HomeMy WebLinkAboutSDP202200040 Plan - Approved 2022-09-27SITE INFORMATION
PROJECT DESCRIPTION:
SITE ADDRESS:
LATITUDE (NAD 83):
LONGITUDE (NAD 83):
GROUND ELEVATION:
JURISDICTION:
ZONING:
PARCEL ID:
PARCEL AREA:
TOTAL AREA OF DISTURBANCE
PARCEL OWNER:
TOWER OWNER:
STRUCTURE TYPE:
OVERALL TOWER HEIGHT:
HEIGHT OF STRUCTURE:
RAID CENTER:
TOTAL LEASE AREA:
POWER PROVIDER:
TELCO PROVIDER:
INSTALLATION OF TELECOMMUNICATIONS TOWER
WITH ANTENNAS AND ASSOCIATED EQUIPMENT.
BURCHS CREEK RD
BATESVILLE, VA 22924
370 59' 58.4690"
-780 43' 09.3431"
732.5' (A.M.S.L.)
ALBEMARLE COUNTY
RA - RURAL AREAS
07200-00-00-03200
1,046.98 ACRES
4,440 SQ. FT.
MILLER SCHOOL OF ALBERMARLE
1000 SAMUEL MILLER LOOP
CHARLOTTESVILLE. VA 22903
VERIZON WIRELESS
1831 RADY COURT
RICHMOND. VA 23335
MONOPOLE
87.5'
83.5'
2,500 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
PROJECT TEAM
CONSTRUCTION MANAGER:
PROJECT MANAGEMENT FIRM
ENGINEERING FIRM:
TCM
MIKE REYNOLDS
(434)841-0752
GDN
NATHAN HOLLAND
(757) 8420
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE
SUITE 300
GLEN ALLEN, VA 23059
(804) 548-4079
m
SITE NAME: BATESVILLE
BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
VICINITY MAP
•'r
z
a SGrro4; D! '
,r
h
SITE
A
�-
l3 4.
r r
o'
O
z
w
r,
.U'
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. USE THE RIGHT LANE TO MERGE ONTO VA-150 N/CHIPPENHAM PKWY VIA THE RAMP TO
1-95 N/POWHITE PKWY. MERGE ONTO VA-150 N/CHIPPENHAM PKWY. USE THE RIGHT 2 LANES TO MERGE ONTO VA-76
N/POWHITE PKWY. KEEP LEFT AT THE FORK TO CONTINUE ON VA-76 N, FOLLOW SIGNS FOR INTERSTATE 195 N/INTERSTATE
64 W/INTERSTATE. 95 N/CHARLOTTESVILLE/WASHIGNTON. CONTINUE ONTO 1-195 N. USE THE LEFT 2 LANES TO TAKE THE 1-64
W EXIT TOWARD CHARLOTTESVILLE. MERGE ONTO 1-64. TAKE EXIT 167 FOR VA-617 TOWARD OILVILLE/GOOCHLAND. TURN
RIGHT ONTO STATE RTE 617/OILVILLE RD. TURN LEFT ONTO STATE RTE 702/PONY FARM RD. TURN LEFT AT THE ACCESS
ROAD LABELED 1975 PONY FARM ROAD. AFTER APPROXIMATELY 0.5 MILES THERE WILL BE A T INTERSECTION. CONTINUE
STRAIGHT ON THE ACCESS ROAD (DO NOT TURN RIGHT AT THE INTERSECTION). CONTINUE APPROXIMATELY 0.65 MILES
ALONG THE ACCESS ROAD TO THE SITE.
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2015 INTERNATIONAL BUILDING CODE • 2015 VIRGINIA CONSTRUCTION CODE
• 2014 NATIONAL ELECTRICAL CODE • ANSI/TIA-222-G
• 2015 NFPA 101, LIFE SAFETY CODE • TIA 607
• 2015 IFC • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• AMERICAN CONCRETE INSTITUTE • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • TELECORDIA GR-1275
• MANUAL OF STEEL CONSTRUCTION 14TH EDITION • ANSI/T 311
Know what's Dem.
Call before you dig.
DRAWING INDEX
T-1 TITLE SHEET
EE-1 EASEMENT EXHIBIT
TM
WE
w_
w
TOTALLY COMMITTED
z
w
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizonv#1
J
d
Q 1831 RADY COURT
RICHMOND, VA 23222
z
0 BATESVILLE
VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
z BATESVILLE, VA 22924
ALBEMARLE COUNTY
coV
EE-2 EASEMENT EXHIBIT
EE-3 EASEMENT EXHIBIT
Z-1 SITE PLAN REVISIONS
Z-2 ADJACENT PROPERTIES
Z-3 TREE INVENTORY
Z-4 ENLARGED SITE PLAN
Z-5 TOPOGRAPHICAL FEATURES MAP
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 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
w
O
U
LU
Ir
z^^
Vl
wQ 2 05/31/22 REVISED KLB
1 11/01/21 FINALS KLB
0
10/18/21
PRELIMINARY ZDs
KLB
REV
DATE
DESCRIPTION
BY
7,LTH OF G
� r
z oIA
O JOHN A. DAUGHTREAY III
C/) Lie. No.0402052122
vC7022U) 0514
OINAL v
LL
m II
w
w JOHN A. DAUGHTREY III, P.E.
z
(_D 1 1 VA PROFESSIONAL ENGINEER LIC. #052122
n
w
J
TITLE SHEET
w
w
cn
w
w
T=1
w
C!J
I \
\ 25 \ 24 I
1 27 23 \
� s
x I I I �♦
q
zUJ
F
28
\ 29 � 22 /
21 /J 30
1/
1 �
\ \ 1 31
/ \ \ 20
` NSF 19 \
I � �
32 MILLER SCHOOL OF ALBEMARLE
1576 BURCHS CREEK ROAD
\ APN#- 72-32
ZONING: RA
AREA. 1,046.98 ACRES
/ I
\ \ / 05
`�
I
/ 1
35 /PROPOSED VERIZON
EQUIPMENT WITHIN A
50'x5O' LEASE AREA `♦ �� /
PROPOSED 87.5' v. /
MONOPOLE �� 100� i "N �� I
PE (TyP) ' � 5 / 6 ` 36 �pQ /
1 7� Q ,
0
ERTM LINE
EXISTING P�Opp
' I\ ♦ '(0��
EXISTING 4 \ /\
n BUILDING / / \ /
TYP VNb
8 /00000
�� / � I► ` / 18
16
SITE PLAN 500
Z 1 SCALE: 1" = 500'
GRAPHIC SCALE
0 250 500 1000 2000
(IN FEET)
11NCH = 500 FEET
ZONING MAP
72-35
c5 0
9D T ~ i DI K 637 RD v
J
e% \"'
71.56 �\y 7Y-15
i MECHUMS pl
71-291 .3
635 72-3j
7,-s7 a
7126 a7,3 SIT
aiA
71-26Bi 71
P�71-268 7,..r,
A-„ A t'. .f
A-1285A-j2A1 ." 6-1.
'8fA-2-222 27B
- RIR5A �AJ S 7f�_ �C7
0 85 �y�A�23996333^-,--- &5-2�A1f 2-7H -i6A s Q
S�sBatesville85-xsA2 85-27c
.�►!� A/\ 85-20 85-29 85.29A4 86,1- n
-5A 3A5A-J AS. .. i _:
If
ZONING COLOR CODE
RED: BUSINESS/COMMERCIAL WHITE: RURAL PRESERVATION
BLUE: INDUSTRIAL LIGHT GREEN: PLANNED MIXED USE
YELLOW: RESIDENTIAL/LOW DENSITY DEVELOPMENT
PURPLE: PLANNED RESIDENTIAL
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. ELECTION DISTRICT: MATTAPONI DISTRICT.
LEGEND
PROPERTY LINE — SUBJECT PARCEL
w
LJ
z
z
LLJ
0
CL
O
LJ
Ir
z
O
LU
Q
,M
TOTALLY COMMITTED
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizom'
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2 1 05/31/22 I REVISED I KLB
PROPERTY LINE — ABUTTERS 11 1 1 1 1 1 11/01/21 I FINALS I KLB
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING OVERHEAD UTILITY LINES
EXISTING BUILDING
ZONING
INFORMATION
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA
DIMENSION
PROPOSED t
FRONT YARD SETBACK:
SIDE YARD SETBACK:
REAR YARD SETBACK:
85'-6"t
195'-8"t
9083'-0"t
LOT AREA: 1,046.98 t ACRES
(ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED)
•
Know what's Deiow.
Call before you dig.
Q
Q
z
O
co
ILL
Ir
a_
CE
LJJ
LLJ
z
z
LLJ
LLJ
J
w
LLI
0"
LLJ
C0
z
Ll
LLI
0 1 10/18/21 1 PRELIMINARY ZDs I KLB
REV I DATE I DESCRIPTION I BY
OF G7��
r
C
JOHN A. DAUGHTREY III
Lic. No. 0402052122
05/31/2022
1�,SIONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
SITE PLAN
Zmi
ADJACENT PROPERTIES
TM
1
OWNER:
WOODBURY, JEFFEREY T OR RYAN P
ADDRESS:1524
BURCHS CREEK ROAD
APN:
85A-24
ZONING:
RA
AREA:
3.32
2
OWNER:
GARY, EMILY G.
ADDRESS:1519
BURCHS CREEK ROAD
APN: 85-25
ZONING:
RA
AREA:
2.49
3
OWNER:
WILLIAM, MATTHEW HILDERBRAND
ADDRESS:1593
BURCHS CREEK ROAD
APN:
85-276
ZONING:
RA
AREA:
2.0
4
OWNER:
R A YANCEY LUMBER CORP
ADDRESS:
N/A
APN:
85-27A
ZONING:
RA
AREA:
51.50
5
OWNER:
DONNA D CONLEY
ADDRESS:1638
MILLER SCHOOL ROAD
APN: 71-60A
ZONING:
RA
AREA:
6.74
6
OWNER:
KRAG, JAMES L OR LINDA B
ADDRESS:1618
MILLER SCHOOL ROAD
APN: 71-606
ZONING:
RA
AREA:
2.68
7
OWNER:
DOUGHERTY, PATRICIA L
ADDRESS:1653
MILLER SCHOOL ROAD
APN: 86-1 B
ZONING:
RA
AREA:
2.0
8
OWNER:
CUNNINGHAM, PATTERSON, TRUSTEE OF THE
PATTERSON CUNNINGHAM TRUST
ADDRESS:1293
POUNDING CREEK ROAD
APN: 85-27G
ZONING:
RA
AREA:
104.71
9
OWNER:
BARNETT, RUBY L.
ADDRESS:1247
POUNDING CREEK ROAD
APN:
86-10A
ZONING:
RA
AREA:
2.08
10
OWNER:
BREEDEN, LINDA MARIE OR RUBY L. BARNETT
ADDRESS:1249
POUNDING CREEK ROAD
APN: 86-10
ZONING:
RA
AREA:
2.50
11
OWNER:
YANCY, RICHARD A JR. ; E. D. B. YANCY &
RAY II
LLC
ADDRESS:
N/A
APN: 86-02
ZONING:
RA
AREA:
3.56
12
OWNER:
BLUEGILL HOLDINGS, LLC
ADDRESS:
N/A
APN:
86-04F
ZONING:
RA
AREA:
23.30
13
OWNER:
R. A. YANCY LUMBER CORP
ADDRESS:1256
POUNDING CREEK ROAD
APN:
86-18
ZONING:
RA
AREA:
0.50
14
OWNER:
LEHIGH, MATTHEW SCOTT
ADDRESS:1245
POUNDING CREEK ROAD
APN:
86-19
ZONING:
RA
AREA:
2.12
15
OWNER:
ISRAEL'S GAP COMMUNITY FUND LLC & STEVEM
MORALES
ADDRESS:
N/A
APN:
86-17
ZONING:
RA
AREA:
427.63
16
OWNER:
YANCY, R. A. JR.
ADDRESS:
N/A
APN:
86-17A
ZONING:
RA
AREA:
47.0
17
OWNER:
MILLER SCHOOL OF ALBERMARLE, THE
ADDRESS:
N/A
APN:
86-20
ZONING:
RA
AREA:
7.0
18
OWNER:
H & S PROPERTIES LLC
ADDRESS:
976 POUNDING CREEK ROAD
APN:
72-32A
ZONING:
RA
AREA:
184.2
19
OWNER:
CLARK, STEVEN E.
ADDRESS:
5511 DICK WOODS ROAD
APN:
72-33
ZONING:
RA
AREA:
3.24
20
OWNER:
H & S PROPERTIES, LLC
ADDRESS:
5390 DICK WOODS ROAD
APN:
72-54
ZONING:
RA
AREA:
265.75
21
OWNER:
TAYLOR, EDWARD F JR. OR PHYLLIS
ADDRESS:
5648 DICK WOODS ROAD
APN:
72-35
ZONING:
RA
AREA:
95.48
22 OWNER: CLAYTON, CLARENCE W. JR. & BETTY J., TRS; CE
CLARENCE & BETTY CLAYTON REV LIV TR. w
LLj
ADDRESS: 7253 DICK WOODS ROAD
APN70
7QLLY COMM177M
ZONING: RA
AREA: 6.02 LL J
NB+C ENGINEERING SERVICES, LLC.
23 OWNER: FARINA, LOUIS D. OR CAROLYN D. 120 EASTSHORE DRIVE. SUITE 300
ADDRESS: 5758 LAYLA LANE GLE 804548- 0793059
APN: 72-27A1
ZONING: RA
AREA: 16.13
24 OWNER: FARINA, LOUIS D. OR CAROLYN D.
ADDRESS: N/A
APN: 72-27
ZONING: RA
AREA: 5.0
25 OWNER: WADE, ELEANORE T. U verizom'
ADDRESS: N/A
APN: 72-31
ZONING: RA J
AREA: 7.29 w
Q 1831 RADY COURT
26 OWNER: WADE, ELEANORE T.
RICHMOND, VA 23222
ADDRESS: N/A
APN: 72-29
ZONING: RA
AREA: 1.33
27 OWNER: CROZET SPORTMANS CLUB
ADDRESS: 894 MILLER SCHOOL ROAD
APN: 72-10A
ZONING: RA Z
AREA: 58.43 o BATESVILLE
28 OWNER: 71-49 VERIZON NEW BUILD
ADDRESS: 1111 19 MILLER SCHOOL ROAD
APN7o 1516 BURCHS CREEK RD
ZONING:
AREA: 56.50 z BATESVILLE, VA 22924
ALBEMARLE COUNTY
29 OWNER: DOLLINS, ROBERT ANDREW UD
ADDRESS:5944 DICK WOODS ROAD
APN: 71-53
ZONING: RA
AREA: 11.78
30 OWNER: DOLLINS, ROBERT ANDREW REVISIONS
ADDRESS: N/A
APN: 71-50
ZONING: RA
AREA: 47.0
31 OWNER: BALLARD, DANIEL M. OR MARGARET H.
CC
ADDRESS:1075 BURCHS CREEK ROAD 0
APN: 71-54 U
ZONING: RA w 7
AREA: 12.23
cr-
z
0
32 OWNER: KUIKEN, CHRISTINE AUSTIN w 2 05/31/22 REVISED KLB
ADDRESS:1079 BURCHS CREEK ROAD
APN: 71-56 0
ZONING: RA 1 11/01/21 FINALS KLB
AREA: 32.30
33 OWNER: R.A. YANCEY LUMBER CORP. 0 10/18/21 PRELIMINARY ZDs KLB
ADDRESS: N/A
APN: 71-58 REV DATE DESCRIPTION BY
ZONING: RA
AREA: 24.75
34 OWNER: DOIG, POLLY DAVIS
ADDRESS:1429 BURCHS CREEK ROAD
APN: 71-60
ZONING: RA w
AREA: 3.24 �LTH OF
35 OWNER: BROWN, , L. YONS III, LIFE ESTATE & J
SUSANNA S. BROWN, TRUSTEE
ADDRESS:1500 BURCHS CREEK ROAD Z
APN: 71-261211
JOHN A. DAUGHTREY III
ZONING: RA � a Lin. No.04o2052122
AREA: 70.66
c!J 05/31/2022 �
36 OWNER: MILLER SCHOOL OF ALBERMARLE THE �sStONAL
ADDRESS: N/A
APN: 72-32E
ZONING: RA
AREA: 0.23
37 OWNER: MILLER SCHOOL OF ALBERMARLE THE
ADDRESS: N/A
APN: 72-32D
ZONING: RA
AREA: 0.23
LLJ
w JOHN A. DAUGHTREY III, P.E.
z
VA PROFESSIONAL ENGINEER LIC. #052122
Z
w
Know what's below.
Call before you dig.
w
LL
m
z
W
w
CUB
ADJACENT
PROPERTIES
Z=2
O
z
W
\ k
oy
lip
/ — — —
` /r--_-- --
11
TREE INVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(84)
PINE
12"
77'
805' AMSL
(85)
PINE
12"
72'
801' AMSL
(86)
PINE
14"
71'
801' AMSL
(87)
PINE
12"
73'
804' AMSL
(88)
PINE
1o"
71'
803' AMSL
(89)
PINE
12"
75'
803' AMSL
(90)
PINE
12"
73'
803' AMSL
(91)
PINE
12"
73'
806' AMSL
(92)
PINE
10"
70'
803' AMSL
(93)
PINE
loll
66'
805' AMSL
(94)
PINE
10"
63'
798' AMSL
(95)
PINE
12"
75'
810' AMSL
(96)
PINE
12
72'
807' AMSL
(98)
PINE
10"
73'
808' AMSL
(99)
PINE
10
72'
805' AMSL
(100)
PINE
10"
71'
804' AMSL
(101)
PINE
10 11
71'
804' AMSL
(102)
PINE
10
73'
804' AMSL
(103)
DEAD PINE
8'
(104)
PINE
14
77'
805' AMSL
(105)
PINE
12
78'
805' AMSL
(106)
PINE
14
69'
801' AMSL
(108)
PINE
10"
66'
801' AMSL
*TOTAL TREES TO BE REMOVED: 7
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.
TREES TO BE REMOVED
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(86)
PINE
14"
66'
796' AMSL
(87)
PINE
12"
69'
800' AMSL
(88)
PINE
10"
66'
798' AMSL
(90)
PINE
12"
69'
799' AMSL
(91)
PINE
12"
68'
801' AMSL
(94)
PINE
8"
61'
796' AMSL
(96)
PINE
12"
65'
800' AMSL
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
TREES.
3. SITE SHALL BE MAINTAINED IN
ACCORDANCE WITH A TREE CONSERVATION
PLAN TO BE PREPARED BY A CERTIFIED
ARBORIST. AS REQUIRED BY
SEC.5.1.40(C)(4).
4. TRIM EXISTING BRANCHES THAT ENCROACH
INTO THE FENCED IN COMPOUND AREA.
` TPED — — _ _ _ — — — — — — / / EXISTING TREELINE \
0y1^J ` 1 PROPOSED VERIZON 12' WIDE GRAVEL / / (ryP) 15 \ \ \
\ yN 91g
\ 9
EXISTING UTILITY POLE \
(POLE ID: AF843-18)
1 TREE INVENTORY
Z 3 SCALE: 1" = 20'
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FEET
80
LEGEND
PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
-•—•—••— EXISTING FENCE
— - - — - - — PROPOSED EASEMENT
PROPOSED LEASE AREA
- - — - - — EXISTING EASEMENT
PROPOSED FENCE
EXISTING OVERHEAD UTILITY LINES
EXISTING BUILDING
•
•
Know what's Deiow.
Call before you dig.
7N 1
CE
LJ
LLJ
707ALLY COMMITTED.
MMITTED
Z
LLJ
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548,4079
verizonit
d
Q 1831 RADY COURT
RICHMOND, VA 23222
0 BATESVILLE
VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
z BATESVILLE, VA 22924
LU
ALBEMARLE COUNTY
co
REVISIONS
0
CL
O
U
LU
Iz
Z
LU 2 05/31/22 REVISED KLB
1 1 11/01/21 1 FINALS I KLB
0
10/18/21
PRELIMINARYZDs
KLB
REV
DATE
DESCRIPTION
BY
a tiPtiTH OF T
� r
Z
0 JOHN A. DAUGHTREY III
U) �Lic. No. 0402052122
6 05/31/2022 �k/
ILL
Ir IONAL
LU
z I I JOHN A. DAUGHTREY III, P.E. I
(_D 1 1 VA PROFESSIONAL ENGINEER LIC. #052122
0
a
LU
J
W
TREE INVENTORY
LU
L7
Ir
LU
Z=3 Z
LU
0
APN
#71-2681
r
/
/
/
/ EXISTING PROPERTY
/ LINE (1YP.)
i
/
/
/
/
/
/1
1
1
1
1
1
1
1 APN
A85A —_ .
11
1
1
1
1
PROPOSED VERIZON HAND \
HOLE IN RIGHT—OF—WAY
AT STREET
1 ENLARGED SITE PLAN
Z-4 SCALE: 1" = 30'
EXISTING RIGHT—OF—WAY
LINE (TYP.)
EXISTING
PROPOSED VERIZON 12' TREELINE
WIDE GRAVEL DRIVEWAY (TyP)
APPROXIMATELY 180' LONG
PROPOSED VERIZON 20'
WIDE ACCESS AND
UTILITY EASEMENT
EXISTING
\ \ \ REFERENCE TREE
J95 (75 fAGL)
y(P \
0
\
\
EXISTING
BUILDING
(TYP)
EROM 0`N�R \
C)
5g R0�
Flo PGG�SS
-�o
i
EXISTING EDGE OF
ROAD (TYP)
GRAPHIC SCALE
30 0 15 30 60 120
(IN FEET)
1 INCH = 30 FEET
\
\
\ MILLER SCHOOL OF ALBEMARLE
APNJ..• 72-52
\ ZONING: RA
AREA: 1,046.98 ACRES
\
,M
w_
z TOTALLY COMMITTED
CD
z
w
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548AO79
■
verizonit
a-
Q 1831 RADY COURT
RICHMOND, VA 23222
Z
O BATESVILLE
VERIZON NEW BUILD
Ir
0 1516 BURCHS CREEK RD
z BATESVILLE, VA 22924
LU
ALBEMARLE COUNTY
REVISIONS
PROPOSED VERIZON 87.5'
MONOPOLE TOWER \
o
0
PROPOSED O
\ TREELINE LU
\ Ir
z
LLJJ 2 05/31/22 REVISED KLB
\ 1 11/01/21 FINALS KLB
\ 0 10/18/21 PRELIMINARY ZDs KLB
PROPOSED VERIZON EQUIPMENT \
ON STEEL PLATFORM WITHIN A REV I DATE DESCRIPTION BY
50'x50' LEASE AREA
lop
OW.0p
APN
J85-25
Know what's below.
Call before you dig.
LL
Q
U)
Q
z
O
U)
U)
LU
LL
Ir
a_
Ir
LLJ
W
Z
Z
w
W
J
w
W
Ir
LLI
m
Z
LLI
U)
op G7��
r
JOHN A. DAUGHTREY III
Lic. No. 0402052122
05/31/2022
SSIONAL ��GA
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
ENLARGED
SITE PLAN
Z=4
0
z
w
\ I
\\\\/ \
11 `\\�\\�\��
\ if
op
\ \ / /� //
\\\ I) ) // / f
I I �\\ \\ �\ �\ \��\\/�
>yr/////
�/,/�������
,
i�80 //��\\�\�\
���
/%/-��i%/ �/%������- �/�� �/,/ ��\, � �� ,� / \\/ /��\ �\/�/(\��\ �� \�\f/��l,���\\� �,� \\ \� \\ \C /� /\� \ / �/� �/ ��/%/27/-/�/_//_/// _i 6Q/o,�/ . �/� �%-_--�- ���,,// , J II/��I�/I II rII , � \I/ - �(��/ / �� I I � 1 1I II III,�IIII�I II( I III I IIIIIIIII►III III I I I �� I11► I IrI III/II /I .I � I1/�1/ 1 � I \�\\ \\\`\� \\\\ \\\ \/ IIII/ EXISTING
PROPOSED � ) / STREAM (TYP) OMONPOLEO l l/l, l llI
,\
\ \IIIICI I
I � II
I II
I
SCHOOL IOF ALBEMARLE
\ _
AREA: 1, 046.98 ACRES �APN# 72 32
�F
ZONING: RA
I -\
'l
�
-PROPOSED VERIZON �/ / I I / / 1 / \ \\
E UIPMENT WITHIN A / / /// //i I IIII ��
\ I I l
50 x50 LEASE AREA � /�/ // / / / I I I I EXISTING \
PROPERTY LINE \ \
1 �� ✓ _\� _ _ I \� _ �/ r//�j/ / // // /i 11 11� l l l I TYP \ \
\� ✓ i�� \\� ,EXISTING
BUILDING
\N",'JII��
—
\\\\-EXISTING BUILDING (TYP) ✓/ \ 1
-
\
��%
\
\\��s�\�=-����i�r�/��f��/ter'
�I
/ /IIII
GRAPHIC SCALE
1 SITE PLAN 200 D 100 200 400 800
SCALE: 1" = 200'
Z-5 (IN FEET)
1 INCH = 200 FEET
' aw 00000
i
Know what'sbelow.
Call before you dig.
CE
w
w
z
z
w
z
O
a
0
ILL
w
U)
Q
UD
Q
z
O
U)
w
IL
w
LL I
w
z
z
w
w
J
w
w
T
rr
w
m
z
w
v)
TPA
707ALLY COMMITTED.
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548,4079
verizonw/
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2
05/31/22
REVISED
KLB
1
11/01/21
FINALS
KLB
0
10/18/21
PRELIMINARYZDS
KLB
REV I DATE I DESCRIPTION I BY
o���PLTH 0p 7
JOHN A. DAUGHTREY III
a Lic. No. 0402052122
G� 05/31/2022 �
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOPOGRAPHICAL
FEATURES
Z=5
TM
I
I
I
PROPOSED VERIZON 20' WIDE
ACCESS AND UTILITY EASEMENT
PROPOSED VERIZON 12'
WIDE GRAVEL DRIVEWAY
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.
Know what's below.
Call before you dig.
H
0
I
N
PROPOSED VERIZON
87.5' MONOPOLE TOWER
PROPOSED VERIZON 3'
H—FRAME FOR 200A
UTILITY METER &
DISCONNECT
PROPOSED VERIZON 12'
WIDE WOODEN DOUBLE
SWING ACCESS GATE
PROPOSED VERIZON 4'X8'
CONCRETE PAD FOR
GENERATOR
PROPOSED 17"x3^"
FIBER HAND HOI
LOCATED NEXT TO TF
MESA CABIN
PROPOSED BOLLAF
(TYP. OF
PROPOSED VERIZ(
FIBER CABIN
8'
TO COMF
COMPOUND PLAN 5
C-1 SCALE: 1" = 5'-0"
0
�-3'—�
17'
COMPOUND
EXISTING
REFERENCE TREE
J95 (75 ±AGL)
I�:i�71�1;9�If1:a���I►1�
O
iO
5'
TO CENTERLINE OF H—FRAME
PROPOSED VERIZON ICE
BRIDGE ABOVE H—FRAME
EQUIPMENT
PROPOSED VERIZON
WOODEN COMPOUND
FENCE
PROPOSED VERIZON
EQUIPMENT CABINET
0
z
coo
3' a
O
U
PROPOSED VERIZON
4'X10' CONCRETE PAD
FOR EQUIPMENT
Ir
w
w
70TA L LY COO ail M E D.
z
w
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizonrl
J
'��l
d
Q 1831 RADY COURT
RICHMOND, VA 23222
EXISTING TREELINE
z
o BATESVILLE
VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
z BATESVILLE, VA 22924
ALBEMARLE COUNTY
co
I
I REVISIONS
I o
I O
W
Ir
z
0
WQ 2 05/31/22 REVISED KLB
1 11/01/21 FINALS KLB
0 10/18/21 PRELIMINARYZDs KLB
REV DATE DESCRIPTION BY
I
I �
a
u7 N
6 �,LT H OFco
DI
p
z
O JOHN A. DAUGHTREY III
cn a Lic.No.0402052122 C
W �
�� 05/31/2022 <v
LL
"ONAL
I
I
CE
W
W JOHN A. DAUGHTREY III, P.E.
z
0 VA PROFESSIONAL ENGINEER LIC. #052122
II w
— — — — J
LU
J
50' ~
LEASE AREA W COMPOUND PLAN
W
cn
GRAPHIC SCALE
2.5 5 10 20 fr
W
CO
(IN FEET) z
1 INCH = 5 FEET -
w
GROUND
ELEV.=0.0' AGL
(735.0 AMSL)
1 ELEVATION 5
C 2 SCALE: 1" = 5'
PROPOSED 2' LIGHTNING ROD
PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO SPAN THE TWO
SITE PRO 1-COMPACT MONOPOLE MOUNTS. PART # UWS6-NP
(TYP. OF 6)
W
w
>W
Ow
< U
z
-Hw
W
w
oL�
�w
af
TOP OF PROPOSED VERIZON MONOPOLE
ELEV.=87.5' AGL
(820' t AMSL)
PROPOSED ANTENNAS
(TYP. OF 6)
TOTAL OVERALL TOWER HEIGHT
ELEV.=89.5' AGL
PROPOSED TOP OF TOWER HEIGHT
ELEV.=87.5' AGL
PROPOSED VERIZON RAID CENTER
ELEV.=83.5' AGL
PROPOSED SITE PRO 1-COMPACT PROPOSED RRH MOUNT CENTERLINE
MONOPOLE MOUNT ELEV.=73.5' AGL
PART # UWS6-NP (TYP. OF 2)
PROPOSED 700, 850,
1900, & 2100 RRHS (TYP.
OF 12)
PROPOSED OVP MOUNT CENTERLINE
ZA ELEV.=65.5' AGL
PROPOSED OVP (TYP. OF 2)
PROPOSED SITE PRO 1-RING MOUNT
PART # UGLM-DCP
NOTE:
1. ALL PROPOSED EQUIPMENT AND CABLES ARE TO BE
PAINTED JAVA BROWN. SHERWIN WILLIAMS #6090.
2. ANTENNAS WILL BE INSTALLED USING A MODIFIED
FLUSH MOUNT DESIGN WITH LOW PROFILE MOUNTING
BRACKETS. NO POINT ON THE BACK OF ANTENNA
SHALL BE MORE THAN 18" FROM FACE OF THE
MONOPOLE.
3. ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE
FROM GROUND LEVEL TO ANTENNA ELEVATION.
PROPOSED VERIZON HYBRID CABLES RAN
INSIDE PROPOSED MONOPOLE FROM GROUND
LEVEL TO ANTENNA ELEVATION
LATITUDE: 37' 59' 58.4690"
LONGITUDE:-78' 43' 09.3431"
(DESIGNED BY OTHERS.)
PROPOSED VERIZON 87.5' MONOPOLE
TOWER
25'
MAX TO DRIP LINE OF REFERENCE TREE
PROPOSED OUTDOOR
EQUIPMENT PLATFORM
GRAPHIC SCALE
0 2.5 5 10
(IN FEET)
1 INCH = 5 FEET
r- - - - - - -
I I
I I
I I
I
20
PROPOSED 2" STD PIPES. 6' LONG.
(TYP. OF 3)
NOTE:
ALL ANTENNAS AND ASSOCIATED EQUIPMENT
LOCATED TOWER TO BE FINALIZED WITH UPDATED
RF DATA SHEET.
AZIMUTHS TBD
Om m
N ZO O
II ZO
TOWER AT BASE N N
TO BE MAX. 30"0
PROPOSED 87.5'
MONOPOLE
PROPOSED
VERIZON ANTENNA
(TYP. OF 6)
PROPOSED
MONOPOLE MOUNT
EXISTING 8' HIGH
BOARD -ON -BOARD
FENCE �2 ANTENNA ORIENTATION PLAN AT 83.5'
C-2 NTS
PROPOSED TOP OF CONCRETE
ELEV.=733.5' AGL Y
PROPOSED CAISSON FOUNDATION
(DESIGN BY OTHERS)
GROUND
ELEV.=0.0' AGL
(752.5 AMSL)
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.
PROPOSED 87.5'
STEEL MONOPOLE TOWER
(INCLUDING TOP OF FOUNDATION)
PROPOSED
ANCHOR BOLTS
(TYP.)
7i7iTiSi7
V
60"
MAX.
3 FOUNDATION DETAIL
C-3 SCALE: 3/16" = V-0"
Know what's below.
Call before you dig.
W
W
W
z
0
z
w
z
O
Q
CE
0
z
LLI
C!J
W
O
LLJ
rr
z
CD
co
W
cl
d
U
z
_O
C/)
UJ
w
LL
W
CE
W
W
z
z
W
LU
J
W
W
TM
70TALLY COO HM=ED.
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizonw/
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2
05/31/22
REVISED
KLB
1
11/01/21
FINALS
KLB
0
10/18/21
PRELIMINARY ZDS
KLB
REV I DATE DESCRIPTION I BY I
OF Df��
XA Y
JOHN A. DAUGHTREY III
„a Lie. No. 0402052122
-0 05/31/2022 �44)
ISISIONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOWER ELEVATION
& NOTES
C=2
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
31TE PRO 1-COMPACT
MONOPOLE MOUNT
(PART # UWS6-NP)
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-COMPACT MONOPOLE
MOUNT (PART # UWS6-NP) OR APPROVED EQUIVALENT
ANTENNA & RRH MOUNT DETAIL
tiff -Al I=.IV
PROPOSED 128'
MONOPOLE
PROPOSED VERIZON
WIRELESS OVP
(2 TOTAL ON TOWER)
PROPOSED OVP ORIENTATION PLAN - 65.5'
1►I[.
SITE PRO 1-RING MOUNT
(PART # UGLM-DCP)
APPROX
TRUE NORTH
MOUNT CENTER
(3) PROPOSED 2" STD PIPES.
6' L
OR
SITE PRO 1-R
(PART # UGLM-DCP)
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
(PART # UGLM-DCP) OR APPROVED EQUIVALENT
2 OVP MOUNT DETAIL
C-3 SCALE:NTS
ACT
(PART
(12 TOTAL ON TOWER)
PROPOSED RRH ORIENTATION PLAN - 65.5' RAD CENTER
1►I6`1
APPROX
TRUE NORTH
rw
0=
W
W
z 70TALLY COHM=ED.
z
w
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
nverizom
�� /
���� 1
C
~ 10.25"
RAYCAP OVP BOX #RHSDC-3315-PF-48
NIS
(12 TOTAL ON TOWER)
PROPOSED RRH ORIENTATION PLAN - 73.5'
NTS
kCT
(PART
APPROX
TRUE NORTH
RAD CENTER
z
0 BATESVILLE
� VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
W
z BATESVILLE, VA 22924
Lu
ALBEMARLE COUNTY
c!J
If
0
W
O'
z
CD
cn
W
d
U
J
z
0
aD
w
W
cr-
D_
D_
LJ
W
z
CO
z
W
REVISIONS
2 1 05/31/221 REVISED I KLB
1 1 11/01/21 1 FINALS I KLB
0 1 10/18/21 1 PRELIMINARY ZDs I KLB
REV I DATE I DESCRIPTION I BY
OF 17l
/A L' y
JOHN A. DAUGHTREY III
„a Lie. No. 0402052122
-0 05/31/2022
ISISIONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
MOUNT DETAILS
C=3
TM
to
0
00 I
W
W
PROPOSED GRAVEL SURFACING z 70TALLY (COo HMTMD.
(CRUSHER RUN) 6" DEEP 0
Z
w
'-O" NB+C ENGINEERING SERVICES, LLC.
2'-O" 5'-0" 5'-0" 2
3'1 /�\ 120 EASTSHORE DRIVE, SUITE 300
3% 3� GLEN 3059
548-4079
6" AASHTO
#57 CLEAN STONE
x FENCE LINE
COMPACTED PROPOSED GRAVEL BASE ■
SUB -GRADE (2A MODIFIED) 6" DEEP < verizon
FT_
NOTE:CONTRACTOR TO USE 6" DEEP GRAVEL BASE (2A MODIFIED) AS MEANS OF ACCESS FOR w
ALL HEAVY CONSTRUCTION TRAFFIC. PROPOSED GRAVEL SURFACE (6" DEEP CRUSHER RUN) Q 1831 RADY COURT
—III I —III —III —III —III —I TO BE INSTALLED AFTER ALL MAJOR CONSTRUCTION HAS BEEN COMPLETED. RICHMOND, VA 23222
• THE PROPOSED ROAD MUST BE KEYED INTO THE EXISTING GRADE. THE FINAL FINISHED
MIRAFI 50OX GRADE SHALL BE FLUSH WITH THE EXISTING GRADE TO ALLOW FOR PROPER DRAINAGE
GEOTEXTILE FABRIC ACROSS THE ROAD.
1 GRAVEL COMPOUND DETAIL 2 PROPOSED GRAVEL DRIVEWAY TYPICAL SECTION
S 1 NTS S 1 NTS O
0 BATESVILLE
VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
w
z BATESVILLE, VA 22924
Lu
ALBEMARLE COUNTY
BOARD -ON -BOARD
WOODEN FENCE
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
8'-0" O.C. (MAX.)
6"X6" PRESSURE
TREATED WOOD POST
(TYP.)
1/2" CROWN FOR DRAINAGE
0
Ir
0
w
z
v:
w
0
O_
U)
z
0
1)
W
ILL
REVISIONS
2 1 05/31/221 REVISED I KLB
1 1 11/01/21 1 FINALS I KLB
0 1 10/18/21 1 PRELIMINARYZDs I KLB
REV I DATE I DESCRIPTION I BY
��LT H OF N���
JOHN A. DAUGHTREY III
Lic. No. 0402052122
�� 05/31/2022 w�a
sSIONAL
FINISH GRADE "'I �.:', W ':.11.+. W J [::- I f1:`2
to .^ I ,*: ., GALVANIZED MUSHROOM STOP. 1 f:.,', 2" GAP BETWEEN M1. FENCE ONEXTEND TALL 4 SIDES
POND
SEE 4/S-2 FOR DETAILS. WOOD PANEL AND GRAVEL
CE
Lu
,I INTERMEDIATE, GATE [ o 10" 1 I " Z JOHN A. DAUGHTREY III, P.E.
J. & CORNER POSTS L J J; L: J VA PROFESSIONAL ENGINEER LIC. #052122
DRILLED PIER 4000 PSI CONCRETE. W
EMBEDDED PORTION OF ALL POSTS
1'-6" SHALL BE GENEROUSLY COATED
(n,P) 8'-0" 8'-0" WITH WOOD PRESERVATIVE
16'-0" FRONT GATE
FENCE & GATE NOTES: Lu
1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD J CONSTRUCTION
3 2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS (— ~
TYPICAL FENCE AND GATE DETAIL 3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD w
S 1 NTS 4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY. w DETAILS
O"
W
m
Z
w
un
Smi
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
MOUNT LIGHT SWITCH
W/ TIMER ON END POST
EQUIPMENT LIGHTS TO BE MOUNTED ON
UTILITY EQUIPMENT STAND POST BELOW
THE ICE BRIDGE. (TYP. OF 2)
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
RRH (TYP. OF 10)
10'
(H-FRAME W/ICE BRIDGE)
EQUIPMENT LIGHTS TO BE MOUNTED ON
UTILITY EQUIPMENT STAND POST BELOW
THE ICE BRIDGE. (TYP. OF 2)
(2) STACKED 2'X2' ENCLOSURES.
"MISC." BOX ABOVE TELCO & ALARM BOX.
OVP 3 OVP 2
(FUTURE)
PROPOSED
UPS CABINET
OVP 1
ATS/AC
ILC
PROPOSED
VERIZON GPS
ANTENNA
EQUIPMENT
H-FRAME POST #1
10'
(CONCRETE PAD)
PROPOSED EQUIPMENT CABINET
a N PROPOSED VERIZON 4'X10'
CONCRETE PAD FOR EQUIPMENT
y
d•
o o
i G
O O O ad O 0
O O O O d PROPOSED 0 FUTURE w O O d + BATTERY 0 EQUIPMENT ra
" CABINET E CABINET z
e',
' + + ,d 0
d
.. e•
0 o e o
ae .d n a e.• r
d
rA
i
3"
30"X20" CONDUIT
STUB -UP OPENING
1 EQUIPMENT LAYOUT PLAN
S 2 NTS
GALVANIZED STEEL PROPOSED r
PIPE CAP VERIZON GPS z
ANTENNA
TYP. OF 2 2' WIDE ICE BRIDGE ON EACH SIDE.
LIGHT
( ) SUPPORTED BY 2 POST MIN.
CHARLES CUBE
#RL1003C-A W/ HEAT
C
EXCHANGER
(120V) W/ TRIPP-LITE—
UPS
PART #SM150ORMXL2UTAA INSIDE
(AS NEEDED)
OREH
I
RRH
I
I RAH
IpI
IpI
oOf
LIGHT
SWITCH
6
v~i
W/TIMER
RRH
I
I
RRH
I
I RRH
F
II
D
II
B
CHARLES
CUBE
L0
I
SIDE A
6"
GFI RECEPTACLE
FOR UPS
- ILC
ATS/AC "
32 X59 X12
a
LIGHT
(TYP. OF 2)
EQUIPMENT
H-FRAME
POST #1
3"
30 kW GENERATOR
. ,. �.. a ..
8'-0"
2' WIDE ICE BRIDGE ON EACH SIDE.
SUPPORTED BY 2 POST MIN.
EQUPMENT
H-FRAME
POST #1
6"
V)
Z
0
a� U
�o
oLi �
�N
z
H-FRAME RISER DETAILS
NTS
Il�nu /
9" 3"
8"X29.5" GENERATOR
STUB -UP AREA
A a
a ,
a:
a'
a
e d ..,d
' a
a d
.d
a
� a
a. 4. .
PROPOSED
VERIZON GPS
ANTENNA
TRAPEZE KIT
(TYP. OF 3)
LIGHT (TYP. OF 2)
24"X24"X12"
"MISC." BOX
io 6"
24"X24"X12"
TELCO &
ALARM BOX
OVP 1
3"
OVP 2
0X
VERIZON WIRELESS EQUIPMENT:
- CHARLES INDUSTRIES CUBE-PM63915TN2 BATTERY CABINET
- CHARLES INDUSTRIES CUBE-BB48E1HN1 BATTERY CABINET
- (2) RAYCAP OVP
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.
- 36" WIDE X 36" TALL X 12" DEEP TELCO BOX, NEMA 3R,
CABINET ENCLOSURE WITH CENTER DIVIDE, PAINTED GREY WITH
WOODEN BACKBOARD, PADLOCK LATCH, AND COMBINATION
LOCK.
"MISC SIDE": CONTRACTOR SHALL PROVIDE (2) FILE
FOLDER HOLDERS, FOLD DOWN LAPTOP DESK, AND OUTDOOR
RATED COVERED GFCI FOUR PLUG RECEPTACLE.
"FM SIDE": FIBER MANAGEMENT SPACE.
- 32" WIDE X 59" TALL X 12" DEEP, ASCO D300L SERIES
POWER TRANSFER LOAD CENTER MODEL AA30OG-1PH-N-3R -
INTEGRATED LOAD CENTER 'ILC" WITH COMBINATION PADLOCK.
- COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH
CONSTRUCTION MANAGER.
TIM 1
CE
W
W
707ALLY COO MMMED.
Z
LLI
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
■
verizonit
71
Q 1831 RADY COURT
RICHMOND, VA 23222
z
BATESVILLE
VERIZON NEW BUILD
0 1516 BURCHS CREEK RD
W
z BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
C)
O
W
z
C
W
2
05/31/22
REVISED
KLB
1
11/01/21
FINALS
KLB
0
10/18/21
PRELIMINARY ZDs
KLB
'� GALVANIZED
STEEL
PIPE CAP
REV DATE DESCRIPTION BY
LTH OF
C~/J
oCJ
LIGHT (TYP.
OF 2)
Q
z
0
U
JOHN A. DAUGHTREY III
,a Lie. No.0402052122 �
�0 05/31/2022
w
LL
IONAL
RRH
I I RRH
G
II I
—
LIGHT
— SWITCH j
W/ TIMER m
4"
CE
W
OVP 3
z
JOHN A. DAUGHTREY III, P.E.
(FUTURE)
0
VA PROFESSIONAL ENGINEER LIC. #052122
Z
W
RRH
RRH
H
I I J
3"
W
LL
EQUIPMENT
MOUNTING
W
DETAILS
SIDE B
W
cc
z S=2
ILL
W
CO
LEGEND
7M I
c
m
z
O
\
\
PROPOSED VERIZON HAND
HOLE IN RIGHT-OF-WAY AT
STREET
\\
♦ 1
\
CE
PROPOSED 12'X70'
CONSTRUCTION
ENTRANCE.
SEE SHEET ES
FOR DETAILS.
\
\
/
/
/
/
PROPOSED SILT FENCE
AROUND DISTURBED AREA '
(APPROX. 450't) 4:)
___--- PROPOSED VERIZON 12' ------ -- (SOIL SUMMARY) --
WIDE GRAVEL DRIVEWAY
_-- % TURBEVILLE LOAM
2%-7% SLOPES
i
i
`g° � PROPOSED LIMIT OF
DISTURBANCE. APPROXIMATELY
PROPOSED VERIZON 20' WIDE ACCESS
AND UTILITY EASEMENT
\� \
` \
\ \\\` \\\\\ �\l\ \\ \ `\ `♦ \
\ \ /
\4 k\ \
♦ —� \ \ \ \ \ \ I \\\ Vo- / 1
i
i
/
/
/
/
/
/
/
/
/
/
/
/
/
EXISTING �
------------------- PROPERTY LINE - SUBJECT PARCEL
XXX ---------- 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.
REFERENCE TREE '
J95 (75 ±AGL)
/ EXISTING
TREELINE -
PROPOSED VERIZON 87.5'
MONOPOLE TOWER
\ \IN
__ /
\ --
IN
\I \ \\ ♦ -'��`\\ `\\ \� `\ `\ \\ `\ \-- �l-_--- q .boo % \
\ '
----------- -'' \ EXISTING HEAVY,
MATURE & NATIVE
\ ♦ --'' ) / -- - - - - \-- - \\ VEGETATION TO BE /
�\ ` e TRIMMED AS NEEDED. /
PROPOSED
IN IN. NI IN \ 1\ 1 1 ♦/ \ ` \ � .\ \ - � _ � ` TREELINE
IN rIN
\
_
( 1 \ \ \ IN11 \I\I 11 \ ♦ \\ \`\\\\� \\\\ \\\\ \\\ 732 / s I�III_III�III-
I -I 1=1I I -I 1=1I I i
// ♦ \ `\ \ \++ .'/ PROPOSED VERIZON EQUIPMENT ON STEEL
/ ♦`` PLATFORM WITHIN A 50'x5O' LEASE AREA -------- -- ��3 _--
______________
---------------
/ 1 i ♦ \ \ PROPOSED GRADE / o-----------
P�� / `'� i 1 ♦ \ " `\ LINE TYP. _�-----
() r /// PROPOSED TEMPORARY
` U�/�= SOIL STOCKPILE AREA
-------------------------- ----- ---------- 7�$---
\� / `\\ v 11 1 '11 1 (' ♦ O A�------------
PROPOSED TREE PROTECTION FENCE " __
--------------------------"-
AROUND PROPOSED COMPOUND AND
APPROXIMATELY 50' OF PROPOSED
\ 1 1 1 ' ♦ ACCESS ROAD AND TURN AROUND.---------7?-7 -
\ (APPROX. LENGTH: 170't)
------------------------
1 1 11 1 `
- - - - - - - - - - - - - - - - -
�`\ '1I �"---`\ \\ \\\\�\ ` \`\ (SOIL SUMMARY) - - - - - - - 7�-
ELIOAK LOAM
2%-7% SLOPES
Ir \------------------------------
GRAPHIC SCALE
10 0 5 10 20 40
1 EROSION & SEDIMENT CONTROL PLAN
ES 1 SCALE: 1" = 10'-0"
(IN FEET)
1 INCH = 10 FEET
Know what's below.
Call before you dig.
ICE
W
W
z
z
W
0
CE
O
W
rz�
_V
UD
W
EL
LU
LLI
z_
0
z
Lu
LLI
J
w
W
:f)
W
m
z
LLI
U)
TOTALLY COO HMTTEDD.
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizoniv
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2
05/31/22
REVISED
KLB
1
11/01/21
FINALS
KLB
0
10/18/21
PRELIMINARY ZDs
KLB
REV
DATE
DESCRIPTION
BY
JOHN A. DAUGHTREY III
Lic. No. 0402052122
G� 05/31/2022 4
.c\
JOHN A. DAUGHTREY III, P.E.
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, AND FENCED COMPOUND,
ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 2,500 SQ.FT.; THE COMPOUND AREA
IS 442 SQ.FT.; THE TOTAL DISTURBED AREA IS 4,440 SF.
EXISTING SITE CONDITIONS
THE EXISTING SITE CONDITIONS CONSIST OF DENSE WOODS, SPARSE WOODLANDS AND OPEN SPACE IN GOOD AND
POOR CONDITION WITH AN AVERAGE SLOPE OF 5% TO THE SOUTH EAST.
ADJACENT AREAS
THE ADJACENT AREAS ARE UNDEVELOPED WOODLANDS AND SINGLE FAMILY RESIDENTIAL HOMES.
OFF -SITE AREAS
THERE ARE NO PROPOSED OFF -SITE AREAS ASSOCIATED WITH THIS PROJECT.
SOILS
27C ELIOAK LOAM - 7 TO 15 PERCENT SLOPES
86B3 TURBEVILLE 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 0/RP SHALL INVITE ALL
CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE
EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE LOCAL VESCP AUTHORITY 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. MOBILIZATION
2. INSTALL SILT FENCE AROUND COMPOUND AREA.
3. COMMENCE CLEARING AND GRUBBING. SOIL STOCKPILE AREA AND ROUGH GRADE SITE.
4. EXCAVATE AND POUR TOWER FOUNDATION. BACKFILL AND COMPACT FOUNDATION AREA.
5. CONSTRUCT AND MAINTAIN TEMPORARY COVER TO STABILIZE DISTURBED AREAS.
6. INSTALL UTILITIES.
7. COLLECT SILT AND SEDIMENT AND PLACE BACK ON SITE
8. ESTABLISH PERMANENT COVER
9. UPON APPROVAL OF THE LOCAL VESCP AUTHORITY, REMOVE EROSION AND CONTROL MEASURES
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 IS UNIFORM, MATURE
ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. THE LOCAL VESCP AUTHORITY REPRESENTATIVE SHALL MAKE
THE DETERMINATION AS TO WHEN FINAL STABILIZATION HAS BEEN ACHIEVED.
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 & SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VA EROSION & SEDIMENT CONTROL HANDBOOK LATEST EDITION AND VIRGINIA
EROSION & SEDIMENT CONTROL REGULATIONS.
2. THE LOCAL PLAN APPROVING AUTHORITY (ALBEMARLE COUNTY ESC OFFICE) MUST BE NOTIFIED ONE WEEK
PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION. IF NO PRE -CONSTRUCTION
CONFERENCE HAS OR WILL BE SCHEDULED, ONE MUST BE SCHEDULED WITH THE ALBEMARLE COUNTY
ESC OFFICE. ALBEMARLE COUNTY'S ESC OFFICE TELEPHONE NUMBER IS (434) 296-5832.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP
IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED
ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS) THE CONTRACTOR SHALL
SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
6. THE JOB SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION OF ANY ADDED EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE LOCAL E&S
AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WALL WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE JOB SUPERINTENDENT SHALL INSPECT ALL EROSION CONTROL MEASURES DAILY 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.
MANAGEMENT STRATEGIES
1.
CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN
BEGIN
AND END AS QUICKLY AS
POSSIBLE.
2.
SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN
GRADING AND WILL BE SEEDED
AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
3.
TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY
AFTER
GRADING. SEE VA E&SC
HANDBOOK 3.31-B FOR SEEDING SPECIFICATION.
4.
AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY
FLAGS,
SIGNS, ETC.
5.
THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION
AND
MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL PRACTICES.
6.
AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURES WILL
BE CLEANED UP FROM
ACCUMULATED SEDIMENT AND REMOVED, ONLY AFTER APPROVAL OF THE
JURISDICTION
ESC INSPECTOR.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
1. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT
DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR
REPLACED.
2. THE SILT FENCE WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC.
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY 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 RESEEDED AS NEEDED.
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.
ING/ STABILIZATION SPECIFICATION
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.
If
LLI
LLI
z_
0
z
LLI
z
O
Q
O
z
W
W
0
W
z
0
W
W
w
z
0
z
w
L1J
J
W
w
CO
N�� TM
707ALLY COMMI177EDo
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE. SUITE 300
GLEN ALLEN, VA 23059
804-548-4079
verizon"w/
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2 1 05/31/22 1 REVISED I KLB
1 1 11/01/21 1 FINALS I KLB
0 1 10/18/21 1 PRELIMINARY ZDs I KLB
REV I DATE I DESCRIPTION I BY
�yT H OF
JOHN A. DAUGHTREY III
Lie. No.0402052122
05/31/2022 w�
ISISIONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
GROUNDING PLAN
& DETAILS
ES-2
TM
NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND
STAKED WITH 2"X2" HARDWOOD STAKES ON 6' CENTERS
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOM r J 1-
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
No
MA)
CLEARI�
NO STANDARD CONSTRUCTION NUMBER
NOTES:
1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS
THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES.
2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT
CONSTRUCTION.
3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE
OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL.
VESCH 3.38 TREE PROTECTION
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION T P
(FRONT ELEVATION) 3 TREE PROTECTION FENCE
ES-3 NTS
VESCH 3.05 SILT FENCE
STANDARD FILTER FABRIC FENCE SF
NTS
ENTRANCESTONE CONSTRUCTION
70' MIN. EXISTING
PAVEMENT
1C=11=11=II=11S-� = :_ ___4:•_tr--__ __=Y?.=.r.r _ _
FILTER DMOUNTABLE
AT
..
SIDE ELEVATION
x17 "
7
WASHACK. '
I(/
(OPTIONAL>
I F PT
_ _ ='lira;• !3:1'' ��..y....'�.;_;,; -a+'s
I11 1[c1!,..
Illli•1,,.�\
12' MIN.i EXISTING
IIII1IIII'i'�''.
PAVE
Rfii, .'G: PAVEMENT
ZVDOT
01 POSITIVE DRAINAGE: to, MIN.
EN
'TRASEDIMENT
PING DEVICE
MUST EXTEND FULL WIDTH
or INGRESS AND EGRESS
PLAN
OPERAMON
I" MIN
::II:I�:IfA�11�i��1�f�i�+����`�`��
CLOTH
SECTION
•'•��-►�� /ice+ ►�ia�t-�*�\ �� ��.
REINFORCED
SECTIONC
VESCH 3.02 CONSTRUCTION ENTRANCE
ROCK CONSTRUCTION ENTRANCE CE
NITS
PLAN
EXIST. GRADE
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
SEED W/ VDOT FORMULA
"C" IF NOT USED WITHIN
20 DAYS.
18" SILT FENCE OR
i 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.
L1I 1 Vl II 1U111I
:i.rpy,_
TOPSOIL STOCKPILE AND MAINTENANCE
NTS
PRIVATE ENTRANCE AND LOW VOLUME COMMERCIAL ENTRANCE DETAIL
m
EXTEND ENTRANCE SURFACE
(GRAVEL, ASPHALT, CONCRETE,
ETC) TO RIGHT OF AY LINE OR
THE LENGTH OF ENTRANCE
DISTURBED. WHICHEVER IS
GREATER
W
w
z
0
z
w
0
If
O
0
W
rr
z
O
co
w
0
CE
w
w
z
z
w
w
__J
w
w
70TALLY COHMi MD.
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
804-548, 4079
venzonl/
1831 RADY COURT
RICHMOND, VA 23222
BATESVILLE
VERIZON NEW BUILD
1516 BURCHS CREEK RD
BATESVILLE, VA 22924
ALBEMARLE COUNTY
REVISIONS
2
05/31/22
REVISED
KLB
1
11/01/21
FINALS
KLB
0
10/18/21
PRELIMINARYZDS
KLB
REV I DATE I DESCRIPTION I BY I
0 p Nr��
JOHN A. DAUGHTREY III
o Lie. No. 0402052122
05/31/2022
418IONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL DETAILS
ES-3