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PIING ENGINEERING SERVICES,LLC.
804.5.4070
Community Development Department _
File# 9911074, -ODtO N
SITE INFORMATION Approved by the Board of Supervisors • 7 verizon✓
PROJECT DESCRIPTION- RAWLAND:PROPOSED INSTALLATION OF SITE NAME: WILD TURKEY Date . �) D-
0..A. 1831 RADY COURT
TELECOMMUNICATIONSQUIPMETWTHINSECUREDCAMP UND. ,
ITOWERANDRELD. RICHMOND,VA23222
SITE ADDRESS. WILD TURKEY LANE WILD TURKEY LANE
CHARLOTTESVILLE,VA 22903 CHARLOTTESVILLE, VA 22903 S !n fro - Plan r —
LATITUDE LONGITUDE NNAD83): 8 3953.70307" ALBEMARLE COUNTY
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GROUND ELEVATION: 667.3't(ASML) DRAWING INDEX § WILD TURKEY
ii WILD TURKEY LANE
JURISDICTION: ALBEMARLE COUNTY VICINITY
o CHARLOTTESVILLE,VA 22903
SCALE:1"=2000' T-1 TITLE SHEET Z
ZONING: RA-RURAL AREA ALBEMARLE COUNTY
EE-1 EASEMENT EXHIBIT
PARCEL ID#: 05700-00-00-041L0 . ..._" ._ .
EE-2 EASEMENT EXHIBIT
PARCEL AREA: 6.0±ACRES
Z-1 2,000 TOPO BOUNDARY
PARCEL OWNER. ROBERT L&JEANNE K CROSS TRUSTEES OF THE '' REVISIONS
CROSS LIVING TRUST �Q; C-1 SITE PLAN
635 BOONE TRAIL 04'
C-2 ENLARGED SITE PLAN
CHARLOTTESVILLE,VA 22903 y w
0 8 0811020 REVISED CT
TOWER OWNER: VERIZON C-3 COMPOUND PLAN 0
1831 RADY COURT w0
5 oorzorzo REVISED CCC
RICHMOND,VA23222 C-4 TREE INVENTORY 0= 4 03/0920 REVISED PJP
1.1423tim' C-5 TOWER ELEVATION DETAILS&NOTES CD 3 02/2420 REVISED PJP
STRUCTURE TYPE. MONOPOLE w 2 12/0429 REVISED CCC
C5 MOUNT DETAILS O
HEIGHT OF STRUCTURE: 116.7't AGL srt[ PIMP 1 11/18H8 FINALS CCC
SITE S-1 EQUIPMENT MOUNTING DETAILS
Ir 0 10/3029 PRELIMINARY CD WS
RAD CENTER: 112.7'±AGL
S-2 CONCRETE PAD DETAILS
=t REV DATE DESCRIPTION BY
OVERALL HEIGHT OF STRUCTURE: 118.7'±AGL - S-3 CONSTRUCTION DETAILS&NOTES
TOTAL LEASE AREA: 900 SQ.FT. S-4 CONSTRUCTION DETAILS
AREA OF DISTURBANCE: 3,335±SQ.FT. S5 GENERATOR DETAILS
EL POWER PROVIDER: DOMINION VA POWER 866 366-0357 ?4''4`1 H Op y
( ) E-1 ELECTRICAL PLAN
TELCO PROVIDER: VERIZON(800)871-9244 Q o
E-2 CONDUIT ROUTING PLAN Q `. ��h ypL
Z-1 TOPOGRAPHY: ALBEMARLE COUNTY GIS 2018,4'CONTOURS z
E-3 PANEL SCHEDULE 8 ONE-LINE DIAGRAM 0 JOHN No. z1 DAUGHTREY III
P L��O6/102020
ES-1 TOPOGRAPHY' CAUSEWAY CONSULTANT'S SURVEY DATED 09/30/19 DIRECTIONS E-4 ELECTRICAL RISER DIAGRAM&SERVICE ENTRANCE SCHEMATIC LL 0.66 \'''
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EMERGENCY INFORMATION: DEPART GOODES BRIDGE RD TOWARD WALMSLEY BLVD.TURN RIGHT ONTO WALMSLEY BLVD.TURN RIGHT ONTO G-1 GROUNDING PLAN AND DETAILS cc ss/ONAL ECG
TURNER RD.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.ROAD RESTRICTED AT YOUR PLANNED TRAVEL TIME. G-2 GROUNDING RISER DIAGRAM&DETAILS
ALBEMARLE COUNTY FIRE&RESCUE: (434)296-5833 KEEP LEFT TO STAY ON VA-76 N/BELTLINE EXPY.KEEP STRAIGHT ONTO 1-195 N.TAKE RAMP LEFT FOR 1-64 WEST ES-1 EROSION AND SEDIMENT CONTROL&GRADING PLAN �. .
TOWARD CHARLOTTESVILLE.AT EXIT 114,TAKE RAMP RIGHT TOWARD IVY.TURN RIGHT ONTO VA-637/DICK WOODS RD.
ALBEMARLE COUNTY SHERIFFS OFFICE: (434)972-4001 MAKE A U-TURN AT IVY DEPOT RD.TURN LEFT ONTO US-250/IVY RD.KEEP LEFT TO STAY ON US-250.TURN LEFT ONTO ES-2 EROSION AND SEDIMENT CONTROL NOTES
WILD TURKEY LN.ARRIVE AT SITE ON THE LEFT. cc
ES-3 EROSION AND SEDIMENT DETAILS Lu
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JOHN A.DAUGHTREY III,P.E.
PROJECT TEAM CODE COMPLIANCE ES-4 EROSION AND SEDIMENT CONTROL DETAILS I VA PROFESSIONAL ENGINEER LIC.#052122
ES-5 EROSION AND SEDIMENT CONTROL DETAILS II
CONSTRUCTION MANAGER NETWORK BUILDING&CONSULTING ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
JOHN KIRBY THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE DO NOT SCALE DRAWINGS
(540)280-9630 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2015 INTERNATIONAL BUILDING CODE • ANSI/TIA-222-G 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
PROJECT MANAGEMENT FIRM: GDN SITES • 2014 NATIONAL ELECTRICAL CODE • TIA 607 SHALL IMMEDIATELY NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY TITLE SHEET
NATE HOLLAND DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE _
(757)305-8420 • 2015 NFPA 101,LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE
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• 2015 IFC IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION.
ENGINEERING FIRM- NB+C ENGINEERING SERVICES,LLC.
4435 WATERFRONT DRIVE • AMERICAN CONCRETE INSTITUTE TELECORDIA GR-1275
SUITE 100
GLEN ALLEN,VA 23060 AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311 m
(804)548-4079 Z T-1
• MANUAL OF STEEL CONSTRUCTION 14TH EDITION �
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SITE INFORMATION
PROJECT DESCRIPTION: RAWLAND: PROPOSED INSTALLATION OF
TELECOMMUNICATIONS TOWER AND RELATED
EQUIPMENT WITHIN SECURED COMPOUND.
SITE ADDRESS: WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
LATITUDE (NAD 83): 380 3' 14.0503"
LONGITUDE (NAD 83): -780 39' 53.7307"
GROUND ELEVATION:
667.3' ± (ASML)
JURISDICTION:
ALBEMARLE COUNTY
ZONING:
RA - RURAL AREA
PARCEL ID #:
05700-00-00-041 LO
PARCEL AREA:
6.0 ± ACRES
PARCEL OWNER:
ROBERT L & JEANNE K CROSS TRUSTEES OF THE
CROSS LIVING TRUST
635 BOONE TRAIL
CHARLOTTESVILLE, VA 22903
TOWER OWNER:
VERIZON
1831 RADY COURT
RICHMOND. VA 23222
STRUCTURE TYPE: MONOPOLE
HEIGHT OF STRUCTURE: 116.7'±AGL
RAD CENTER: 112.7'± AGL
OVERALL HEIGHT OF STRUCTURE: 118.7'± AGL
TOTAL LEASE AREA: 900 SQ. FT.
AREA OF DISTURBANCE: 3,335 ± SQ. FT.
POWER PROVIDER: DOMINION VA POWER (866)366-4357
TELCO PROVIDER: VERIZON (800)871-9244
Z-1 TOPOGRAPHY: ALBEMARLE COUNTY GIS 2018, 4' CONTOURS
ES-1 TOPOGRAPHY: CAUSEWAY CONSULTANT'S SURVEY DATED 09/30/19
EMERGENCY INFORMATION:
ALBEMARLE COUNTY FIRE & RESCUE: (434) 296-5833
ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-4001
PROJECT TEAM
CONSTRUCTION MANAGER: NETWORK BUILDING & CONSULTING
JOHN KIRBY
(540) 280-9630
PROJECT MANAGEMENT FIRM: GDN SITES
NATE HOLLAND
(757) 305-8420
ENGINEERING FIRM:
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE
SUITE 100
GLEN ALLEN, VA 23060
(804) 548-4079
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SITE NAME: WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
VICINITY MAP
SCALE: 1" = 2000'
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SITE
SITE
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DIRECTIONS
DEPART GOODIES BRIDGE RD TOWARD WALMSLEY BLVD. TURN RIGHT ONTO WALMSLEY BLVD. TURN RIGHT ONTO
TURNER RD. 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. ROAD RESTRICTED AT YOUR PLANNED TRAVEL TIME.
KEEP LEFT TO STAY ON VA-76 N / BELTLINE EXPY. KEEP STRAIGHT ONTO 1-195 N. TAKE RAMP LEFT FOR 1-64 WEST
TOWARD CHARLOTTESVILLE. AT EXIT 114, TAKE RAMP RIGHT TOWARD IVY. TURN RIGHT ONTO VA-637 / DICK WOODS RD.
MAKE A U-TURN AT IVY DEPOT RD. TURN LEFT ONTO US-250 / IVY RD. KEEP LEFT TO STAY ON US-250. TURN LEFT ONTO
WILD TURKEY LN. ARRIVE AT SITE ON THE LEFT.
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2015 INTERNATIONAL BUILDING CODE • ANSI/TIA-222-G
• 2014 NATIONAL ELECTRICAL CODE • TIA 607
• 2015 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• 2015 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN CONCRETE INSTITUTE • TELECORDIA GR-1275
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311
• MANUAL OF STEEL CONSTRUCTION 14TH EDITION
Know what's below.
Call before you dig.
DRAWING INDEX
T-1
TITLE SHEET
EE-1
EASEMENT EXHIBIT
EE-2
EASEMENT EXHIBIT
Z-1
2,000 TOPO BOUNDARY
C-1
SITE PLAN
C-2
ENLARGED SITE PLAN
C-3
COMPOUND PLAN
C-4
TREE INVENTORY
C-5
TOWER ELEVATION DETAILS & NOTES
C-6
MOUNT DETAILS
S-1
EQUIPMENT MOUNTING DETAILS
S-2
CONCRETE PAD DETAILS
S-3
CONSTRUCTION DETAILS & NOTES
S-4
CONSTRUCTION DETAILS
S-5
GENERATOR DETAILS
E-1
ELECTRICAL PLAN
E-2
CONDUIT ROUTING PLAN
E-3
PANEL SCHEDULE & ONE -LINE DIAGRAM
E-4
ELECTRICAL RISER DIAGRAM & SERVICE ENTRANCE SCHEMATIC
G-1
GROUNDING PLAN AND DETAILS
G-2
GROUNDING RISER DIAGRAM & DETAILS
ES-1
EROSION AND SEDIMENT CONTROL & GRADING PLAN
ES-2
EROSION AND SEDIMENT CONTROL NOTES
ES-3
EROSION AND SEDIMENT DETAILS
ES-4
EROSION AND SEDIMENT CONTROL DETAILS I
ES-5
EROSION AND SEDIMENT CONTROL DETAILS II
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.
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NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
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RICHMOND, VA 23222
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Q I I WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
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REVISIONS
6
06/10/20
REVISED
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04/20/20
REVISED
CCC
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03/09/20
REVISED
PJP
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02/24/20
REVISED
PJP
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12/04/19
REVISED
CCC
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11/18/19
FINALS
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10/30/19
PRELIMINARY CD
US
REV
DATE
DESCRIPTION
BY
��E�yTH OF lst%
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JOHN A. DAUGHTREY III
,o Lic. No.0402052122
06/10/2020
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TITLE SHEET
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Rock
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50
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PROPOSED LESSEE 30' x 30'
LEASE AREA
P.O.B. IVAG NAIL(F) / =
IN PAVED DRIVEWAY L1
IVIF
ROBERT L. & ✓EANNE K. CROSS
TR. OF CROSS LIVING TRUST
PARCEL ID 05700 00-G. 00-041LO
\ PARCEL Y"
rl
PROPOSED 20' LESSEE INGRESS
\ UTILITIES EASEMENT
EGRESS
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N/F
N/F ROBERT L. & ✓EANNE K. CROSS
✓OHN & MAE✓E OVERTON TT OF CROSS LIVING TRUST PARCEL 'k'" SHOWN PER D.B. JO55, PG. 236
O.B. 5075, PG. 390 D.B. 3606, PG. 391
PARCEL ID 05700-00-00-041GO PARCEL ID 05700-00-00-041LO AS RESERVED FOR DEDICATION UPON DEMAND
\PARCEL X' OF THE COUNTY
LINE rAHLE
LINE
BEARING
DISTANCE
L 1
N 28'29'07" E
21.28'
L2
S 41°31'12" E
163.48'
L3
N 44.06'05" E
I12.63"
L4
N 01.3624" W
9,71'
L5
N 48.4945" W
80.51'
L6
N 6171'33" E
21.51'
L7
S 48'49 "45 " E
81.90'
L8
S 01 °36 24 " E
26.88'
L9
S 44.06"05" W
142.65'
L 10
N 47.31 "12" W
17779"
LII
IN 28.38 27 W
30.00
L12
1 N 67.21'33' E
30.00'
L 13
IS 28.38 27 ' E
30.00'
L 14
IS 61'21 33 " W
30. 00'
CR%PHIC SCALE 1 "=40'
0' 40' 80' 120'
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RR+C ENGINEERING �oSERVICES, LLC.
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1831 RADY COURT
RICHMOND, VA 23222
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WILD TURKEY
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NB+C PROJECT#100374
#426 ROCKFISH GAP
TURNPIKE
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CHARLOTTESVILLE, VA 22903
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ALBEMARLE COUNTY
7
REVISIONS
1 19WI91 REV. EASE RW
0 BB/19 EASEMENT IXHIBIT RW
DATE I DESCRIPTION
OBERT T. WILLIAMS, JR.-
LIC. No. 002551
9-30-2019
SURNE
oO_wO t0nts P.C.
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Land Surveyors VA&NC
P.0 BO% 15039
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PHESNUKE.
PHONE: ]5]-482-04]4
0474
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! II EASEMENT
II EXHIBIT
EE-1
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: JULY 15, 2019.
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS
OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED
TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND
HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS.
3. NO SUB —SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT
MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF
UNDERGROUND UTILITIES.
4. THIS EXHIBIT WAS DONE WITH THE BENEFIT OF A TITLE REPORT BY US TITLE
SOLUTIONS, FILE No. 63455—VA1906-5010, REF. No. 18082-2nd PARCEL, DATED JUNE 19, 2019.
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT—OF—WAY,
PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF
RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS.
7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN
FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL
FLOOD INSURANCE COMMUNITY NUMBER 51003C-0245 D, DATED FEBRUARY 4, 2005.
8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS
NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT.
LEGAL DESCRIPTION PROPOSED LESSEE 30' x 30' LEASE AREA
A PROPOSED LESSEE 30' x 30' LEASE AREA ON PARCEL "Y" AS SHOWN ON
THAT CERTAIN MAP RECORDED IN DEED BOOK 1055 AT PAGE 234, OF RECORD
IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA;
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A MAG NAIL IN THE NORTHWESTERLY MOST CORNER OF PARCEL
"X" AS SHOWN ON SAID MAP, THENCE ALONG A RE LINE N 74'04 21 ' E A
DISTANCE OF 13720' TO A POINT BEING THE TRUE POINT AND PLACE OF
BEGINNING;
THENCE N 28°38 27" W A
DISTANCE OF 30.00'
TO A
POINT,
THENCE N 6121 33" E A
DISTANCE OF 30.00'
TO A
POINT,
THENCE S 28`38 27" E A
DISTANCE OF 30.00'
TO A
POINT,
THENCE S 61 21 33" W A
DISTANCE OF 30.00'
TO A
POINT
WHICH IS THE TRUE POINT AND PLACE OF BEGINNING, HAVING AN AREA OF 900
SQUARE FEET
LEGAL DESCRIPTION PROPOSED LESSEE 20' INGRESS/EGRESS AND UTILITIES EASEMENT
A PROPOSED LESSEE 20' INGRESS/EGRESS AND UTILITIES EASEMENT OVER AND ACROSS PARCEL
X" AND PARCEL "Y" AS SHOWN ON THAT CERTAIN MAP RECORDED IN DEED BOOK 1055 AT PAGE z
234, OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; z
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; w
BEGINNING AT A MA NAIL
/A/ THE NORTHWESTERLY MOST CORNER OF PARCEL 'X" AS SHOWN ON
SAID MAP,
THENCE ALONG
U.S. ROUTE 250, LOCALLY KNOWN AS ROCKFISH GAP TURNPIKE
N 2829'07" E A DISTANCE OF 27.28' TO A NAIL;
THENCE LEAVING SAID U.S.
ROUTE 250, S 41°31'12" E A DISTANCE OF 163.48' TO A POINT,
THENCE N
44'06'05' E A
DISTANCE OF 112.63' TO A POINT,
THENCE N
01 °36 24 " W A
DISTANCE OF 9.71 ' TO A POINT,
THENCE N
48'4945" W A
DISTANCE OF 80.51' TO A POINT,
THENCE N
61'21 '33" E A
DISTANCE OF 21.31 ' TO A POINT;
THENCE S
48°49'45' E A
DISTANCE OF 81.90' TO A POINT,
THENCE S
01 °36 24 " E A
DISTANCE OF 26.88' TO A POINT,•
THENCE S
44'06'05" W A
DISTANCE OF 142.65' TO A POINT,
THENCE N
41 °31 '12' W A
DISTANCE OF 177.79' TO A POINT WHICH IS THE POINT OF BEGINNING,
HAVING AN AREA OF 7,955 SQUARE FEET OR 0. 183 ACRES.
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NB+C ENGINEERING SERVICES, LLC.
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1831 RADY COURT
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#426 ROCKFISH GAP
TURNPIKE
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ALBEMARLE COUNTY
REVISIONS
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06/10/20
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15"
47'
721' AMSL
(169)
OAK
15
64'
740' AMSL
(171)
OAK
12
62'
742' AMSL
(173)
OAK
12
65'
741' AMSL
(175)
LOCUST
12"
73'
750' AMSL
(177)
LOCUST
10
57'
735' AMSL
(179)
LOCUST
10"
63'
740' AMSL
(181)
LOCUST
10"
60'
738' AMSL
(183)
OAK
50"
82'
762' AMSL
(185)
OAK
15"
99'
773' AMSL
(187)
OAK
36"
100'
773' AMSL
(189)
PERSIMMON
15"
90'
762' AMSL
(191)
OAK
20"
94'
764' AMSL
(193)
OAK
20"
80'
751' AMSL
(195)
OAK
20"
89'
759' AMSL
(197)
OAK
20
113'
774' AMSL
(199)
OAK
24"
113'
774' AMSL
(201)
CEDAR
20"
41'
709' AMSL
(203)
OAK
10"
73'
738' AMSL
(205)
OAK
24"
85'
750' AMSL
(207)
OAK
12"
94'
753' AMSL
(209)
OAK
48
106'
768' AMSL
(211)
OAK
15"
81'
742' AMSL
(213)
OAK
30"
120'
776' AMSL
(215)
OAK
15"
100'
753' AMSL
(217)
OAK
15"
85'
743' AMSL
(219)
OAK
20"
70'
721' AMSL
(221)
OAK
24"
94'
748' AMSL
(223)
OAK
24"
96'
754' AMSL
(225)
OAK
20"
74'
728' AMSL
(227)
OAK
24"
95'
751' AMSL
(229)
OAK
15"
89'
747' AMSL
(238)
OAK
20"
81'
741' AMSL
(240)
OAK
20"
86'
749' AMSL
(242)
LOCUST
12"
75'
746' AMSL
(244)
LOCUST
18"
70'
741' AMSL
*TOTAL TREES TO BE REMOVED: 1
155
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.
ELEV.=0.0' AGL
(661.0 AMSL)
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TOP OF PROPOSED VERIZON MONOPOLE
ELEV.=116.7' AGL
(784.0' AMSL)
PROPOSED ANTENNAS
(TYP. OF 6)
PROPOSED SITE PRO 1-COMPACT
MONOPOLE MOUNT
PART # UWS6-NP (TYP. OF 2)
PROPOSED OVP (TYP. OF 2)
PROPOSED SITE PRO 1-RING MOUNT
PART # UGLM-DCP
PROPOSED VERIZON
WIRELESS HYBRID CABLES
TO RUN INSIDE MONOPOLE
PROPOSED VERIZON WIRELESS
117' MONOPOLE TOWER
EXISTING
REFERENCE TREE
(#199)
25'
MAX TO DRIPLINE OF REFERENCE TREE
PROPOSED
OUTDOOR
EQUIPMENT
8
1 ELEVATION
C 5 SCALE: 1/8" = 1'
51
GRAPHIC SCALE
4 8 16
(IN FEET)
1 INCH = 8 FEET
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.=118.7 AGL 786.0 AMSL
PROPOSED TOP OF TOWER
ELEV.=116.7 AGL 784.0 AMSL
PROPOSED VERIZON RAD CENTER
ELEV.=112.7 AGL 780.3 AMSL
PROPOSED RRH MOUNT CENTERLINE
ELEV.=102 AGL 769.3 AMSL
PROPOSED OVP MOUNT CENTERLINE
ELEV.=94 AGL 761.3 AMSL
PROPOSED 2" STD PIPES.
6' LONG. (TYP. OF 3)
NOTE:
ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE
FROM GROUND LEVEL TO ANTENNA ELEVATION
32
NOTE:
1. THE PROPOSED 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.
PROPOSED SITE PRO
1-COMPACT MONOPOLE MOUNT
PART # USW6-NP (TYP. OF 2)
ELEV.=Off AGL
(667.3 AMSL)
(POSED 116.7'
MONOPOLE
AZIMUTHS TBD
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PROPOSED
VERIZON ANTENNA
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PROPOSED
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ANTENNA ORIENTATION PLAN AT 113'
NTS
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.
NOTE:
THE TOWER STRUCTURE HAS NOT BEEN EVALUATED
BY NETWORK BUILDING AND CONSULTING ES AND
WILL NEED TO BE ANALYZED WITH ALL PROPOSED
LOADING BY A PROFESSIONAL ENGINEER PRIOR TO
INSTALLATION.
Know what's mow.
Call before you dig.
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
verizonit
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6 1 06/10/201 REVISED I CT
5 1 04/20/20 1 REVISED I CCC
4 103/09/201 REVISED I Pip
3 1 02/24/201 REVISED I Pip
2 1 12/04/19 1 REVISED I CCC
1 1 11/18/19 1 FINALS I CCC 1
0 1 10/30/19 1 PRELIMINARY CD I US
REV I DATE I DESCRIPTION BY
OF 7
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JOHN A. DAUGHTREY III
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOWER ELEVATION,
DETAILS & NOTES
C=5
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
SITE 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
SCALE: NTS
PROPOSED 116.7'
MONOPOLE
PROPOSED VERIZON
WIRELESS OVP
(1 TOTAL ON TOWER)
SITE PRO 1-RING MOUNT
(PART # UGLM-DCP)
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PROPOSED OVP ORIENTATION PLAN - 95' MOUNT CENTER
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6' L
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(PART # UGLM-DCP)
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
(PART # UGLM-DCP) OR APPROVED EQUIVALENT
2 OVP MOUNT DETAIL
C-6 SCALE: NTS
�-OMPACT
RUNT (PART
(12 TOTAL ON TOWER)
PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER
0101
APPROX
TRUE NORTH
15.73"
RAYCAP OVP BOX #RHSDC-3315-PF-48
NTS
(12 TOTAL ON TOWER)
PACT
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NTS
APPROX
TRUE NORTH
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
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1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6 06/10/20 REVISED CT
5 04/20/20 REVISED CCC
4 03/09/20 REVISED PJP
3 02/24/20 REVISED Pip
2 1 12/04/19 1 REVISED I CCC
1 11/18/19 FINALS CCC
0 10/30/19 PRELIMINARY CD US
REV I DATE I DESCRIPTION I BY
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
MOUNT DETAILS
C=6
10'
(H-FRAME W/ICE BRIDGE)
10'
(CONCRETE PAD)
RESERVED SPACE FOR EQUIPMENT PROPOSED VERIZON WIRELESS 4'X10'
CHARLES CABINET ` H-FRAME POST #1 CONCRETE PAD FOR EQUIPMENT
18"x18" HOFFMAN BOX
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
AS NEEDED ON THIS SIDE
MOUNT LIGHT SWITCH
W/ TIMER ON END POST
24" WIDE ICE BRIDGE
OVER H-FRAME EQUIPMENT
SWITCH/TIMER
CHARLES CUBE #RL1003C-A
EXCHANGER (120V) W/ TF
UPS PART #SM1500RMXL2UT/
18%18" HOFFMAN
PROPOSED VERIZON
WIRELESS GPS ANTENNA
ATS/AC
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CONTRACTOR PROVIDED EQUIPMENT:
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
* 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.
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- 26.2" WIDE X 78" TALL X 12.3" DEEP, ASCO D300L SERIES
w POWER TRANSFER LOAD CENTER MODEL AA300G-1PH-N-3R -
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- RAYCAP OVP-6 (RCMDC-3315-PF-48)
RICHMOND, VA 23222
- COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH
CONSTRUCTION MANAGER.
FRONT
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.
Q I I WILD TURKEY
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CHARLOTTESVILLE, VA 22903
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REVISIONS
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06/10/20
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12/04/19
REVISED
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1 1 11/18/191 FINALS I CCC
10/30/19
1 PRELIMINARY CD
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MANUFACTURER
RECOMMENDATIONS FOR
POST (TYP) BOLT TORQUE
P1000 1 5/8" X 1 5/8" 12 GAGE
CHANNEL STEEL UNISTRUT (TYP)
PIPE 3 STD 13'-4"
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CONCRETE GENERAL NOTES
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REQUIREMENTS FOR REINFORCED CONCRETE" AND TO THE PROJECT Jill
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MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. CD
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4435 WATERFRONT DRIVE, SUITE 100
3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED GLENALLEN, 23060
804-548-407079
CONCRETE WORK WITH AIR -ENTRAINING ADMIXTURE COMPLYING WITH
ASTM C 260. AT TROWEL -FINISHED FLOORS, DO NOT EXCEED
AIR -ENTRAINMENT CONTENT OF 3 PERCENT.
4. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK
OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS
WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
5. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A.
6. FLOOR SLAB TOLERANCES TO ASTM E1155; SPECIFIED OVERALL Q verizonit
MINIMUM VALUE OF FLATNESS F F=25 WITH LOCAL MINIMUM F F=17,
AND MINIMUM VALUE OF LEVELNESS F F=20 WITH LOCAL MINIMUM F I U
AND F F WITHIN 72 HOURS OF SLAB CONSTRUCTION.
7. CABINETS ON SLAB (IF APPLICABLE). ALLOWABLE CAPACITY OF Q 1831 RADY COURT
CONCRETE USED IN DESIGN MIN. 3500 PSI. RICHMOND, VA 23222
FOUNDATION NOTES:
1. DESIGN INFORMATION AND GENERAL REQUIREMENTS
1.1 CODES
A. DESIGN CONFORMS TO INTERNATIONAL BUILDING CODE 2015.
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2. EARTHWORK WILD TURKEY LANE
2.1 FOUNDATIONS CHARLOTTESVILLE, VA 22903
A. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBEDLi
ALBEMARLE COUNTY
RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), CAPABLE OF SAFELY UJ
SUPPORTING A NET ALLOWABLE BEARING PRESSURE OF 2000 PSF. IF
FOUNDATION CONDITIONS PROVE UNACCEPTABLE AT ELEVATIONS
SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE
BACKFILLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR
REDESIGN OF FOUNDATIONS WILL BE REQUIRED AT THE DIRECTION OF REVISIONS
THE ENGINEER.
B. DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING
AND DRAINAGE NECESSARY TO MAINTAIN THE EXCAVATION AND
PROTECT SURROUNDING STRUCTURES AND UTILITIES. 6 06/10/20 REVISED CT
C. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING O
ANY CONCRETE. 5 04/20/20 REVISED CCC
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A. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR Lu 2 12/04/19 REVISED CCC
STRUCTURAL, CONCRETE FOR BUILDINGS," (ACI 301-89). 1 11/18/19 FINALS CCC
B. FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR 0 10/30/19 PRELIMINARY CD US
STRUCTURAL CONCRETE FOR BUILDINGS."
3.2 REINFORCEMENT REV DATE DESCRIPTION BY
A. REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185
(FLAT SHEET). LAPS 40 BAR DIAMETERS UNLESS NOTED. BARS SHALL
BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE
ACCESSORIES, TIE BARS, SUPPORT BARS, ETC. HOOK LENGTHS SHALL
BE 12 BAR DIAMETERS.
B. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, 2 111 ti, H OF GJ
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FOOTINGS & SLABS CAST AGAINST GROUND . . . . . . . . 3"
CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT Q
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AT BARS #5 OR LESS . . . . . . . . . . . . . . . . . 1-1/2" Q
JOHN A. DAUGHTREY III
CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER U) A Lic. No. 0402052122 a
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F'C PSI SLUMP
CLASS I FOOTINGS . . . . . . . . . . . . . 4000 3"
CLASS II FOOTINGS . . . . . . . . . . . . . 4000 3"
CLASS III INTERIOR ELEVATED . . . . . . . 4000 4"
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1 111/18/19 1 FINALS I CCC
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3. PAVEMENT AND SUBGRADE TO BE AS SHOWN ON
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4. QUAZITE DOES NOT RECOMMEND THE USE OF
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2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS
3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD
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1. WHEN EQUIPMENT FRAME IS INSTALLED ADJACENT TO CABINET PAD,
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2. BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE
CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT
SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS
SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR
USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL
CONSTRUCTION MANAGER AND ADJUST IS NECESSARY. ALL CONDUIT SHALL
MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIIRED.
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CONDUIT ROUTING
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PANEL SCHEDULE AND SINGLE LINE DIAGRAM
REPRESENT A SITE WITH A NEW GE POWER PLANT, 30 KW
DIESEL GENERATOR, AND TWO SOURCE ILC (THREE
SOURCE ILC OPTIONAL AS NEEDED). ADJUST AS
NECESSARY PER LOCAL SITE CONDITIONS
TO UTILITY
TRANSFORMER
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SERVICE DISCONNECT/
FUSED SWITCH
CAM LOCK
(OPTIONAL)
VERIZON WIRELESS ILC
CABINET WITH 2P/200A
UTILITY BREAKER AND
OPTIONAL 2P/200A CAM
LOCK BREAKER
MECHANICALLY
INTERLOCKED WITH
WALKING BEAM TRANSFER
SWITCH AND 30 POSITION
LOAD CENTER
3-#3/0 AWI
#6 AWG EG
2" CONDUIT
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UTILITY METER
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4 AWG GEC
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6 AWG EG
1-1/2" CONDUIT
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1" CONDUIT FOR GEN CONTROLS & ALARMS
GFCI
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8-#10 AWG, 1-#10 AWG EG, IN (4) 1" CONDUIT
ROUTE CONDUIT ABOVE GROUND SECURED TO
EQUIPMENT FRAME
PRIMARY
CABINET
LOAD CALCULATION
LOAD
AMPS
PROPOSED LOAD:
148.0
TOTAL DEMAND:
148.0
VOLTAGE: 120/240V SINGLE
PHASE 3W 200A
VERIZON WIRELESS
30KW DIESEL GENERATOR
3OKW 120/240 V, DIESEL
GENERATOR WITH 150A MAIN
BREAKER. GENERATOR IS IN A
NEMA 3R ENCLOSURE. SUPPLIED
WITH 150OW 120V BLOCK HEATER.
NOTE: THE GENERATOR USED IN
CONJUNCTION WITH A 2-POLE ILC
WITH A SOLID NEUTRAL IS NOT A
SEPARATELY DERIVED SYSTEM. AS
SUCH, DO NOT BOND THE NEUTRAL
TO GROUND AT THE GENERATOR
6-#6 AWG (3 PAIRS)
#6 AWG EG
(1) 1-1/2" LMFC
6-#6 AWG (3 PAIRS)
#6 AWG EG
(1) 1-1/2" LMFC
ELECTRICAL SINGLE LINE DIAGRAM
NOTES:
1. ALL EQUIPMENT SHALL BE NEMA 3R RATED.
2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222-G AND VERIZON WIRELESS
STANDARDS.
3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON
BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%).
4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9.
5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT.
BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM
24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL
CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL CODE
REQUIREMENTS AS REQUIRED.
OVP-6
OVP-6
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MODELNUMBE
VZW ILC
ASCO D300L SERIES
NAMEL
RATED
240
120
VOLTS
PHASE/WIRE:
1
1 3
VOLTAGE:
MAIN
BUS
KEY DOOR
200
AMPS
200
YES
BREAKER:
RATING:
LATCH:
NEUTRAL
MOUNT:
SURFACE
YES
HENGED DOOR:
YES
BAR:
ENCLOSURE
NEMA 3R
AIC:
65K
TYPE:
BUS AMPS
BUS AMPS
USAGE
USAGE
POS
LOAD
POLES
AMPS
L1
L2
AMPS
POLES
LOAD
POS
FACTOR
FACTOR
L1
L2
L1
L2
1
1
18
18
1
2
RECTIFIER
2
30A
30A
2
FUTURE
RECTIFIER
3
1
18
18
1
4
5
1
18
18
1
6
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2
30A
30A
2
FUTURE
7
1
18
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18
1
8
9
1
18
10
RECTIFIER
2
30A
11
1
18
12
13
1
18
14
RECTIFIER
2
30A
15
1
18
16
GFI RECEPT.
17
1.25
16
1
20A
18
LIGHT
19
1
16
BLOCK HEATER
1
20A
20
21
1
16
BATT. CHARGER
1
20A
22
23
1
24
UPS RECEPT
1
30A
24
25
26
27
28
29
30
104
112
:SUB TOTAL AMPS
SUB TOTAL AMPS:
36
36
FACTORED TOTAL
140
148
AMPS:
NOTES:
1. ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER.
2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50FT.
3. ASCO INTEGRATED LOAD CENTER INCLUDES 200 AMP MAIN DISCONNECT AND TRANSFER SWITCH FOR PORTABLE
OR PERMANENT GENERATOR.
4. RECTIFIER LOADS ARE CONSIDERED TO BE NON -CONTINUOUS.
5. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE,
BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY.
FIBER HANDHOLE/
MEET -ME POINT
AT ROW
(1) 2" CONDUIT FOR
DARK FIBER *
AND (1) 2" CONDUIT
FOR EBH IF NEEDED **
PANEL SCHEDULE
(1) 2" CONDUIT
(FOR DARK FIBER OR
EBH AS NEEDED)
VZW FIBER HANDHOLE
(OR JUNCTION BOX ON
COMMON USE UTILITY
FRAME) IN COMPOUND
(1) 2" CONDUIT
(FOR EBH IF NEEDED)
FIBER SINGLE LINE DIAGRAM
VZW EQUIPMENT FRAME
TERMINATION POINT
(18"X18" FIBER JUNCTION
BOX FOR DARK FIBER OR
CHARLES CABINET AS
NEEDED FOR EBH)
EBH DEMARC
(IF REQUIRED, VERIFY
REQUIREMENTS WITH
EBH PROVIDER)
NOTES:
* ADD (1) ADDITIONAL 2" CONDUIT FOR DARK FIBER (2 TOTAL) IF REQUIRED BY
LOCAL MARKET FACILITIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO
EACH CONDUIT)
** VERIFY EBH REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION.
(ADD 2 PULL STRINGS TO EACH CONDUIT)
(1) 2" RGC STRAIGHT RUN AT
GRADE (CLAMP TO EQUIPMENT
FRAME POSTS), TRANSITION TO 2"
LMFC AT EACH FOR EQUIPMENT
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1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE
PERFORMED UNDER THIS CONTRACT.
2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO ORDERING
OF ANY EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS
TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES.
3. VERIFY HEIGHTS WITH PROJECT MANAGER PRIOR TO INSTALLATION.
4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE.
5. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDULING AND PROVISIONARY
CIRCUMSTANCES SURROUNDING THE PROJECT.
6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS,
TRANSPORTATION, ETC., FOR COMPLETE AND FUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE
THROUGHOUT AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.
7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE
BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT.
ELECTRICAL MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE
INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL
GOVERNING BODIES HAVING JURISDICTION OVER THE CONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN
ACCORDANCE WITH ALL CURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALL MATERIALS
AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE AND LOCATION.
8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY AND CITY CODES AND OSHA, NFPA, NEC
& ASHRAE REQUIREMENTS.
9. ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE. ALL
WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON
WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR.
10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE -STOPS WHERE PENETRATIONS ARE MADE THROUGH
FIRE -RATED ASSEMBLIES. WATER -TIGHT USING SILICONE SEALANT.
11. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGS TO THE PROJECT MANAGER AT JOB
COMPLETION. PROVIDE MAINTENANCE MANUALS FOR MECHANICAL EQUIPMENT. AFFIX MAINTENANCE LABELS TO
MECHANICAL EQUIPMENT.
CHARLES
CUBE
HOFFMAN
BOX R J
-0-6-
ILC
PROPOSED (1) 2"0 SCH. 40 PVC CONDUIT
W/ (3) #3/0 + (1) #6G FOR ELECTRIC
SERVICE FROM METER TO ILC
(23' LONG)
12. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG., UNLESS OTHERWISE NOTED.
CONDUCTORS SHALL BE TYPE THWN, RATED IN ACCORDANCE WITH NEC 110-14(C).
13. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE
MAXIMUM INTERRUPTING CURRENT TO WHICH THEY MAY BE SUBJECTED.
14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE;
ARTICLES 250 & 810 AND THE UTILITY COMPANY STANDARDS.
15. CONDUIT:
A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN
INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY
WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED
WRAPPED WITH HUNTS WRAP PROCESS NO. 3.
B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT
SHALL BE USED ONLY FOR INTERIOR RUNS.
C. LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO
MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN
LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR.
D. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT
SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL
EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALLING.
E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE
UV -RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS;
EXCEPT WHERE PERMITTED BY CODE TO OMIT.
17. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. BACKGROUND SHALL BE
BLACK WITH WHITE LETTERS; EXCEPT AS REQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME.
PROPOSED 2 GANG METER BANK
PROPOSED SQUARE D SINGLE PHASE FEED
THROUGH PANEL RATED 120/24OV, 200 AMP
DISCONNECT MODEL # Q01816M20OFTRB OR
EQUIVALENT AND PROPOSED 20A GFCI RECEPTACLE
(CONTRACTOR TO PROVIDE FAULT PROTECTION
GREATER THAN INCOMING FAULT CURRENT FROM
POWER GRID)
PROPOSED UTILITY
H-FRAME
INCOMING 120/24OV, 1�
ELECTRICAL SERVICE FROM
POWER COMPANY (BY
OTHERS)
PROPOSED (1) 1" SCH. 40 PVC
CONDUIT W/ (2) #6 + (1) #10G FROM
CHARLES CUBE TO MESA DISCONNECT
(25' LONG)
0 0
PROPOSED
120/240v, 1PHASE, 200
AMP UTILITY METER
18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR
APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5
OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON
METHODS FOR REDUCING THE RESISTANCE VALUE.
19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED
CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSED AND EXCESS MATERIAL GENERATED BY THE WORK OF THIS
CONTRACT. DELIVER ITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAIN SIGNED RECEIPT
UPON DELIVERY.
20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE
TEMPORARY POWER AND ALL HOOKUP COSTS SHALL BE PAID BY THE CONTRACTOR.
21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN POWER TO ALL OTHER AREAS &
CIRCUITS NOT SCHEDULED FOR REMOVAL.
22. RED LINED AS -BUILT PLANS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER.
23.INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE. OUTDOOR CONDUCTORS SHALL BE
INSTALLED IN RIGID GALVANIZED STEEL CONDUIT UNLESS NOTED OTHERWISE.
24.NY SMSA TO PROVIDE SURGE SUPPRESSOR FOR TELCO BOARD SERVING NEW EQUIPMENT, THE SURGE SUPPRESSOR
TO BE INSTALLED BY CONTRACTOR AND GROUNDED TO MGB.
25. SEAL AROUND PENETRATIONS RESULTING FROM CONDUIT ROUTING WITH FIRE- STOPPING FOAM SEALANT HAVING A
UL-LISTED RATING OF 2 HOURS. HAMMER -DRILLING IS NOT PERMITTED. CORE -DRILLING TO BE COORDINATED WITH
BUILDING OWNER'S REPRESENTATIVE.
26. PROVIDE (2) FUSES OF SIZE RECOMMENDED BY CONDENSING UNIT MANUFACTURER.
27. PROVIDE SMOKE DETECTOR COMPATIBLE WITH EXISTING BUILDING FIRE ALARM SYSTEM. TIE TO LOCAL ZONE.
COORDINATE WITH BUILDING OWNER'S FIRE ALARM SYSTEM CONTRACTOR. PROVIDE SENTROL 449CRT PHOTOELECTRIC
SMOKE DETECTOR WITH AUXILIARY RELAY FOE ACU-1 SHUTDOWN.
28. PROVIDE GENERATOR CONNECTOR RECEPTACLE AND ENCLOSED CIRCUIT BREAKER IN LOCATION SUITABLE FOR
PORTABLE GENERATOR ACCESS. COORDINATE WITH BUILDING OWNER FOR EXACT LOCATION. PAINT TO MATCH EXISTING
WALL COLOR.
29. PROVIDE ALARM TERMINAL CABINET HIGH/LOW ALARMS MOUNTED ON TELCO BOARD.
30. PROVIDE DOOR ALARM CONTACT.
PROPOSED 30A DISCONNECT
ON POST
(1) #2/0 G BOND TO
POWER COMPOUND
GROUNDING SYSTEM
PROPOSED (2) 2" SCH. 40 PVC
CONDUIT FOR TELCO SERVICE WITH
1000 LB MULETAPE AND COPPERHEAD
TRACER WIRE OUTSIDE TRENCH
(31' LONG)
ELECTRICAL RISER DIAGRAM AND SERVICE ENTRANCE (SCHEMATIC
NTS
1. DUE TO EXISTING UTILITIES IN THE AREA, ALL TRENCHING IS TO BE DUG BY HAND.
2. SITE SHALL BE SCRAPED TO A DEPTH OF 3" MINIMUM TO REMOVE VEGETATIVE MATTER. EXCESS
MATERIAL GENERATED FROM SCRAPING ACTIVITIES SHALL BE BECOME THE PROPERTY OF THE
CONTRACTOR AND BE DISPOSED OF OFF -SITE.
3. EXCAVATION MATERIAL SHALL BE USED FOR SURFACE GRADING AS NECESSARY; EXCESS MATERIAL
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF -SITE.
4. CONTRACTOR TO PROVIDE A MINIMUM OF 4" SELECT TOPSOIL BORROW AND SEED TO ALL
DISTURBED AREAS TO BE RESTORED WITH VEGETATION. SEED MIX SHALL BE APPROVED BY THE
RWSA.
5. DISTURBED AREAS OF THE ACCESS DRIVE SHALL BE RESTORED TO ITS ORIGINAL CROSS-SECTION
(BOTH AGGREGATE BASE AND GRAVEL SURFACING) AND APPROVED BY THE RWSA.
6. EXISTING UTILITIES MUST BE PROTECTED DURING CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
PROPOSED MESA CABINET
PROPOSED (1) 1" SCH. 40 PVC
CONDUIT W/ (2) #6 + (1) #10G
FROM DISCONNECT TO MESA SPAN
(27' LONG)
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
verizom'
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6 106/10/201 REVISED I CT
5 1 04/20/20 1 REVISED I CCC
4 103/09/201 REVISED I Pip
3 102/24/201 REVISED I Pip
2 112/04/19 1 REVISED I CCC
1 111/18/19 1 FINALS I CCC
0 1 10/30/19 1 PRELIMINARY CD I US
REV I DATE
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CONNECT ALL H—FRAME MOUNTED
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1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL
ELECTRICAL CODE.
2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR
THEIR INTENDED USE.
3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED
OTHERWISE.
4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE,
TOWER BASE AND FENCE POSTS SHALL BE EXOTHERMIC ("CADWELDS")
UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE
GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY
CADWELD WITH GALVANIZING PAINT.
5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO —HOLE
BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE
(INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER
MECHANICAL CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING.
6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S
GROUNDING KITS.
7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH
POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 12" RADIUS.
8. INSTALL #2 AWG GREEN —INSULATED STRANDED WIRE FOR ABOVE GRADE
GROUNDING AND #2 TINNED SOLID COPPER WIRE FOR BELOW GRADE
GROUNDING UNLESS OTHERWISE NOTED.
9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS. GROUNDING
CONNECTIONS SHALL BE EXOTHERMIC TYPE ("CADWELDS") TO ANTENNA
MOUNTS AND GROUND RING. REMAINING GROUNDING CONNECTIONS SHALL
BE COMPRESSION FITTINGS. CONNECTIONS TO GROUND BARS SHALL BE
MADE WITH TWO —HOLE LUGS.
10. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND
RODS POSITION ACCORDING TO GROUNDING PLAN. THE GROUND RODS
SHALL BE 5/8"X10'-0" COPPER CLAD STEEL INTERCONNECTED WITH #2
TINNED SOLID COPPER WIRE BURIED 36" BELOW GRADE. BURY GROUND
RODS A MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART.
11.IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN
OBLIQUE ANGLE NOT TO EXCEED 45'.
12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO
PRODUCTS BULLETIN A —AT.
13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING
GROUND RING SYSTEM SHALL BE DOCUMENTED WITH PHOTOGRAPHS
PRIOR TO BACKFILLING SITE. PROVIDE PHOTOS TO THE VERIZON
CONSTRUCTION MANAGER.
14. ALL GROUND LEADS EXCEPT THOSE TO THE EQUIPMENT ARE TO BE #2
TINNED SOLID COPPER WIRE. ALL EXTERIOR GROUND BARS TINNED
COPPER.
15. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS
KOPR—SHIELD (TM OF JET LUBE INC.). PRIOR TO BOLTING GROUND WIRE
LUGS TO GROUND BARS, APPLY KOPR—SHIELD OR EQUAL.
16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND
VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVE OHMS TO GROUND BY
MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY A
VERIZON REPRESENTATIVE, AND RECORDED ON THE "GROUND RESISTANCE
TEST" FORM.
17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY
CONNECTION ABOVE GRADE TO GROUND RING, INSTALL WIRE IN 3/4"
PVC SLEEVE, FROM 1' BELOW GRADE AND SEAL TOP WITH SILICONE
MATERIAL.
18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY
REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL.
FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI —OXIDIZATION PAINT.
19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC,
GENERATOR, ETC.) IS LOCATED WITHIN 6 FEET OF METAL FENCING, THE
GROUND RING SHALL BE BONDED TO THE NEAREST FENCE POST USING
(3) RUNS OF #2 BARE TINNED COPPER WIRE.
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SECTION "A —A"
NOTE:
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2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
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THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE
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PROPERTY LINE — SUBJECT PARCEL
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PROPOSED FENCE
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PROPOSED LIMITS OF DISTURBANCE
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EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE TOWER, 90' LONG ACCESS ROAD AND FENCED
COMPOUND, ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 900 SF.; THE COMPOUND AREA IS
750 SF.; THE TOTAL DISTURBED AREA IS 3,335 S.F. OF WHICH 1,840 S.F. WILL BE COVERED WITH A GRAVEL SURFACE AND
THE REMAINING 1,495 S.F. WILL BE MANAGED TURF.
CONSTRUCTION SEQUENCE GENERAL EROSION AND SEDIMENT CONTROL NOTES:
AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OWNER/OPERATOR SHALL INVITE 1 THE OWNER/DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF
ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, BEFORE
S 2.
E STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL OWNER/DEVELOPER
CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES.
MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFOR
THE EROSION AND SEDIMENT CONTROL PLAN EAND THE CONSERVATION DISTRICT TO AN ON -SITE COUNTY PERSONNEL
OWNER DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE
ONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01,
VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM MISS UTILITY" INCORPORATED AT 811 FOR BURIED UTILITIES LOCATIONS. CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND
CONSTRUCTION STANDARDS MANUAL SECTION 750.04.
EXISTING SITE
CONDITIONS
EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE
3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND
THE SITE HAS
(2) EXISTING MONOPOLES AND ASSOCIATED FACILITIES. THE PROPOSED POLE AND COMPOUND WILL JUST TO THE
DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.
APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING.
SOUTH WEST.
THE LAND SLOPES AT DOWN 10% FROM AN EXISTING ACCESS ROAD TO THE PROPOSED LOCATION BEFORE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE
DROPPING OF
AT A RATE OF 62% DOWN TO ROCKFISH GAP TURNPIKE. OUR PROPOSED COMPOUND SITS ON TOP OF A SMALL
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH
AT ALL TIMES.
25' RIDGE ABOVE ROCKFISH GAP TURNPIKE. THE ACCESS ROAD AND COMPOUND IS PRIMARILY OPEN SPACE WITH FEW TREES.
STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE
5. THE DEVELOPER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL
ADJACENT AREAS
THE ADJACENT AREAS ARE MAINLY UNDEVELOPED WOODLANDS, AGRICULTURAL FIELDS AND SINGLE FAMILY RESIDENCES.
OFF -SITE AREAS
ALL ORGANIC MATERIAL, TREE VEGETATION, ROCKS GREATER THAN 12" IN ANY DIRECTION AND EXCESS CUT MATERIAL TO BE
HAULED OFF SITE. CONTRACTOR TO ENSURE MATERIAL IS DISPOSED OF AT AN APPROVED AND PERMITTED SOIL DISPOSAL
LOCATION.
SOILS
368HAYEVILLE LOAM - 2% TO 7% SLOPES - HYDROLOGIC SOIL GROUP B
36C HAYEVILLE LOAM - 7% TO 15% SLOPES - HYDROLOGIC SOIL GROUP B
CRITICAL AREAS
THE PROPOSED PROJECT WILL NOT CREATE ANY CRITICAL AREAS
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), CONSTRUCTION ROAD STABILIZATION (VE&SCH SPEC. 3.03), 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.
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. FINAL STABILIZATION IS CONSIDERED COMPLETED WHEN 100% OF THE DISTURBED SOIL SURFACE IS UNIFORMLY
COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER.
STORM WATER RUNOFF CONSIDERATIONS
THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE GREATEST EXTENT POSSIBLE. ALL
DRAINAGE FROM THE DISTURBED AREA WILL BE IN SHEET FLOW. THUS SATISFYING MINIMUM STANDARD 19.
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. BEGIN GRADING AND INSTALL GRAVEL, ROADSIDE DITCHES, AND CULVERTS WITH OUTLET PROTECTION.
5. STRIP TOPSOIL ACROSS COMPOUND AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR
LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER.
6. GRADE COMPOUND SITE AND INSTALL GRAVEL. IMMEDIATELY STABILIZE FILL AND CUT SLOPES WITH EROSION
CONTROL MATTING OR ROCK.
7. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE IS COMPLETE, BEGIN CONSTRUCTION OF TOWER
AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS.
8. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED
SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY.
9. 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.
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.
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ALBEMARLE COUNTY.
6. ALL DISTRIBUTED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS
ACHIEVED.
7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS.
8. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND THE VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS AND TO
ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. THE DEVELOPER/DEVELOPER'S
REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL PRACTICES AT ALL TIMES.
9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL
MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN
PARTICULAR:
a. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE
FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF
WAY TO THE TOP OF THE BARRIER.
b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED.
AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED.
10. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND
MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZED SHALL BE APPLIED WITH IN
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR
LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE
WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND
PARKING AREAS SHALL BE STABILIZED WITH SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED.
12. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE DAYS AFTER BACKFILL
13. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER
GRADING. STRAW OR HAY MULCH IS REQUIRED.
14. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION
MAINTAINED AN MODIFIED DURING CONSTRUCTION AS REQUIRED.
15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY
SEDIMENT CONTROL MEASURES SHALL BE REMOVED.
16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAYS AFTER
ADEQUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED
BY THE ALBEMARLE COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
AND SEDIMENTATION.
17. WHEN SEDIMENT IS TRANSPORTED ONTO A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT
THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
MANAGEMENT STRATEGIES
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER
1.
CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN
AND END AS QUICKLY AS POSSIBLE.
MAINTENANCE
SEDIMENT IS REMOVED
IN THIS MANNER.
1.
TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER
GRADING. SEE VA E&SC HANDBOOK 3.31-B
18.
AREAS WHICH ARE NOT
TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
FOR SEEDING SPECIFICATION.
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
19.
RPA AND FLOOD PLAIN
LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC.
2.
SEASONAL NURSE CROP MAY BE REQUIRED.
RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
20.
TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE
3.
AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS,
SIGNS, ETC.
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED,
PRESERVATIONS SIGNS
(WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE
4.
THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL ESC PRACTICES.
IN PARTICULAR:
PROTECTIONS FENCING
(INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN
5.
AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURES WILL
BE CLEANED UP FROM ACCUMULATED
ENGLISH AND SPANISH
EVERY 30 FEET.
SEDIMENT AND REMOVED, ONLY AFTER APPROVAL OF THE JURISDICTION ESC INSPECTOR.
2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE
21.
ORANGE SAFETY FENCE
MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS.
GENERAL NOTES
1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SEDIMENT CONTROLS AS DEEMED NECESSARY DURING
CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL.
2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS NECESSARY TO ACCOMMODATE THE
PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO
CONSTRUCTION.
3. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/B.M.P. DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
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.
FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO
THE TOP OF THE BARRIER.
3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION.
5. INSPECTION TO BE CONDUCTED SHALL BE PER CARROLL COUNTY STANDARDS AND REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS.
6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT
SHALL BE REMOVED AFTER IT BECOMES 113 HEIGHT OF SILT FENCE.
7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO
THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED,
1992.
GRADING NOTES
1. SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED
EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT
MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY.
PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY
CONSTRUCTION.
2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE
SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO
PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION
OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO
DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE
HAULED OFF SITE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE HAS
BEEN ESTABLISHED.
3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED
PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70%
PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT
TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND
OTHER MOVEMENTS.
4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT
WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12"
IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON
SATURATED OR FROZEN SURFACES.
6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO
FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST,
FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS.
7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD, FROST, SNOW, OR ICE
8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN LOOSE DEPTH
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND OPERATED TAMPERS.
9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE SLOPES AND MARGINAL SUBGRADE, CLEAR, GRUB AND
SCARIFY ROAD AREA. INSTALL ONE LAYER OF GEO-TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN
TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER, INSTALL
SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT
WITH A VIBRATORY ROAD ROLLER.
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.
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TOTALLY OOOIM1MITTCE0o
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
verizonil
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6 06/10/20 REVISED CT
5 04/20/20 REVISED CCC
4 103/09/201 REVISED I Pip
3 1 02/24/201 REVISED I Pip
2 1 12/04/19 1 REVISED I CCC
1 11/18/19 FINALS CCC
0010/30/19 PRELIMINARY CD USPRELIMINARY CD US
REV I DATE I DESCRIPTION I BY
[ H O
O �
JOHN A. DAUGHTREY III
_0 Lie, No. 0402052122
�O 06/10/2020
1'
nA[AI
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT
CONTROL NOTES
ES-3
TNt
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
STONE CONSTRUCTION ENTRANCE
TABLE 3.32-C
1. SET POSTS AND EXCAVATE A 4" X47 2. STAPLE WIRE FENCING TO THE POSTS.
SITE SPECIFIC SEEDING MIXTURES
TRENCH UPSLOPE ALONG THE LINE
70' MIN. EXISTING
FOR APPALACHIAN/MOUNTAIN AREA
OF POSTS.
PAVEMENT
Total Lbs.
A3 rs:1
Minimum Care Lawn Per Acre
FILTER CLDTM d MOUNTABLE HERM
- Commercial or Residential 200-250 lbs.
MIN. q (OPTIONAL)
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
j_
l
Ryegrass * 0-10%
- ImprovKentucky
/
SIDE ELEVATION
- Kentuc Bluegrass 0-10%
L ( I II
— II
` �I
EXISTING GROUND
High -Maintenance Lawn
I h ]III J� `I1 �I ]III
-i//—
70' NIN.
Minimum five
of three (3) up to (5) varieties
WASHRACK 10' MIN'
of bluegrass from approved list for use in Virginia. 125 lbs.
(OPTIONAL)
General Slope(3:1 or less)
/
FLOW III I �II II �II
10' MIN
12' MIN.* �-- EXISTING
Kentucky
-Kentuc 31 Fescue 128 lbs.
4.'
PAVEMENT
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop " 20 lbs.
7—
150165.
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
-
DRAINAGE LO' MIN.
Low -Maintenance 5107�e (Steeper than 3:1)
EXCAVATED
FENCE AND EXTEND IT INTO THE TRENCH. SOIL.
vOOr xt POSITIVE
COURSE AGGREGATE 6 TO SEDIMENT
I TRAPPING DEVICE
- Kentucky 31 Fescue 108 lbs.
MUST EXTEND FULL WIDTH
- Red Top Grass 2 lbs.
INGRESS AND EGRESS PLAN VIEW
- Seasonal Nurse Crop ** 20 lbs.
OF RATION
Crownvetch *"* 20 lbs.
1T MIN.
150lbs.
MIN.
* Perennial Ryegrass will germinate faster and at lower soil temperatures than
3' MIN.
fescue, thereby providing cover and erosion resistance for seedbed.
Use seasonal nurse crop in accordance with seeding dates as stated below:
III-
FILTER CLOTH
SECTION A —A
March, April through May 15th .............. 6 ..... Annual Rye
�— FLOW
May 16th through August 15th ........ 6 . 6 ......... Foxtail Millet
_
6._71
August 16th through September, October ............. Annual Rye
November through February...................... Winter Rye
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
�_•
* * * If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly
-
Inoculated. Weeping LOvegrass may also be included in any slope or low-
IIIOV�N/�ll
_
maintenance mixture during warmer seeding periods; add 10-20lbs/acre in mixes.
NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND STAKED WITH 2"X2"
HARDWOOD STAKES ON 6' CENTERS
VESCH 3.05 SILT FENCE
1 STANDARD FILTER FABRIC FENCE
ES-4 NTS S F
SECTION B-B
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
2 ROCK CONSTRUCTION ENTRANCE
ES-4 NTS C E
VESCH 3.32 PERMANENT SEEDING
3 PERMANENT SEEDING
ES-4 NTS
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species lbs. acre
PLAN
LO
EXIST. GRADE P'
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
rn
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
ES-4
TOPSOIL STOCKPILE AND MAINTENANCE
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.
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secale cereale)
PR(
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum) CLEARIN
May 1 - Aug 31 German Millet 50
(Setaria italicaitalica)
VESCH 3.31 TEMPORARY SEEDING
5 TEMPORARY SEEDING
ES-4 NTS TS
NO STANDARD CONSTRUCTION NUMBER
NOTES:
1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS
THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES.
2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT
CONSTRUCTION.
3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE
OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL.
VESCH 3.38 TREE PRESERVATION AND PROTECTION
s TREE PROTECTION FENCE TP
ES-4 NTS
rr
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TOTALLY COMMITTED
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
verizonl/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6
06/10/20
REVISED
CT
0
M
O
5
04/20/20
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DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
.,� Lic. No.0402052122
06/10/2020 <v�
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS I
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TM
1' SHOULDER
® 6%
L
BASE COARSE:
6" DEPTH OF COARSE
AGGREGATE 2"-3" STONE (AASHTO #5
OR RAILROAD BALLAST)
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12' STANDARD
3%
1' SHOULDER
® 6%
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COMPACTED
SUBGRADE
3%
2' SHOULDER
® 6%
12' STANDARD
SURFACE COARSE:
6' DEPTH OF FULLY GRADED
CRUSHED 1"STONE AND SMALLER MIXED
WITH DIRT AND FINES (CRUSHED
AGGREGATE BASE COARSE OR CABC).
GEOTEXTILE
(SEE NOTE)
3%
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SURFACE COARSE:
6" DEPTH OF FULLY GRADED
CRUSHED 1"STONE AND SMALLER MIXED
WITH DIRT AND FINES (CRUSHED
AGGREGATE BASE COARSE OR CABC). COMPACTED
SUBGRADE
�j
2' SHOULDER
® 6%
BASE COARSE:
6" DEPTH OF COARSE
GEOTEXTILE AGGREGATE 2"-3" STONE (AASHTO #5
(SEE NOTE) 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.CONTRACTOR TO USE 6" DEEP GRAVEL BASE (2A MODIFIED) AS MEANS OF ACCESS FOR ALL HEAVY CONSTRUCTION TRAFFIC. PROPOSED
GRAVEL SURFACE (6" DEEP CRUSHER RUN) TO BE INSTALLED AFTER ALL MAJOR CONSTRUCTION HAS BEEN COMPLETED.
4. THE PROPOSED ROAD MUST BE KEYED INTO THE EXISTING GRADE. THE FINAL FINISHED GRADE SHALL BE FLUSH WITH THE EXISTING GRADE
TO ALLOW FOR PROPER DRAINAGE ACROSS THE ROAD.
4. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US 200 AND TENCATE: 160N. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE.
PROPOSED GRAVEL DRIVE TYPICAL SECTION
NTS
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TOTALLY COMMITTED.
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
verizonil
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
6 06/10/20 REVISED CT
5 04/20/20 REVISED CCC
4 103/09/201 REVISED I Pip
3 1 02/24/201 REVISED I Pip
2 1 12/04/19 1 REVISED I CCC
1 11/18/19 FINALS CCC
0 10/30/19 PRELIMINARY CD US
REV I DATE I DESCRIPTION I BY
[ H O F L�9
o �
XA
JOHN A. DAUGHTREY III
_0 Lie, No. 0402052122
�O 06/10/2020
1,
(OA7AI
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS II
ES-5