UTILIZED
TREE INVENTORY
Z-3 SCALE: 1" = 10'
GRAPHIC SCALE
10 0 5 10 20
(IN FEET)
1 INCH = 10 FEET
40
NOTE:
1. EXTREME CARE SHALL BE TAKEN NOT TO
DAMAGE EXISTING TREES THAT ARE TO REMAIN.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACEMENT OR COMPENSATION OF DAMAGED
T EES.
SITE SHALL BE MAINTAINED IN
CORDANCE WITH A TREE CONSERVATION
AN TO BE PREPARED BY A CERTIFIED
BORIST. AS REQUIRED BY
C.5.1.40(C)(4).
TRIM EXISTING BRANCHES THAT ENCROACH
-0 THE FENCED IN COMPOUND AREA.
TO BE RE1140VED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TOP BROKEN
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
LEGEND
PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
— - - — - - — PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
TREE INVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(134)
OAK
18"
94'
869' AMSL
(136)
OAK
72"
65'
839' AMSL
(138)
OAK
20"
76'
849' AMSL
(140)
POPLAR
15"
66'
839' AMSL
(142)
POPLAR
8"
60'
833' AMSL
(144)
OAK
20"
71'
845' AMSL
(146)
OAK
24 "
81 '
854' AMSL
(143)
DEAD OAK
14"
N/A
N/A
(149)
OAK
12"
61 '
835' AMSL
(151)
PINE
14"
83'
858' AMSL
(155)
PINE
10"
78'
852' AMSL
(157)
PINE
10"
79'
854' AMSL
(159)
PINE
10"
54'
828' AMSL
(161)
PINE
14"
86'
862' AMSL
(163)
PINE
10"
80'
856' AMSL
(165)
PINE
14"
79'
855' AMSL
(167)
OAK
15"
74'
850' AMSL
(169)
PINE
10"
40'
816' AMSL
(171)
PINE
8"
61'
836` AMSL
(173)
OAK
12"
95'
853' AMSL
(175)
OAK
12"
64'
842' AMSL
(177)
PINE
10"
77'
854' AMSL
(179)
OAK
12"
71'
848' AMSL
(181)
PINE
10"
80'
857' AMSL
(183)
POPLAR
16"
93'
870' AMSL
(185)
OAK
10"
77'
855' AMSL
(187)
OAK
12"
80'
859' AMSL
(189)
POPLAR
18"
87'
866' AMSL
(191)
POPLAR
6„
55'
823' AMSL
(193)
POPLAR
12
64'
837' AMSL
(195)
OAK
12"
62'
835' AMSL
(197)
HICKORY
8"
60'
833' AMSL
(199)
PINE
6"
59'
832' AMSL
(201)
PINE
611
67'
834' AMSL
(203)
OAK
10"
73'
846' AMSL
(205)
MAPLE
8"
58'
831' AMSL
(207)
OAK
16"
75'
845' AMSL
(209)
OAK
8"
62'
831' AMSL
(21 1)
OAK
10"
72'
842' AMSL
(213)
OAK
8"
64'
834' AMSL
(215)
OAK
74
68'
839' AMSL
(217)
OAK
14"
70'
841' AMSL
(219)
OAK
8"
64'
833' AMSL
(221)
OAK
12»
65'
834' AMSL
(223
HICKORY
811
62'
831' AMSL
(225)
OAK
10"
70'
841' AMSL
*TOTAL TREES TO BE REMOVED: (9)
NOTES:
1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2. TREE DRIPLINES ARE DRAWN TO SCALE.
3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY
A THIRD PARTY TOWER CLIMB.
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Call before you dig.
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4435 WATERFRONT DRIVE, SUITE 100
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REVISIONS
8
11/02/20 REVISED
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10/08/20
REVISED
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06/11/20
REVISED
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06/09/20
FINAL
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05/22/20
REVISED
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2
04/24/20
REVISED
CCC
0
1
04/14/20
REVISED
CCC
0
04/08/20
PRELIMINARYZDs
CCC
REV
DATE
DESCRIPTION
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TREE
INVENTORY
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SCALE: 1" = 300'
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4435 WATERFRONT DRIVE, SUITE 100
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GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF fo RECORD. SCRUBY PROPERTY
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM a VERIZON RAWLAND
THIS FACILITY. GREENWOOD STATION ROAD
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN LL (JUST SOUTH OF 1-64)
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. z
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4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE F--
WATER OR SANITARY SERVICE. C/D ALBEMARLE COUNTY
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
Know what's below.
Call before you dig.
REVISIONS
8
11/02/20
REVISED
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10/08/20
REVISED
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06/11/20
REVISED
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FINAL
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REVISED
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04/24/20
REVISED
CCC
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04/14/20
REVISED
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04/08/20
PRELIMINARYZDs
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DESCRIPTION
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Lic. No. 0402052122
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
25000' TOPO
BOUNDARY
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TREE #151
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PROPOSED VERIZON 3'
H-FRAME FOR 200A
UTILITY METER & ��
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PROPOSED VERIZON ICE
BRIDGE ABOVE H-FRAME
EQUIPMENT
PROPOSED VERIZON
3'-6"X8' CONCRETE
PAD FOR GENERATOR
PROPOSED VERIZON 94
MONOPOLE TOWER
PROPOSED VERIZON
12' WIDE ACCESS
GATE
PROPOSED 17%30"
FIBER HAND HOLE
LOCATED NEXT TO THE
MESA CABINET
40'
LEASE AREA
COMPOUND PLAN
C 1 SCALE: 3/8" = V-0"
PROPOSED 20'X30'
WOODEN FENCE
COMPOUND
PROPOSED VERIZON
FIBER CABINET
PROPOSED BOLLARD
(TYP. OF 2)
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20' WIDE ACCESS AND
UTILITY EASEMENT
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2 0 1 2 4 8
(IN FEET)
3/8 INCH = 1 FOOT
PROPOSED GRAVEL
SURFACING WITHIN
NEW COMPOUND
I
PROPOSED
TREE LINE
THE EXISTING UTILITY INFORMATION SHOWN REPRESENTS
THE BEST DATA AVAILABLE FROM EXISTING DOCUMENTATION
AND FIELD EVIDENCE. ALL LOCATIONS SHOULD BE
CONSIDERED APPROXIMATE, AND A FIELD INVESTIGATION
MUST BE PERFORMED IN THE VICINITY OF ANY
CONSTRUCTION ACTIVITIES. NOTE THAT THESE PLANS MAY
NOT SHOW ALL UTILITIES THAT ARE PRESE3NT AT THE SITE.
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4435 WATERFRONT DRIVE, SUITE 100
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GREENWOOD STATION ROAD
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REVISIONS
8
11/02/20
REVISED
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10/08/20
REVISED
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06/11/20
REVISED
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06/09/20
FINAL
CCC
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05/22/20
REVISED
CCC
LU
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04/24/20
REVISED
CCC
1
04/14/20
REVISED
CCC
0
04/08/20
PRELIMINARYZDs
CCC
REV
DATE
DESCRIPTION
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
11/02/2020
SSjCfVAL b` -
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
COMPOUND PLAN
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(858' t AMSL)
TOP OF PROPOSED VERIZON MONOPOLE
ELEV.=94' AGL
(868' t AMSL)
PROPOSED ANTENNAS
(TYP. OF 6)
PROPOSED SITE PRO 1-COMPACT
MONOPOLE MOUNT
PART # UWS6-NP (TYP. OF 2)
PROPOSED 700, 850, 1900,
& 2100 RRHS (TYP. OF 12)
PROPOSED OVP (TYP. OF 2)-
PROPOSED SITE PRO 1-RING MOUNT
PART # UGLM-DCP
EXISTING
REFERENCE TREE
(#151)
ELEV. =0.0' AGL
(775.0 AMSL)
PROPOSED VERIZON HYBRID CABLES
PROPOSED VERIZON 94' MONOPOLE TOWER
LATITUDE: 38' 02' 38.9608"
LONGITUDE:-78` 43' 04.8078"
(DESIGNED BY OTHERS.)
25' MAX
TO DRIP LINE OF REFERENCE TREE
PROPOSED
OUTDOOR
EQUIPMENT
ELEVATION 6
C_2 SCALE: 1/8" = 1'
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.=96
AGL 870
AMSL
PROPOSED
TOP OF
TOWER
ELEV.=94
AGL 868
AMSL
PROPOSED
VERIZON
RAD CENTER
ELEV.=90 AGL 864 AMSL
PROPOSED RRH MOUNT CENTERLINE
ELEV.=80 AGL 868 AMSL
PROPOSED OVP MOUNT CENTERLINE
ELEV.=72 AGL 862 AMSL
PROPOSED 2" STD PIPES.
6' LONG. (TYP. OF 3)
NOTE:
ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE
FROM GROUND LEVEL TO ANTENNA ELEVATION
PROPOSED CAISSON
FOUNDATION
(DESIGN BY OTHERS)
GRAPHIC SCALE
0 4 8 16
(IN FEET)
1 INCH = 8 FEET
32
PROPOSED GRADE
FI F\/ =774' AMCI
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".
PROPOSED 2' LIGHTNING ROD
(1" DIAMETER BASE, TAPERING PROPOSED OVERALL TOWER HEIGHT
TO A POINT) ELEV.=96 AGL 870 AMSL
TOP OF PROPOSED VERIZON MONOPOLE
ELEV.=94 AGL 868' AMSL)
PROPOSED VERIZON RAID CENTER
ELEV.=90' AGL (864' AMSL)
PROPOSED
ANTENNAS
(TYP. OF 6) PROPOSED 3.5" SCH 40 PIPES. 18' LONG
TO SPAN THE TWO SITE PRO 1-COMPACT
MONOPOLE MOUNTS. PART # UWS6-NP
(TYP. OF 6)
I
PROPOSED SITE PRO
PROPOSED RRH MOUNT CENTERLINE
ELEV.=80 AGL 868 AMSL
1-COMPACT
MONOPOLE MOUNT
PART # UWS6-NP
(TYP. OF 2)
PROPOSED 700,
I
850, 1900, &
2100 RRHS
A:-2F
I
(TYP. OF 12)
PROPOSED OVP MOUNT CENTERLINE
ELEV.=72 AGL 862 AMSL
PROPOSED OVP
(TYP. OF 2) I
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PROPOSED SITE PRO I
1-RING MOUNT PROPOSED 2" STD PIPES.
PART # UGLM-DCP 6' LONG. (TYP. OF 3)
2 ENLARGED ELEVATION
C_2 NTS
EXISTING GRADE
ELEV.=773.5' 862' AMSL
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.
AZIMUTHS TBD
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� NE901ma
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TOTALLY COMMITTED.
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NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
■
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Q 1831 RADY COURT
RICHMOND, VA 23222
z SCRUBY PROPERTY
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GREENWOOD STATION ROAD
(JUST SOUTH OF 1-64)
w GREENWOOD, VA 22943
u ALBEMARLE COUNTY
REVISIONS
8
11/02/20
REVISED
PJP
6
10/08/20
REVISED
PJP
Q
5
06/11/20
REVISED
PJP
U
LJJ
4
06/09/20
FINAL
CCC
z
3
05/22/20
REVISED
CCC
LU
2
04/24/20
REVISED
CCC
1
04/14/20
REVISED
CCC
0
04/08/20
PRELIMINARY ZDs
CCC
REV
DATE
DESCRIPTION
BY
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TOWER ELEVATION
& NOTES
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SIDE VIEW
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FRONT VIEW
WEIGHT = 62 LBS
SIDE VIEW
DUAL RRH 4T4R 135/1313 (REMOTE RADIO HEAD
NTS
-COMPACT
MOUNT (PART
PROPOSED RRH ORIENTATION PLAN - 80' RAD CENTER
NTS
PROPOSED 94'
MONOPOLE
(1 TOTAL ON TOWER)
0 1—RING MOUNT
d UGLM—DCP)
NOTE: TOWER, MOUNTS AND APPURTENANCES TO BE PAINTED JAVA
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PROPOSED OVP ORIENTATION PLAN - 72' MOUNT CENTER
NTS
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PROPOSED RRH ORIENTATION PLAN - 80' RAD CENTER
NTS
7-7/8"
LITHONIA LIGHTING OLW14
9 PROPOSED LIGHT DETAIL
C-3 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
a ANTENNA & RRH MOUNT DETAIL
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NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
MOUNT DETAILS
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#57 CLE,
GEOTEXTILE FABRIC
GRAVEL COMPOUND DETAIL
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BOARD —ON —BOARD BOARD ON BOARD
WOODEN FENCE 8' WIDE GATE LEAF
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FRAME GATE
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16`-0" FRONT GATE
3 TYPICAL FENCE AND GATE DETAIL
S-1 NTS
8'-0" O.C. (MAX.)
CONCRETE FOOTING
(4000 PSI ® 28 DAYS,
PORTLAND CEMENT
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6"X6" PRESSURE
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UNDISTURBED SOIL
2" GAP BETWEEN EXTEND STONE 1'—O"
WOOD PANEL AND GRAVEL BEYOND FENCE ON
ALL 4 SIDES
4PORTION
DRILLED PIER 4000 PSI
CONCRETE. EMBEDDED
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PRESERVATIVE
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.
MI
4—GANG METER BANK H—FRAME
NTS
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REV I DATE I DESCRIPTION I BY I
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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
EXCHANGER (120V) W/ TF
UPS PART #SM1500RMXL2UT/
18%18" HOFFMAN
1 O'
(H—FRAME W/ICE BRIDGE)
PROPOSED VERIZON
WIRELESS GPS ANTENNA
ATS/AC
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OVP 6
EQUIPMENT LAYOUT PLAN
NTS
REAR
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(CONCRETE PAD)
EQUIPMENT PROPOSED VERIZON WIRELESS 4'X10'
H—FRAME POST #1 CONCRETE PAD FOR EQUIPMENT
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H-FRAME RISER DETAILS
NTS FRONT
VERIZON WIRELESS EQUIPMENT:
— CHARLES INDUSTRIES CUBE—SS413231 PX2 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.
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REVISIONS
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REVISED
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DESCRIPTION
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Lic. No. 0402052122
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PROPOSED SILT FEND
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DYKE SILT LOAM
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AROUND DOWN SLOPE
2%-7% SLOPES
PROPOSED
DISTURBED AREA
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PROPOSED
VERIZON
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LEASE AREA
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TEMPORARY SOIL
PROPOSED TREE PROTECTION FENCE v � � v 773 pv g STOCKPILE AREA.
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APPROXIMATELY 50' OF PROPOSED
ACCESS ROAD AND TURN AROUND.
(APPROX. LENGTH: 240't) `\ �I I p /' /' / /' /' I ------
PROPOSED VERIZON 20WIDE
ACCESS AND UTILITY EASEMENT
PROPOSED 12'X70'
1 \ CONSTRUCTION ,/ , , ' , PROPOSED VERIZON 12' WIDE
ENTRANCE. I p r GRAVEL DRIVEWAY
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PROPOSED GRADE LINE
(TYP.)
PROPOSED
18" RCP
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PROPOSED OUTLET
PROTECTION (SEE SHEET
ES-4 FOR DETAIL)
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1 ) EROSION & SEDIMENT CONTROL PLAN
ES-1 SCALE: 1" = 10'-0"
GRAPHIC SCALE
10 0 5 10 20
(IN FEET)
1 INCH = 10 FEET
40
---------- 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 SOIL STOCKPILE AREA IS REQUIRED TO BE ON SITE. SEE 4/ES-3 FOR
MORE DETAILS. CONSTRUCTION MANAGER TO FIELD VERIFY PROPOSED
LOCATION.
• CRITICAL SLOPES DISTURBED = 340 S.F.
Know what's below.
Call before you dig.
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ALBEMARLE COUNTY
REVISIONS
8
11/02/20
REVISED
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10/08/20
REVISED
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06/11/20
REVISED
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06/09/20
FINAL
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04/24/20
REVISED
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04/14/20
REVISED
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04/08/20
PRELIMINARY ZDS
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REV
DATE
DESCRIPTION
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JOHN A. DAUGHTREY III
A Lic. No. 0402052122
'Po,s�/02/202�
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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 MONOPOLE TOWER, 90' 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 3,900 SF.
EXISTING SITE CONDITIONS
THE EXISTING SITE CONDITIONS CONSIST OF DENSE WOODS, SPARSE WOODLANDS AND OPEN SPACE IN GOOD AND
POOR CONDITION. THE GRADE SLOPES TO THE SOUTH WEST TOWARDS GREENWOOD STATION ROAD TO THE
WEST AND AN EXISTING GRAVEL ACCESS ROAD TO THE SOUTH. THE PROPOSED ACCESS DRIVE ENTRANCE
WILL BE ON THE EXISTING GRAVEL ACCESS DRIVE. THE IS AN APROXIMATELY 6' RIDGE ALONG THE GRAVEL
ACCESS DRIVE AND GREENWOOD STATION ROAD.
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
(25B) DYKE SILT LOAM - 2 TO 7 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 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: GRADING NOTES
1. THE OWNER/DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF 1. SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED Tm
THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES. EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT
2. THE OWNER/DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. Ir
COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01, PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY W NialimL
CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND CONSTRUCTION. W
CONSTRUCTION STANDARDS MANUAL SECTION 750.04. 0 TOTALLY COMMITTED.
3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND 2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE z
APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING. SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO W
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION NB+C ENGINEERING SERVICES, LLC.
AT ALL TIMES. OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO 4435 WATERFRONT DRIVE, SUITE 100
5. THE DEVELOPER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE GLEN AMEN, VA 23M
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE HAULED OFF SITE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE HAS
ALBEMARLE COUNTY. BEEN ESTABLISHED.
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 3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED
ACHIEVED. PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70%
7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS. PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT
8. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK OTHER MOVEMENTS.
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 4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND a verizom/
SEDIMENT CONTROL PRACTICES AT ALL TIMES. 5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT
9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12" U
MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON J
PARTICULAR: SATURATED OR FROZEN SURFACES.
a. CL
SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE Q 1831 RADY COURT
FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF 6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO RICHMOND, VA 23222
WAY TO THE TOP OF THE BARRIER. FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST,
b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS.
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 7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD, FROST, SNOW, OR ICE
MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL 8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN LOOSE DEPTH
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZED SHALL BE APPLIED WITH IN COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS.
LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE z SCRUBY PROPERTY
WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND 9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE 'SLOPES AND MARGINAL SUBGRADE, CLEAR, GRUB AND O
PARKING AREAS SHALL BE STABILIZED WITH SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED. SCARIFY ROAD AREA. INSTALL ONE LAYER OF GEO-TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN Q VERIZON RAWLAND
12. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER, INSTALL
MULCHED WITHIN FIVE DAYS AFTER BACKFILL SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT CE GREENWOOD STATION ROAD
13. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER WITH A VIBRATORY ROAD ROLLER. Q
GRADING. STRAW OR HAY MULCH IS REQUIRED. LL z
MAINTAINED ANMODIFIED DURING CONSTRUCTION ASREQUIRED (JUST SOUTH OF 1-64)
14. RMODIALL
STORM
SEWERSHALL PROTECTED BY INLET PROTECTION � GREENWOOD, VA 22943
15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY cn ALBEMARLE COUNTY
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. REVISIONS
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 8 11/02/20 REVISED PJP
SEDIMENT IS REMOVED IN THIS MANNER.
18. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 0 6 10/08/20 REVISED PJP
19. RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC.Ir
20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE O 5 06/11/20 REVISED PJP
PRESERVATIONS SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE U
PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN � 4 06/09/20 FINAL CCC
ENGLISH AND SPANISH EVERY 30 FEET.
21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS. 3 05/22/20 REVISED CCC
MAINTENANCE o 2 04/24/20 REVISED ccc
1 04/14/20 REVISED CCC
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 0 04/08/20 PRELIMINARYZDs CCC
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. REV DATE DESCRIPTION BY
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.
PITH OF
5. INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. Q
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. a 61
J �J
6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT SHALL Z 9
BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE. O JOHN A. DAUGHTREY III
0 A Lic. No. 0402052122
7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO THE W �r� 11/02/2020
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED, 1992.
O �sSICIVAI.'
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. Ir
W
18. TEMPORARY STABILIZATION SPECIFICATIONS W JOHN A. DAUGHTREY III, P.E.
A. APPLY GROUND LIMESTONE AT A RATE OF 184 LBS. PER 1000 SQ.FT. z
B. APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ.FT. 0 VA PROFESSIONAL ENGINEER LIC. #052122
C. APPLY PERENNIAL RYEGRASS SEED AT 170 LB. PER 1 ACRE. AND ANNUAL RYEGRASS AT 170 LB. PER 1 z
W
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 EROSION &
SOIL. J
C. APPLY FERTILIZER E SEE AT 0 L RATE 11 LBS. PER CREEPING
SQ.FT. ~ SEDIMENT CONTROL
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 W
20 LBS. PER 1 ACRE. W
E. MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 138 LBS. PER 1000 SQ.FT. NOTES
F. APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. CO
HAY BALE AND PLASTIC WASHOUT PIT
HAY BALE AND PLASTIC WASHOUT PIT TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10 Ir
MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHWATER TO ESCAPE. AFTER THE PIT IS W
USED TO WASH DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASHWATER HAS EVAPORATED m
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 z
TO BE REPAIRED AND RELINED WITH NEW PLASTIC. WHEN THE HARDENED SOLIDS ARE REMOVED FROM THE PIT. z
THE WASTE MATERIAL MUST BE RECYCLED OR DISPOSED OF AT AN APPROVE WASTE FACILITY. W ES=2
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
ES-3 NTS S F
TYPICAL ORIENTATION OF
TREA TMENT — 1
(SOIL STABILIZATION BLANKET)
SHALLOW
ON SHALLSLOPES, STRIPS OF
NETTING PROTECTIVE COVERINGS
MAY BE APPLIED ACROSS
THE SLOPE.
BERM
WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, -
BRING THE MATERIAL OVER THE BERM AND ANCHOR IT
BEHIND THE BERM.
I I
ON STELA SLOPES, APPLY
PROTECTIVE COVERING PARALLEL
TO THE DIRECTION OF FLOW
AND ANCHOR SECURELY,
BRING MATERIAL DOWN TO A LEVEL AREA BEFORE
:: Y:[
- •.
TERMINATING THE INSTALLATION. TURN THE END
.....•
"e;:i,
UNDER 4" AND STAPLE AT 127 INTERVALS.
IN DITCHES, APPLY PROTECTIVE COVERING
PARALLEL TO THE DIRECTION OF FLOW.
USE CHECK SLOTS AS REQUIRED. AVOID
JOINING MATERIAL IN THE CENTER OF
THE DITCH IF AT ALL POSSIBLE.
STONE CONSTRUCTION ENTRANCE
70' MIN, EXISTING
PAVEMENT
r A I 3' _
a
L VDOT k1 I I +� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
+ MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
IT MIN.
SECTION A —A
RE WiNKILtL 1.LNI:Nl1! YKXIry JrHLG
IN.
EXISTING
PAVEMENT
ID• MIN
SECTION B—B
BERM
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
2 ROCK CONSTRUCTION ENTRANCE
ES-3 NTS G E
TYPICAL TREATMENT- I
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
ANCHOR SLOT
NOTES
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 SO. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS h
CHECK SLOTS TO BE BURIED 6r TO 12•.
12" MAX. 4:1 OR FLATTER
Or MAX. STEEPER THAN 4.1 � I
JUNCTION SLOT
EDGE AND END JONTS I I I
CHECK SLOT " TO BE SNUGLY ABUTTED
(JUTE MESH WILL HAVE {
TERMINAL FOLD STAPLED LAP JOINT IN
LIEU OF EDGE JOINT)
LAP JOINT 2" MIN.
TAMP FIRMLY fJurE MESH ONLY) I I
ANCHOR
SLOT 5' MAX. 4:1 OR FLATTER
3' MAX. STEEPER THAN 4:1
I RIN� 1
T F6.
To I I
I I I I
7 TAMP CHECK SLOT
FIRMLY �—
5 TO 12"
`CHECK SLOT
1 1 I
---M� �— 1" TO 2" I 1
f VAR. VAR.
TO
6 TO Er MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM NO.11 STEEL WIRE '*CHECK SLOTS
b0• C-C INTERR MIN.VALS;
8" STAPLE MIN. LENGTH FOR SANDY SOIL. NnT aa0 •n wrrH All
JUNCTION SLOT TAMP
�. --
2- FIRMLY
S• TO 12'
1�
VESCH 3.36-1 SOIL STABILITY & BLANKET MATTING
s SOIL STABILITY & BLANKET MATTING
ES-3 NTS
TERMINAL FOLD
r
- TAMP FIRMLY
Air
{r 2"
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
L VDOT k1 I I +� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
+ MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
IT MIN.
SECTION A —A
RE WiNKILtL 1.LNI:Nl1! YKXIry JrHLG
IN.
EXISTING
PAVEMENT
ID• MIN
SECTION B—B
BERM
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
2 ROCK CONSTRUCTION ENTRANCE
ES-3 NTS G E
TYPICAL TREATMENT- I
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
ANCHOR SLOT
NOTES
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 SO. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS h
CHECK SLOTS TO BE BURIED 6r TO 12•.
12" MAX. 4:1 OR FLATTER
Or MAX. STEEPER THAN 4.1 � I
JUNCTION SLOT
EDGE AND END JONTS I I I
CHECK SLOT " TO BE SNUGLY ABUTTED
(JUTE MESH WILL HAVE {
TERMINAL FOLD STAPLED LAP JOINT IN
LIEU OF EDGE JOINT)
LAP JOINT 2" MIN.
TAMP FIRMLY fJurE MESH ONLY) I I
ANCHOR
SLOT 5' MAX. 4:1 OR FLATTER
3' MAX. STEEPER THAN 4:1
I RIN� 1
T F6.
To I I
I I I I
7 TAMP CHECK SLOT
FIRMLY �—
5 TO 12"
`CHECK SLOT
1 1 I
---M� �— 1" TO 2" I 1
f VAR. VAR.
TO
6 TO Er MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM NO.11 STEEL WIRE '*CHECK SLOTS
b0• C-C INTERR MIN.VALS;
8" STAPLE MIN. LENGTH FOR SANDY SOIL. NnT aa0 •n wrrH All
JUNCTION SLOT TAMP
�. --
2- FIRMLY
S• TO 12'
1�
VESCH 3.36-1 SOIL STABILITY & BLANKET MATTING
s SOIL STABILITY & BLANKET MATTING
ES-3 NTS
TERMINAL FOLD
r
- TAMP FIRMLY
Air
{r 2"
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
0-100/0
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 ft.
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, thereby providing cover and erosion resistance for seedbed.
"* Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May15th ....................
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 P S
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug 31
Species
50150 Mix of
Annual Ryegrass
(Lolium multi-florum
&
Cereal (Winter) Rye
(Secale cereale)
Annual Ryegrass
(Lolium multi-florum)
German Millet
(Setaria italica)
Rate
lbs. acre
50 - 100
50
VESCH 3.31 TEMPORARY SEEDING
s TEMPORARY SEEDING
ES-3 NTS TS
PLAN
10
EXIST. GRADE
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
0
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.
4 TOPSOIL STOCKPILE AND MAINTENANCE
ES-3 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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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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JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
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CONTROL DETAILS 11
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EXISTING
GRADE
GRASS LINED DITCH
WITH E&S BLANKET
MATTING (TREATMENT 2)
3%
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COMPACTED 6" DEPTH OF FULLY GRADED CRUSHED 1"STONE 4" DEPTH OF COARSE
SUBGRADE AND SMALLER MIXED WITH DIRT AND FINES AGGREGATE 2"-3" STONE
(CRUSHED AGGREGATE BASE COARSE OR CABC). (AASHTO #5 OR RAILROAD
BALLAST)
NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FREE OF FROZEN PARTICLES,
ORGANIC MATTER, CLAYED MATERIAL AND ROCK PARTICLES GREATER THAN 12" IN ANY DIRECTION.
2. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 12".
3. DITCH
3.1.DITCH SHALL BE CONSTRUCTED FREE OF SEDIMENT, TREE ROOTS, STUMPS OR OTHER PROJECTIONS THAT WILL IMPEDE NORMAL
CHANNEL FLOW AND/OR PREVENT GOOD LINING TO SOIL CONTACT.
4. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US 200 AND TENCATE 160N. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE.
PROPOSED GRAVEL DRIVE TYPICAL SECTION
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BACKFILL AND HAND TAMP WITH CLEAN,
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1.1. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US
250 AND TENCATE: MIRAFI 550X. CONTRACTOR MAY SUBMIT DESIGN
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EROSION &
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CONTROL DETAILS II 1
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