HomeMy WebLinkAboutSP202000004 Resubmittal 2020-03-09SITE 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- 117.0'± AGL
RAD CENTER: 113.0'± AGL
OVERALL HEIGHT OF STRUCTURE: 121.0'± 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
SITE NAME: WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
VICINITY MAP
SCALE: 1" = 2000'
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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 0 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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707A�AY COMMYTEDe
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
OP
JOHN A. DAUGHTREY III
d Lic. No. 0402052122
�0 03/09/2020 ww
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TITLE SHEET
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EXISTING LEASE AREAS, ACCESS EASEMENTS, APPROXIMATE /
UTILITY EASEMENTS ARE SHOWN IN THEIR �IRGINIA PCS ALLIANCE LLC LEASE
D.B. 4598, PG. 407, D.B. 4575, PG. 210
APPROXIMATE LOCATION AND ARE BASED ON
D.B. 4598, PG. 450 & D.B. 4779, PG. 598 APPROXIMATE
RECORDED DOCUMENTS. CROWN COMMUNICATION INC. LEASE
1-5. B. 3335, PG. 198, D.E. 3532, PC, 436
P D.B. 4066, PG. 517
APPROXIMATE 1%,
G / CAEC 20' EASEMENT
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CROWN CASE 3o X30' LEASE
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NO REFERENCE/
APPROXIMATE \
Cl/EC 20' EASEMENT
P. 0. H. MA G NAIL (F) gEPR / \ -- D. B. 3623, PG. OD-)
IN PA AED DRII/EWA Y
'19 �� PROPOSED LESSEE 30' x 30'
LEASE AREA
P, N"/F
/ \ \ ROBERT L. & JEANNE K. CROSS
7R. OF CROSS LIVING TRUST
PARCEL ID 05700-00-00-041L0
\ PARCEL 'y"
PROPOSED 20' LESSEE INGRESS/EGRESS
\O_�j/ UTILITIES EASEMENT
APPROXIMATE
\ / VIRGINIA PCS ALLIANCE LLC ACCESS
` > D.B. 3197, PG. 407, D.E. 4575, PG. 210
D.H. 4598, PG, 450 & D.H. 4719, PC. 598
/
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N%F ROSERT L. & ✓EANNE K CRO55
✓OHN & MAEI/E OVERTON
D.B. 5075, PG. J90
PARCEL ID 05700-00-00-04190
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D.8. 3806, PG. 397 PARCEL 1D 05700-00-00-047LO
PARCEL
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PARCEL 'X" SHOWN PER D.B. 7055, PG. 236
& D. H, 919, PG. 372
AS RESERVED FOR DEDICATION UPON DEMAND
OF THE COUNTY
PHE TA HL E
LINE
BEARING
DISTANCE
L 1
N 2829'07" E
21.28'
L2
S 41 °31 '12" E
163.48'
L3
N 44`06'05" E
112.63'
L4
N 01°3624" W
9.71'
L5
N 48'49'45" W
80.57'
L 6
N 61 '21 '33" E
2 7. 31 '
L7
S 48'49'45" E
81.90'
L8
S 013624" E
26.88'
L9
S 44'06'05" W
142.65'
L70
N 41`31'72" W
177.79'
L 1 1
N 28°3827" W
30.00'
L 12
N 67 °27 '33" E
30.00'
L 13
S 28°38 27" E
30.00'
L14
S 6121 3 W
30.00
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RICHMOND, VA 23222
WILD TURKEY
NB+C PROJECT#100374
#426 ROCKFISH GAP
TURNPIKE
IARLOTTESVILLE, VA22903
ALBEMARLE COUNTY
4/2/20
ADD EASEMENTS
9/30/19
REV. EASE
8/6/19
EASEMENT EXHIBIT
DATE
DESCRIPTION
OBERT T. WILLIAMS, JR.y
LIC. No. 002551
4-2-2020
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RLa,d surveyors Va&NC
P.0 BOX 15039
CHESAPEAKE, VA. 23328
PHONE. 757-482-0474
(--AY TAN P. 2—
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EASEMENT
EXHIBIT
EE-1
EXHIBIT NOTES
1. TOPOGRAPHIC SURVEY PERFORMED BY
P. 0. BOX 15039. CHESAPEAKE, VIRGINIA,
SURVEY DATE: JULY 15, 2019.
LEGAL DESCRIPTION PROPOSED LESSEE 20' INGRESS/EGRESS AND UTILITIES EASEMENT
CAUSEWAY CONSULTANTS, P.C. A PROPOSED LESSEE 20' INGRESS/FCRFSS AND UTILITIES EASEMENT OVER AND ACROSS PARCEL
2332850394: PHONE: 7574820474. 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, ALSEMARLE COUNTY I/1RGINIA; 0
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; w
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC CPS
OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED
TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND
HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS.
J. NO SUBSURFACE 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 18005527001 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—VA19065010, 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 RIGHTOF—WAY,
PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF
RECORDED DEEDS, PLATS, GJ,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 51003CO245 D, DATED EEBRUARY 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 PACE 234. OF RECORD
IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA;
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BECINNINC AT A MAC NAIL IN THE NORTHWESTERLY MOST CORNER OF PARCEL
X" AS SHOWN ON SAID MAP, THENCE ALONC A TIE LINE N 74°04 21 " E A
DISTANCE OF 137.20' TO A POINT BFINC THE TRUE POINT AND PLACE OF
BEGINNING,:
BEGINNING AT A MAC NAIL
IN THE NORTHWESTERLY MOST CORNER OF PARCEL X" AS SHOWN ON
SAID MAP,
THENCE ALONG
U.S. ROUTE 250, LOCALLY KNOWN AS ROCKFISH CAP TURNPIKE
N 28°29'07" F A DISTANCE OF 21,28' 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 °49 '45 " 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
0I °36 24" E A
DISTANCE OF 25.33' 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,
HA l/INC AN AREA OF 7,955 SQUARE FEET OR 0. 183 ACRES.
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ALBEMARLE COUNTY
9/30/19 REV. EASE
8/6/19 EASEMENT EXHIBIT
DATE DESCRIPTION
�RLIC,. T. WILLIAMS,025
THENCE N 28°38 27" W A
DISTANCE OF-30.00'
TO A
POINT-
LIC. No. 002551
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THENCE N 61 °21 :33" E A
DISTANCE OF 30.00'
TO A
POINT-
THENCE S 28°38 27" E A
DISTANCE OF 30. 00'
TO A
POINT-
9-30-2019
THENCE S 61 °21 '33" W A
DISTANCE OF 30.00'
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POINT
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P.0 BOX 15039
CHESAPEAKE, VA. 23328
PHONE. 757-482-0474
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EASEMENT
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GRAPHIC SCALE
2,000' TOPO BOUNDARY 200 100 200 400 $oo
SCALE: 1 "=200'
(IN FEET)
1 INCH = 200 FEET
VICINITY MAP
F
471 S I T E
56-100A
_ 57-41G PL. 57-i1L+
. _ 42
57-39A 408
330
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320
310 57-39
4370
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GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
LEGEND
PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
-- -- PROPOSED LEASE AREA
I�
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
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WILD TURKEY
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CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4 1 03/09/20 1 REVISED I Pip I
3 1 02/24/20 1 REVISED I Pip I
2 1 12/04/19 1 REVISED I CCC
1 1 11/18/19 1 FINALS I CCC
0 1 10/30/19 1 PRELIMINARY CD I US
REV I DATE I DESCRIPTION I BY
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EXISTING CARRIER FENCED
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VICINITY MAP
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TEMPLE HILL HOLDINGS LLC
240 BROAD AXE RD
EXISTING CRITICAL / / / '/, '/, '// '/, '// '/, '// '/, '// '/, CHARLOTTESVILLE VA, 22903 1 . THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
o� \ / / /(/ �+ SLOPES (TYP( / / ' PARCEL ID J..- 05700-00-00-04100 ' ' RECORD.
/, / / / ,/ , ZONING.' N/A '// / / /// '// '// '// / / / '// '/, / / / / / '// '// / '/, i i / 2, NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
��'// '// ACREAGE.' 87. 31 f ACRES / / , / / , /
THIS FACILITY.
/ \ 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
\� VERIZON WIRELESS 20' / HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
-WIDE ACCESS AND 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
UTILITY EASEMENT '� // // // /, � // // // // /, // /, /, // /, // /, � J, // /, /, // /, /, /, // /, /, /, /, � J, // // // /, //
WATER OR SANITARY SERVICE.
� EXISTING TREE LINE / i i i\i i i i i i �f % % % % % % / % / % % f % / % % 5. BUILDING AND ELECTRICAL PERMITS ARE REQUIRED FOR THE TOWER,
ANY STRUCTURE GREATER THAN 150 SQ. FT. HOUSING EQUIPMENT
EXISTING PROPERTY AND ELECTRICAL SERVICE.
\ ACCESS DRIVElie
�\ EXISTING PROPERTY
FENCE L lNE
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PARCEL ID 05700-00-00-041 LO
ZONING: RS1 - RESIDUAL1 EXISTING ROAD
\ ACREAGE: 6.0± ACRES
N F % \ % % % % EXISTING FENCE
OVERTON, JOHN & VALVE OVERTON�
429 WILD TURKEY LANE i \ \ /, /, /, /, // /, // /, // // PROPOSED EASEMENT
CHARLOTTESVILLE VA, 22903 \ \ / / / / / / / / / / / / / / / / / / / /
PARCEL ID #05700-00-00-041 GO PROPOSED LEASE AREA
ZONING.' N/A
\ / // / / / / // / / // / ' /,^'� // / / // / / / / // ff / // / / / // / / // / / / / / ff / /
_ ACREAGE.' 3.06�- ACRES � \ \ � EXISTING EASEMENT
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CROSS, ROBERT L & JEANNE K CROSS
PLAIN
TRUSTEES OF THE CROSS LIVING TRUST
635 BOONE TRL
CHARLOTTESVILLE VA, 22903
PARCEL ID #' 05700 00-00-041K0
ZONING.' N/A
ZONING
INFORMATION
ACREAGE.' 15.0 f ACRES
WATER
PROTECTION
ORDINANCE BUFFER
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GRAPHIC SCALE
SITE PLAN 50 25 50 100 200�c_ J, SCALE: 1"=50'
(IN FEET)
1 INCH = 50 FEET
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA (RURAL AREA)
DIMENSION
REQUIREMENT
PROPOSED ±
FRONT YARD SETBACK:
SIDE YARD SETBACK:
REAR YARD SETBACK:
75'
25'
35'
136'-0"
28'-5"
186'-1"
LOT AREA: 6.0 ± ACRES
(ALL MEASUREMENTS ARE IN FEET ± UNLESS OTHERWISE NOTED)
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VERIZON WIRELESS 12' WIDE
GRAVEL ACCESS ROAD
VERIZON WIRELESS 20' WIDE
ACCESS AND UTILITY EASEMENT
NIF
OVERTON, JOHN & MAEVE OVERTON
429 WILD TURKEY LANE
CHARLOTTESVILLE VA, 22903 _
EXISTING PROPERTY
PARCEL ID #• 05700-00-00-041 GO \. \ \ i / ACCESS DRIVE
ZONING: N/A
ACREAGE.- 3.06f ACRES \
\ /.
EXISTING PROPERTY
\ FENCE LINE
\
GRAPHIC SCALE
ENLARGED SITE PLAN ZO '° 20 40
C_2 SCALE: 1 "=20'
(IN FEET)
1 INCH = 20 FEET
80
EXISTING BUILDING (TYP.)
VICINITY MAP
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GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
0
LEGEND
PROPERTY LINE - SUBJECT PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROAD
EXISTING FENCE
PROPOSED EASEMENT
PROPOSED LEASE AREA
EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
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CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
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JOHN A. DAUGHTREY III, P.E.
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LEASE AREA/COMPOUND
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PROPOSED VERIZON
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CENTER OF MONOPOLE
PROPOSED VERIZON
WIRELESS 117'
MONOPOLE TOWER
PROPOSED VERIZON
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H-FRAME FOR
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COMPOUND
PROPOSED VERIZON
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SWING ACCESS GATE
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV I DATE I DESCRIPTION I BY
OF /
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
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JOHN A. DAUGHTREY III, P.E.
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COMPOUND PLAN
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TREE INVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(155)
OAK
24"
86'
756' AMSL
(157)
OAK
24"
97'
762' AMSL
(159)
LOCUST
24"
81'
749' AMSL
(161)
LOCUST
36"
76'
744' AMSL
(163)
CEDAR
10"
43'
711' AMSL
(167)
PINE
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
i C
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: 2
155
242
NOTES:
1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2. TREE DRIPLINES ARE DRAWN TO SCALE.
3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A
THIRD PARTY TOWER CLIMB.
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
oF_ //
JOHN A. DAUGHTREY III
,d Lic. No. 0402052122
��S-IONAL
03/09/2020ww
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TREE INVENTORY
C-4
GENERAL NOTES
GROUND
ELEV. =0.0' AGL
(661.0 AMSL)
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PROPOSED ANTENNAS
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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 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.=121 AGL 788.3 AMSL
PROPOSED TOP OF TOWER
ELEV.=117 AGL 784.3 AMSL
PROPOSED VERIZON RAD CENTER
ELEV.=113 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:
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.
AZIMUTHS TBD
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PRO
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PART # USW6-
GROUND
ELEV.=0.0' AGL
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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.
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Call before you dig.
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV I DATE I DESCRIPTION I BY I
A H Op 7/?
o 1A� f,
JOHN A. DAUGHTREY III
Lic. No. 0402052122
03/09/2020 w�
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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 117'
MONOPOLE
(1 TOTAL ON TOWER)
0 1-RING MOUNT
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NTS
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OR
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NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
(PART # UGLM-DCP) OR APPROVED EQUIVALENT
('2'
OVP MOUNT DETAIL
�-6SCALE: NTS
COMPACT
CUNT (PART
(12 TOTAL ON TOWER)
PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER
NTS
APPROX
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4 1 03/09/20 I REVISED I Pip
3 1 02/24/20 I REVISED I Pip
2 1 12/04/19 1 REVISED I CCC
1 1 11/18/19 I FINALS I CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
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�0 03/09/2020 ww
,0NAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
MOUNT DETAILS
C=6
RESERVED SPACE
CHARLES CA
18"0 8" 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 I
OVER H-FRAME EQUI
SWITCH/TIMER
CHARLES CUBE #RL1003C-A
EXCHANGER (120V) W/ TF
UPS PART #SM1500RMXL2UTF
18"0 8" HOFFMAN
1 o, 1 o,
EQUIPMENT LAYOUT PLAN
NTS
REAR
6"X18" CONDU
STUB -UP OPENI�
H-FRAME RISER DETAILS
NTS
OVP 6
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PROPOSED VERIZON
WIRELESS GPS ANTENNA I 1
FRONT
VERIZON WIRELESS EQUIPMENT:
- CHARLES INDUSTRIES CUBE-SS4B231 PX2 EQUIPMENT
CABINET WITH BATTERY CABINET INCLUDED
CONTRACTOR PROVIDED EQUIPMENT:
* THIS IS NOT A COMPREHENSIVE LIST.
IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL
OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE
PROVIDED BY THE CONTRACTOR.
- 26.2" WIDE X 78" TALL X 12.3" DEEP, ASCO D300L SERIES
POWER TRANSFER LOAD CENTER MODEL AA30OG-1 PH-N-3R -
INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK.
- 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES
CUBE-RL1003C-A W/ HEAT EXCHANGER (120V) W/
TRIPP-LITE UPS PART #SM1500RMXL2UTAA INSIDE
(ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY
COORDINATOR MUST VERIFY IF THIS IS NEEDED)
- RAYCAP OVP-6 (RCMDC-3315-PF-48)
- COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH
CONSTRUCTION MANAGER.
NOTES:
1. SEE SHEET E-1,E-2 & E-3 FOR
FOR CABLE/CONDUIT ROUTINGS.
2. BOTTOM OF OVPs SHALL NOT
EXCEED 36" ABOVE FINISHED GRADE.
EQUIPMENT
H- FRAM E
POST #1
SWITCH/TIMER
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4 1 03/09/20 1 REVISED I Pip
3 02/24/20 REVISED Pip
2 12/04/19 REVISED CCC
1 1 11/18/19 1 FINALS I CCC
0 1 10/30/19 1 PRELIMINARY CD I LJS
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Lic. No. 0402052122 'Z�
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EQUIPMENT
MOUNTING
DETAILS
Smi
6"
3'-0"
10'-0"
(H-FRAME W/ICE BRDIGE)
3'-0"
12" 0 H-FRAME
FOUNDATION (SEE
3/S-4 FOR DETAILS)
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H-FRAME POST #1
PROPOSED VERIZON
10'X4' CONCRETE PAD
(4,000 PSI CONCRETE)
10'-0"
(CONC. PAD)
6"
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24" WIDE
ICE BRIDGE
UNISTRUT
PIPE/CONDUIT CLAMP
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(GALV.) (TYP). FOLLOW
MANUFACTURER
RECOMMENDATIONS FOR
POST (TYP) -\ BOLT TORQUE
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CAST -IN -PLACE 4000 PSI (TYP)
CONCRETE FOUNDATION (TYP)
2 H-FRAME DETAIL
S-2 NTS
10' #4 AT 12" O.C. EACH WAY FOR
GENERATOR PAD. SEE 2/S-3
3" FOR EQUIPMENT PAD SPACING
#4 REBAR W/ 3" CLEAR FROM (TYP,) (TYP. TOP AND BOTTOM)
EDGES (TYP. TOP & BOTTOM) (4,000 PSI CONCRETE)
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CONCRETE PAD DESIGN
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GENERATOR CONDUIT ROUTING DETAIL
SCALE: NTS
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SCALE: NTS
CONCRETE GENERAL NOTES
1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" AND TO THE PROJECT
SPECIFICATIONS.
2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A
MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH.
NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE
JOB SITE.
3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED
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
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
AND F F WITHIN 72 HOURS OF SLAB CONSTRUCTION.
7. CABINETS ON SLAB (IF APPLICABLE). ALLOWABLE CAPACITY OF
CONCRETE USED IN DESIGN MIN. 3500 PSI.
FOUNDATION NOTES:
1. DESIGN INFORMATION AND GENERAL REQUIREMENTS
1.1 CODES
A. DESIGN CONFORMS TO INTERNATIONAL BUILDING CODE 2015.
B. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE," ACI 318-24.
2. EARTHWORK
2.1 FOUNDATIONS
A. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED
RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), CAPABLE OF SAFELY
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
THE ENGINEER.
B. DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING
AND DRAINAGE NECESSARY TO MAINTAIN THE EXCAVATION AND
PROTECT SURROUNDING STRUCTURES AND UTILITIES.
C. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING
ANY CONCRETE.
3. CONCRETE
3.1 FORMWORK
A. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR
STRUCTURAL, CONCRETE FOR BUILDINGS," (ACI 301-89).
B. FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS."
3.2 REINFORCEMENT
A. REINFORCING STEEL ASTM A5, GRADE 60. WELDED WIRE ASTM Al
(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,
UNLESS OTHERWISE NOTED.
FOOTINGS & SLABS CAST AGAINST GROUND . . . . . . . . 3"
CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT
BARS GREATER THAN #5 . . . . . . . . . . . . . . . . . . 2"
AT BARS #5 OR LESS . . . . . . . . . . . . . . . . . 1-1/2'
CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER
BEAMS, GIRDERS & COLUMNS . . . . . . . . . . . . . 1-1/2"
SLABS & WALLS . . . . . . . . . . . . . . . . . . . . . .3/4"
3.3 CAST -IN -PLACE -CONCRETE
A. MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR
TO ADDITION OF SUPER PLASTICIZERS, AS FOLLOWS:
F'C (Pall SLUMP
CLASS I FOOTINGS . . . . . . . . . . . . .
4000 3"
CLASS II FOOTINGS . . . . . . . . . . . . .
4000 3"
CLASS III INTERIOR ELEVATED . . . . . . .
4000 4"
SLABS & WALLS
CLASS V OTHER WORK . . . . . . . . . . .
4000 4"
CLASS VI LEAN CONCRETE FOR OVER
EXCAVATION OF FOUNDATIONS . . . . . .
2000
N/A
B.
MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318,
CHAPTER 5. NO
CALCIUM CHLORIDE OR ADMIXTURE CONTAINING CHLORIDES SHALL BE
USED IN ANY CONCRETE.
C.
COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM
TO ASTM C33 SIZE #57. COARSE AGGREGATE FOR
LIGHT WEIGHT
CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO 1 /4".
D.
COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1
E.
HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI
305 R.
F.
CHAMFER ALL EXPOSED EDGES 3/4".
G.
THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT
DELIVERY TO THE
SITE SHALL BE 857, TOTAL DELIVERY TIME SHALL
BE LESS THEN 75
MINUTES.
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PROPOSED
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PROPOSED
GROUND
BAR STRAPPED
TO POLE
STRUCTURAL NOTES
1. DESIGN REQUIREMENTS PER INTERNATIONAL BUILDING CODE 2015 AND
THE ANSI/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA
TOWERS AND ANTENNA SUPPORTING STRUCTURES.
2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD
MEASUREMENT AND FROM THE EXISTING STRUCTURAL DRAWINGS. THE
GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO
ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION.
3. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE
AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE
STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY
AND THE AISC CODE FOR STANDARD PRACTICE.
4.STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM
A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53
GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED
ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
5. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE -
STEEL WELD ELECTRODES SHALL BE E70XX.
6. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL
BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL
CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES.
CONNECTION HARDWARE SHALL BE STAINLESS STEEL.
7. ALL THREADED STRUCTURAL FASTENERS AND THREADED ROD FOR
ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR
ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL
FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8"
MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED
IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS
SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE
EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE
NOTED.
8. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.
CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION
MANAGER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION.
PROPOSED
COAX/HYBRID
CABLE (TYP.)
NOTE:
THIS VIEW IS FOR GENERAL CABLE ROUTING
DETAILS ONLY. REFER TO 2/S-1 FOR
SPECIFIC H-FRAME EQUIPMENT LAYOUT.
PROPOSED VERIZON
EQUIPMENT H-FRAME
PROPOSED VERIZON ICE BRIDGE
EQUIPMENT ELEVATION
NTS
24"
MOUNT POINTS
24" WIDE GALVANIZED
WAVEGUIDE CHANNEL
W/ 1 1 /16" 0 HOLES
CUT TO SUIT
(TYP. OF 2)
5/8" OX2'-O" THREADED
ROD W/ NUTS &
OVERSIZED WASHERS
(TYP OF 2)
UNISTRUT CABLE
SUPPORT ® 3'-0"
OC MAX OR APPROVED
EQUAL
CABLE SUPPORT SECTION
NTS
O
PROPOSED
OVP
( 2 � H-FRAME SIDE ELEVATION
NTS
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ACH SIDE
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STEEL
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PACTED
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NOTES:
1. CONCRETE ENCASEMENT TO BE 3,000 P.S.I.
MINIMUM.
2. CONCRETE ENCASEMENT RING DIMENSION, D, TO
BE EQUAL TO DESIGN PAVEMENT DEPTH.
3. PAVEMENT AND SUBGRADE TO BE AS SHOWN ON
THE ENGINEERING PLANS.
4. QUAZITE DOES NOT RECOMMEND THE USE OF
CONCRETE OR POLYMER CONCRETE BOXES IN
HIGH VOLUME TRAFFIC APPLICATIONS.
MESA SPAN
AMP FUSIBLE
D,ONNECT
CUSTOMER
ACCESS BOX
CUSTOMER
ACCESS CONDUITS
1 /2-13 UNC X 1-3/4 STAINLESS
STEEL HEX HEAD CAPTIVE BOLT
(TYP OF 2)
5/8" X 1 " THRU SLOT
WITH 1-1/4" X 1-5/8" X 1 /2"
DEEP C'BORE (TYP OF 2)
3•
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ACTOR TO ORDER HANDHOLE 1 /2" STAINLESS STEEL FLAT
TH THE CORRECT NUMBER WASHER (TYP OF 2)
ZE OF KNOCKOUTS NEEDED.
BOX INSERTS (4) % .
2 VERIFY DIMENSIONS OF UNIT.
2 HANDHOLE DETAIL
S-4 NTS
STOCKADE
WOODEN FENCE
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FENCE & GATE NOTES:
1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD
2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS
3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD
4. GATE TO BE SECURE WITH A MULTI —LOCK SYSTEM TO PREVENT UNAUTHORIZED
ACCESS TO TELECOM FACILITY.
SKID RESISTANT
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1831 RADY COURT
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WILD TURKEY
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REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
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2
12/04/19
REVISED
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1
11/18/19
FINALS
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0
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REV
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DESCRIPTION
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HEATER LOCATED BEHIND
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LETTERING
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PROPOSED VERIZON
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THE BEST DATA AVAILABLE FROM EXISTING DOCUMENTATION
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CONSIDERED APPROXIMATE, AND A FIELD INVESTIGATION
MUST BE PERFORMED IN THE VICINITY OF ANY
CONSTRUCTION ACTIVITIES. NOTE THAT THESE PLANS MAY
NOT SHOW ALL UTILITIES THAT ARE PRESE3NT AT THE SITE.
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SERVICE
(TYP) (TYP)
NOTE:
1. EXCAVATE
EXISTING SUBGRADE AS REQUIRED TO
INSTALL
CONDUITS
IN ACCORDANCE WITH
OSHA AND ALL
APPLICABLE CODES.
TYPICAL TRENCH DETAIL
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NOTES:
1. WHEN EQUIPMENT FRAME IS INSTALLED ADJACENT TO CABINET PAD,
INTERCONNECTING CONDUITS SHALL BE INSTALLED AT OR ABOVE GRACE.
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.
EQUIPMENT CONDUIT SCHEDULE
FIBER CONDUITS
Fl. (1) 2" SCH. 40 PVC CONDUIT W/ MULETAPE FROM HOFFMAN BOX TO THE
EQUIPMENT CABINET
[E](1) 1-1/2" LMFC FOR FIBER & ALARM FROM EQUIPMENT CABINET TO OVP-1
AC POWER CONDUITS
F3.] (4) 1" CONDUIT W/ (8) #10 + (1) #1OG FROM THE ILC TO THE EQUIPMENT
CABINET FOR (4) 30 AMP 2-POLE CIRCUITS. 1 OF THE 4 CONDUITS TO HOUSE
(2) #12 + (1) #10G FOR (1) 20A CABINET RECEPTACLE BREAKER.
4� (1) 1-1/2" CONDUIT W/ (3) #1 /0 + (1) #6G FROM ILC TO GENERATOR
5� (1) 1" CONDUIT W/ (4) #12 + (1) #12G FROM ILC TO GENERATOR (GEN
HEATER & BATTERY CHARGER)
6� (1) 2" CONDUIT W/ (3) #3/0 + (1) #6G FROM ILC TO METER/DISCONNECT
F7.] (1) 1-1/2" LMFC W/ (12) #6 (6 PAIRS) + (1) #6G FROM EQUIPMENT CABINET
TO OVP
F8. (1) 1" CONDUIT W/ (3) #12 + (1) #12G FROM ILC TO GFI RECEPTACLE/LIGHT
F9. (1) 1" CONDUIT W/ (2) #10 + (1) #1OG FROM ILC TO CHARLES CABINET
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REV I DATE I DESCRIPTION I BY
ALARM/MISCELLANEOUS CONDUITS
10. (1) 1 " CONDUIT FROM ILC TO GENERATOR FOR GEN CONTROLS & ALARMS
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DIESEL GENERATOR, AND TWO SOURCE ILC (THREE
SOURCE ILC OPTIONAL AS NEEDED). ADJUST AS
NECESSARY PER LOCAL SITE CONDITIONS
TO UTILITY
TRANSFORMER
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
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LOAD CENTER
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3—#3/0 AWG
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4 AWG GEC
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1-1/2" CONDUIT
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1" CONDUIT FOR GEN CONTROLS & ALARMS
GFCI
3—# 12 AWG RECPT.
#12 AWG EG
1 " CONDUIT
LIGHT
GEN MAIN
DISCONNECT/
FUSED SWITCH
150A
4—# 12 AWG,1—# 12 AWG EG,
1" CONDUIT (FOR GEN HEATER & BATT. CHARGER)
1" CONDUIT FOR GEN & ILC ALARMS
PRIMARY
8—#10 AWG, 1—#10 AWG EG, IN (4) 1" CONDUIT CABINET
ROUTE CONDUIT ABOVE GROUND SECURED TO 77
EQUIPMENT FRAME
30KW
GEN
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
LOAD CALCULATION
LOAD
AMPS
PROPOSED LOAD:
148.0
TOTAL DEMAND:
148.0
VOLTAGE: 120/240V
SINGLE PHASE 3W 200A
VERIZON WIRELESS
30KW DIESEL GENERATOR
30KW 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
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
(AS NEEDED)
MODELNUMBE
VZW ILC
ASCO D300L SERIES
NAMEL
RATED
240
120
VOLTS
PHASE/WIRE:
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
ACTOR
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
RECTIFIER
2
30A
30A
2
FUTURE
7
1
18
RECTIFIER
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
CABINET CONNECTIONS
PRIMARY
CABINET
1-1/2" LMFC FOR
FIBER AND ALARM
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AS NEEDED
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ELECTRICAL NOTES
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.
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.
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.
NOTES:
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.
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WILD TURKEY
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CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
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1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL
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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'-O" 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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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
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02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
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0
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PRELIMINARY CD
LJS
REV I DATE I DESCRIPTION I BY I
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
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PROPOSED 12'X70' i
CONSTRUCTION ENTRANCE.
SEE SHEET ES-4 FOR DETAILS.
LEGEND
---------------------------- PROPERTY LINE - SUBJECT PARCEL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING CONTOUR LINE
STORM WATER RUNOFF CONSIDERATIONS
EROSION & SEDIMENT CONTROL PLAN 10 0 5 10 20 4o THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE
SCALE: 1" — 10'-0" GREATEST EXTENT POSSIBLE. ALL DRAINAGE FROM THE DISTURBED AREA WILL BE IN SHEET FLOW.
THUS SATISFYING MINIMUM STANDARD 19.
(IN FEET)
1 INCH = 10 FEET
PROPOSED CONTOUR LINE
PROPOSED FENCE
PROPOSED LEASE AREA
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION
PROPOSED CONSTRUCTION ENTRANCE
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1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
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VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
,a Lic. No. 0402052122
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ANAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
ACCESS ROAD
PROFILE
ES-2
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
AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES THE OWNER/OPERATOR SHALL INVITE
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL 0 APPROPRIATE MUNICIPAL OFFICIALS, 1. THE OWNER/DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF
THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE CONSERVATION DISTRICT TO AN ON -SITE THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES.
MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL 2• THE OWNER/DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE
VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM "MISS COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01,
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
LIMITED ONLY
TO THOSE AREAS DESCRIBED IN EACH STAGE.
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE
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.
0i11&I,
(36B) HAYEVILLE 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
V'CONSTRUCTION
ROAD
ASION &SCH SPEC. 3ATSTOCK
NVCH SPEC.
330) AND CONCRETE&SCH SPEC. E WASHOUT. ALL MEASURES EECTEED ARESTANDARD ESC ITEMS FOR ISAPPLICATION. 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.
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.
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 1 /3 HEIGHT OF SILT FENCE.
7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO
THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED,
1992.
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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777ALLSf R'OO MMTTIED,
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4 1 03/09/20 I REVISED I Pip
3 1 02/24/20 I REVISED I Pip
2 1 12/04/19 1 REVISED I CCC I
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
T H OF /11
o 1A f
JOHN A. DAUGHTREY III
Lic. No. 0402052122
03/09/2020 w�
,ANAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
$c
SEDIMENT
CONTROL NOTES
ES-3
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
���/_INIIYI� Illl11
FLOW ��II
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
=I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
III IIWIRJII
NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND STAKED WITH 2"X2"
HARDWOOD STAKES ON 6' CENTERS
VESCH 3.05 SILT FENCE
STANDARD FILTER FABRIC FENCE
ES-4 NTS SF
STONE CONSTRICTION ENTRANCE
EXISTING GROUND
70' MIN.
A
FILTER CLOTH- 6" MIN.I Al
SIDE ELEVATION
12' MIN.
70' MIN.
B WASHRACK
(OPTIONAL)
L VDOT POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12' MIN.
SECTION A —A
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
10' MIN.
EXISTING
PAVEMENT `
10' MIN.
KELNF UKL ElJ LUNL:RE I L LKm N JrHuL
—B
SECTION B
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
2 ROCK CONSTRUCTION ENTRANCE
ES-4 NTS C E
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA,
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential
200-250 lbs.
Kentucky 31 or Turf -Type Tall Fescue
90-100%
Improved Perennial Ryegrass *
0-10%
Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less
Kentucky 31 Fescue
128 lbs.
Red Top Grass
2 lbs.
Seasonal Nulrse Crop * *
20 lbs.
150 lbs.
Low -Maintenance Slope (Steeper than 3:1)
Kentucky 31 Fescue
108 lbs.
Red Top Grass
2 lbs.
- Seasonal Nulrse Crop * *
20 lbs.
Crownvetch ***
20 lbs.
150 lbs.
* Perennial Ryegrass will germinate faster and at lower soil
temperatures than
fescue, thereby providing cover and erosion resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th ....................
Annual Rye
May 16th through August 15th ....................
Foxtail Millet
August 16th through September, October .............
Annual Rye
November through February ......................
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly
inoculated. Weeping Lovegrass may also be included in
.any slope or low -
maintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes.
VESCH 3.32 PERMANENT SEEDING
PERMANENT SEEDING
NTS
TABLE 3.31-B
01
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species lbs. acre
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
S OCKPILE
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obi 0)
rn
PLAN
in
EXIST. GRADE `e) SEED W/ VDOT FORMULA
"C" IF NOT USED WITHIN
1 1 20 DAYS.
18" SILT FENCE OR
8" SILT SOXX (OR
GREATER)
NOTES: ELEVATION
1. INSTALL SILT FENCE DOWNSLOPE OF AREA OF STOCKPILE.
2. PLACE STOCKPILE IN AREAS SHOWN ON EROSION CONTROL PLAN WITHOUT BLOCKING
NATURAL DRAINAGE PATTERNS.
3. FOLLOW DIMENSIONS SHOWN ABOVE. HEIGHT SHOULD NOT EXCEED 35 FT. SIDE SLOPES
SHOULD NOT BE STEEPER THAN 2(H):1(V).
4. SEED IMMEDIATELY IF MATERIAL IS NOT TO BE USED WITHIN 20 DAYS. FOLLOW "SEEDING,
FERTILIZATION SCHEDULE & SPECIFICATIONS."
5. LOCATION(S) AND SIZE(S) OF SOIL STOCKPILES ARE APPROXIMATE AND SHALL BE ADJUSTED
PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY
REQUIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR
STOCKPILES.
TOPSOIL STOCKPILE AND MAINTENANCE
NTS
TOPSOIL SPECIFICATIONS
1. TOPSOIL SPECIFICATIONS
A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIAL (EXCEPT AS HEREIN
PROVIDED), TOOLS EQUIPMENT, SUPPLIES, AND SERVICES; AND, SHALL PERFORM ALL WORK
NECESSARY FOR PROVIDING (TYPE B AS NECESSARY) AND APPLYING TOPSOIL IN
ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND IN CONFORMITY TO
THE DEPTHS AND LIMITS SHOWN ON THE DRAWINGS OR AS ESTABLISHED BY THE OWNER.
B. PRIOR TO USE OR PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS OF SOIL
TESTS FOR APPROVAL. SOIL TESTS SHALL BE PROVIDED AT THE RATE OF ONE TEST PER
10,000 SQUARE FEET OF DISTURBED AREA.
C. UNLESS OTHERWISE DIRECTED BY THE OWNER, AREAS DESIGNATED TO RECEIVE TOPSOIL
SHALL BE GRADED, SHAPED, AND THEN SCARIFIED OR TILLED BY DISKING, HARROWING, OR
OTHER APPROVED METHODS TO A DEPTH OF APPROXIMATELY 2". TOPSOIL SHALL BE
APPLIED ONLY WHEN THE SUBSOIL IS IN A LOOSE, FRIABLE CONDITION.
D. THE CONTRACTOR SHALL PROTECT BENCHMARKS, UTILITIES, AND EXISTING TREES, SHRUBS,
AND OTHER LANDSCAPE FEATURES DESIGNATED FOR PRESERVATION WITH TEMPORARY
FENCING OR BARRICADES SATISFACTORY TO THE OWNER.
E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE
DRAWINGS SHALL NOT BE LOOSENED.
F. THE LOOSE DEPTH OF THE CLASS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS
THAN 6" IN MEDIANS: AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO
THE ELEVATIONS SHOWN ON THE DRAWINGS AFTER TOPSOIL SETTLES. IN NO CASE SHALL
THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE ELEVATION OF ADJACENT
STRUCTURES. CONSOLIDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT STRUCTURES.
G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLODS, HARD LUMPS, AND STONES MORE THAN
1 " IN THE GREATEST DIMENSION, BRUSH, ROOTS, STUMPS, LITTER, AND FOREIGN MATERIAL
SHALL BE REMOVED FROM THE AREA. WHEN THE OPERATION IS COMPLETE, THE AREA
SHALL BE IN A CONDITION TO RECEIVE SEED, SOD, OR PLANTS WITHOUT FURTHER SOIL
PREPARATION. AREAS SHALL BE STABILIZED WITHIN 15 DAYS AFTER TOPSOIL IS APPLIED.
H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS
AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED AND RESHAPE AND RESLOPE, WHERE
DIRECTED, PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDITIONAL TOPSOIL AS
REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADDITIONAL COST TO THE OWNER.
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
MAN
(Lolium multi-florum)
CLEARI N
May 1 - Aug 31 German Millet 50
(Setaria italica)
NO STANDARD CONSTRUCTION NUMBER
NOTES:
1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS
VESCH 3.31 TEMPORARY SEEDING THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES.
2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT
CONSTRUCTION.
TEMPORARY SEEDING 3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE
NTS TS OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL.
VESCH 3.38 TREE PRESERVATION AND PROTECTION
6 TREE PROTECTION FENCE TP
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804-548-4079
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1831 RADY COURT
RICHMOND, VA 23222
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REVISIONS
4
03/09/20
REVISED
PJP
3
02/24/20
REVISED
PJP
2
12/04/19
REVISED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
'ew�VAH op
o r A a f.
JOHN A. DAUGHTREY III
Lic. No. 0402052122
03/09/2020 w�
,0NAL _
JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS I
ES-4
TM
1' SHOULDER
® 6%
BASE COARSE:
6" DEPTH OF COARSE AGGREGATE 2"-3"
STONE (AASHTO #5 OR RAILROAD
BALLAST)
3%
2' SHOULDER
® 6%
12' STANDARD
1' SHOULDER
® 6%
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)
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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
2' SHOULDER
® 6%
BASE COARSE:
6" DEPTH OF COARSE AGGREGATE 2"-3"
GEOTEXTILE STONE (AASHTO #5 OR RAILROAD
(SEE NOTE) 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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NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
4 1 03/09/20 I REVISED I Pip
3 1 02/24/20 I REVISED I Pip
2 1 12/04/19 1 REVISED I CCC
1 1 11/18/19 I FINALS I CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
A H Op /
o 1A� f,
JOHN A. DAUGHTREY III
Lic. No. 0402052122
03/09/2020 w�
,0NAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS II
ES-5