HomeMy WebLinkAboutSP202000004 Plan - Submittal (First) 2020-02-05SITE INFORMATION
PROJECT DESCRIPTION:
SITE ADDRESS:
LATITUDE (NAD 83):
LONGITUDE (NAD 83):
GROUND ELEVATION:
JURISDICTION:
ZONING:
PARCEL ID #:
PARCEL AREA:
PARCEL OWNER:
TOWER OWNER:
STRUCTURE TYPE:
HEIGHT OF STRUCTURE:
RAD CENTER:
OVERALL HEIGHT OF STRUCTURE:
TOTAL LEASE AREA:
AREA OF DISTURBANCE:
RAWLAND: PROPOSED INSTALLATION OF
TELECOMMUNICATIONS TOWER AND RELATED
EQUIPMENT WITHIN SECURED COMPOUND.
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
380 3' 14.0503"
-780 39' 53.7307"
667.3' ± (ASML)
ALBEMARLE COUNTY
RA - RURAL AREA
05700-00-00-041 LO
6.0 ± ACRES
ROBERT L & JEANNE K CROSS TRUSTEES OF THE
CROSS LIVING TRUST
635 BOONE TRAIL
CHARLOTTESVILLE, VA 22903
VERIZON
1831 RADY COURT
RICHMOND, VA 23222
MONOPOLE
116.7'± AG
112.7'± AG
118.7'± AG
900 SQ. FT.
3,335 ± SQ. FT.
POWER PROVIDER: DOMINION VA POWER (866)366-4357
TELCO PROVIDER: VERIZON (800)871-9244
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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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 0 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
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
C-7
CONSTRUCTION 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
veri on,/
1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
US
REV
DATE
DESCRIPTION
BY
OF ��rr
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
12/04/ 19
,0NAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TITLE SHEET
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VERIZON WIRELESS 30'x30' �0�
LEASE AREA FOR
EQUIPMENT COMPOUND
--VERIZON WIRELESS 116.7'
MONOPOLE TOWER WITHIN
30'x3O' LEASE AREA
iE or,
TREE
(�P)
EXISTING CARRIER FENCED
COMPOUNDS W/ TOWERS
(TYP OF 2)
UTILITIES
EXISTING
BUILDING (TYP.)
VERIZON WIRELESS 20'
WIDE ACCESS AND
UTILITY EASEMENT
EXISTING TREE LINE
(TYP)
EXISTING PROPERTY
ACCESS DRIVE
\ EXISTING PROPERTY
FENCE LINE
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N/F
MATHEWS, DANIEL E
429 WILD TURKEY LANE
CHARLOTTESVILLE VA, 22903
PARCEL /D #• 05700-00-00-041 GO
ZONING: RA -RURAL AREA
ACREAGE- 3.06E ACRES
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CROSS, ROBERT L & JEANNE K CROSS
TRUSTEES OF THE CROSS LIVING TRUST
635 BOONE TRL
CHARLOTTESVILLE VA, 22903
PARCEL ID #• 05700-00-00-041KO
ZONING: RA -RURAL AREA
ACREAGE.- 15.0f ACRES
1 SITE PLAN
C-1 SCALE: 1 "=50'
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TEMPLE HILL HOLDINGS LLC
240 BROAD AXE RD
CHARLOTTESVILLE VA, 22903
PARCEL ID #• 05700-00-00-04100
ZONING: RA -RURAL AREA
ACREAGE- 87. 31 f ACRES
ROBERT L & JEANNE K CROSS TRUSTEES
OF THE CROSS LIVING TRUST
635 BOONE TRAIL
CHARLOTTESVILLE, VA 22903
PARCEL ID #: 05700-00-00-041 LO
ZONING: RA -RURAL AREA
ACREAGE: 6.0f ACRES
EXISTING TREE LINE �
(T)IP)
GRAPHIC SCALE
50 0 25 50 100 200
(IN FEET)
1 INCH = 50 FEET
VICINITY MAP
5 10OF
SITE -
4752
56-100A
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57-39A 428
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375
56-102 BY
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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
-x•— EXISTING FENCE
- - - - PROPOSED EASEMENT
PROPOSED LEASE AREA
- - - - EXISTING EASEMENT
PROPOSED FENCE
1] EXISTING BUILDING
ZONING INFORMATION
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)
Know what's below.
Call before you dig.
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4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
804-548-4079
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WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
US
REV
DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
12/04/19 4w
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
SITE PLAN
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429 WILD TURKEY LANE
CHARLOTTESVILLE VA, 22903
PARCEL ID #• 05700-00-00-041 GO
ZONING: RA- RURAL AREA
ACREAGE- 3.06f ACRES
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OVERHEAD
UTILITIES
VERIZON WIRELESS 12' I
WIDE GRAVEL ACCESS I
ROAD I
VERIZON WIRELESS 30'x30LEASE
AREA FOR EQUIPMENT COMPOUND
VERIZON WIRELESS 116.7'
MONOPOLE TOWER WITHIN
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\COMPOUND VIEW (TYP. OF 4)
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VERIZON WIRELESS 20' WIDE
ACCESS AND UTILITY EASEMENT
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EXISTING PROPERTY
ACCESS DRIVE
EXISTING PROPERTY
FENCE LINE
GRAPHIC SCALE
ENLARGED SITE PLAN 2° '° 2° 4° 8°
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SCALE: 1 "=20'
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VICINITY MAP
5 10OF
471 100A SITE
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429
57-39A 408
330
320
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56-102E,l
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EXISTING TREE (T)"P)
GENERAL NOTES
EXISTING CARRIER FENCEDNb c A1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
COMPOUNDS W/ TOWERS (TYP OF 2) o'o�` RECORD.
(IN FEET)
1 INCH = 20 FEET
PROPOSED
116.7' FALL
SETBACK
EXISTING BUILDING (TYP.)
ROBERT L & JEANNE K CROSS
TRUSTEES OF THE CROSS LIVING TRUST
635 BOONE TRAIL
CHARLOTTESVILLE, VA 22903
PARCEL ID #: 05700-00-00-041 LO
ZONING: RA- RURAL AREA
ACREAGE: 6.0f ACRES
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
`4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
LEGEND
PROPERTY LINE — SUBJECT PARCEL
PROPERTY LINE — ABUTTERS
EXISTING ROAD
—• EXISTING FENCE
— — — — PROPOSED EASEMENT
PROPOSED LEASE AREA
— — — — EXISTING EASEMENT
PROPOSED FENCE
EXISTING BUILDING
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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
2
12/04/19
REVIESED
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
Lic. No. 0402052122
�� 12/04/19 wW�
ANAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
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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
2 1 12/04/19 1 REVIESED I CCC I
1 1 11/18/19 1 FINALS I CCC I
0 1 10/30/19 1 PRELIMINARY CD I LJS
REV I DATE I DESCRIPTION I BY
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JOHN A. DAUGHTREY III
Lic. No. 0402052122
12/04/ 19
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JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
COMPOUND PLAN
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NOTE:
1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN.
2. CONSTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES.
3. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED 6�6
BY A CERTIFIED ARBORIST. AS REQUIRED BY SEC.5.1.40(C)(4).
4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED IN COMPOUND AREA.
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EXISTING
REFERENCE TREE
#199 (113'fAGL)
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TREE (VIRGINIA CEDAR)
(TYP. OF 4)
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163
1 TREE REMOVAL PLAN
C-4 SCALE: 1" = 12'
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PROPOSED VERIZON
116.7' MONOPOLE
TOWER
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1 INCH = 12 FEET
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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
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: 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.
Call before you dig.
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1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
US
REV I DATE I DESCRIPTION I BY 1
XA 01-��
JOHN A. DAUGHTREY III
Lic. No. 0402052122
12/04/19 wW�
ONAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TREE INVENTORY
C4
OC 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
PROPOSED 2' LIGHTNING ROD
PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO
SPAN THE TWO SITE PRO 1-COMPACT
MONOPOLE MOUNTS. PART # UWS6-NP
(TYP. OF 6)
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'f AGL
PROPOSED RRH MOUNT CENTERLINE
ELEV.=102' AGL
PROPOSED OVP MOUNT CENTERLINE
ELEV.=94' AGL
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.
NOTE:
1. THE PROPOSED DIAMETER OF THE TOWER AT TOP WILL NOT
EXCEED 18", WHILE THE PROPOSED DIAMETER AT THE BASE
OF TOWER WILL NO EXCEED 30".
AZIMUTHS TBD
I I
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PROPOSED VERIZON WIRELESS
116.7' MONOPOLE TOWER �` I m O N
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GROUND
ELEV. =0.0' AGL
(661.0 AMSL)
EXISTING
REFERENCE TREE
(#199)
25'
MAX TO DRIPLINE OF REFERENCE TREE
PROPOSED
OUTDOOR
EQUIPMENT
("'� 8
ELEVATION
�-2
SCALE: 1/8" = 1'
GRAPHIC SCALE
0 4 8 16 32
(IN FEET)
1 INCH = 8 FEET
GROUND
ELEV. =0.0' AGL
(657 J AMSL)
PROPOSED SITE PRO
1-COMPACT MONOPOLE MOUNT
PART # USW6-NP (TYP. OF 2)
PROPOSED
116.7'
MONOPOLE
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PROPOSED
VERIZON ANTENNA
(TYP. OF 6)
PROPOSED
MONOPOLE MOUNT
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 below.
Call before you dig.
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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
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2 1 12/04/19 1 REVIESED I CCC
1 1 11/18/19 1 FINALS I CCC
0 1 10/30/19 1 PRELIMINARY CD I LJS
REV I DATE I DESCRIPTION I BY
AVT H OF
C 5�A cl_�
C �
JOHN A. DAUGHTREY III
d Lic. No. 0402052122
�0 12/04/19
,ONAL
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
TOWER ELEVATION,
DETAILS & NOTES
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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
UGLM-DCP)
PROPOSED OVP ORIENTATION PLAN — 95' MOUNT CENTER
NTS
APPROX
TRUE NORTH
(I
(3) PROPOSED 2" STD PIPES.
6' L
OR
SITE PRO 1-R
(PART # UGLM-DCP)
NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT
(PART # UGLM-DCP) OR APPROVED EQUIVALENT
2 OVP MOUNT DETAIL
�-3SCALE: NTS
COMPACT
CUNT (PART
(12 TOTAL ON TOWER)
PROPOSED RRH ORIENTATION PLAN — 102' RAD CENTER
NTS
APPROX
TRUE NORTH
(I
ANTENNA NOTE:
PROPOSED COMMSCOPE NHH-65C—R213 ANTENNA
IS 96.0(H)X1 1.9(W)X7.1(D) (AREA=1142.4 SQUARE
INCHES)
15.73"
2 1 1 00'--00
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RAYCAP OVP BOX #RHSDC-3315—PF-48
NTS
(12 TOTAL ON TOWER)
PACT
T (PART
PROPOSED RRH ORIENTATION PLAN — 102' RAID CENTER
NTS
APPROX
TRUE NORTH
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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
2 1 12/04/19 1 REVIESED I CCC
1 1 11/18/19 I FINALS I CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
O p 7t
0(_
JOHN A. DAUGHTREY III
Lic. No. 0402052122
r_16� 12/04/19 ww
,ate 0 N A L
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
MOUNT DETAILS
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UNDISTURBEE
SOIL
MIP
FINISH GRADE
2—GANG METER BANK H—FRAME
NTS
BOARD —ON —BOARD
WOODEN FENCE
INTERMEDIATE,
GATE &
CORNER POSTS
BOARD ON BOARD
8' WIDE GATE LEAF
j 1 /2"X4"
PULL SLOT
0.5 CDF SKID
RESISTANT SURFACE
COVER
CONCRETE RING
POSOLITE BOX
COVER
PACTED
H
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.
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
�-7NTS
STOCKADE
WOODEN
FENCE
12'
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WELDED
HEAVY
DUTY
FA
HASP AND STAPLE
a
W/INTERGRAL DROP ROD
AND PADLOCK
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ROD
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CONCRETE FOOTING
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(4000 PSI 0 28 DAYS,
MUSHROOM
PORTLAND CEMENT
iv
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STOP
f °
CONCRETE)
OD
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6' MAX
4
TYPICAL GATE DETAIL
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NTS
8'-0" O.C. (MAX.)
Em
■ ■ ■ ■ ■ ■ ■ ■ ■ ■
ill 1 1 1 1 11 0 101.0
TYPICAL FENCE AND GATE DETAIL
NTS
(3) INDUSTRIAL MALLEABLE
IRON OFFSET PIN HINGES
PER GATE PANEL
2X4 (TYP)
GRADE
6"X6" PRESSURE
TREATED WOOD POST
(TYP.)
1 /2" CROWN FOR DRAINAGE
WA WA WA WA WA
EXTEND STONE 1'—O"
2" GAP BETWEEN
WOOD PANEL AND GRAVEL.• C .. BEYOND FENCE ON
ALL 4 SIDES
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DRILLED PIER 4000 PSI
CONCRETE. EMBEDDED
PORTION OF ALL POSTS
SHALL BE GENEROUSLY
COATED WITH WOOD
PRESERVATIVE
FENCE & GATE NOTES:
1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD
2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS
3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD
4. GATE TO BE SECURE WITH A MULTI —LOCK SYSTEM TO PREVENT UNAUTHORIZED
ACCESS TO TELECOM FACILITY.
SKID RESISTANT
SURFACE MS-86
1" X 4" PULL SLOT
WITH 1 /4" CENTER PIN (2)
1 /2" PAL NUT
(TYP OF 2)
22" CABLE
(TYP
4" X 4-1/2"
MOUSEHOLE KNO(
(2 EACH END
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•
QUAZITE LOGO
FULL COVER
P/N PG3660C527VY
COVER GUARD STRUT
3 MESA CABINET DETAIL
�-7NTS
6" AASHTO
#57 CLEAN STONE
x /-- FENCE LINE
MIRAFI 50OX
GEOTEXTILE FABRIC
GRAVEL COMPOUND DETAIL
NTS
BRACKET
iRU HOLE
(CESS
RIBBON)
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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
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
4���"A" op 7/
JOHN A. DAUGHTREY III
fl Lic. No. 0402052122
12/04/19 wW
,ate ONAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
CONSTRUCTION
DETAILS
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EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 10'-0"
GRAPHIC SCALE
10 20
(IN FEET)
1 INCH = 10 FEET
EXISTING TREE
(TO REMAIN)
(SOIL SUMMARY)
HAYEVILLE LOAM,
PROPOSED CONTOUR (TYP.) 2-7% SLOPES
PROPOSED LIMIT OF DISTURBANCE
\� (APPROX. = 3,335 SF)
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PROPOSED BLANKET MATTING TREATMENT 1
(SEE SHEET ES-4 FOR DETAILS)
EXISTING FENCED
COMPOUND
PROPOSED TEMPORARY
SEEDING (SEE SHEET
ES-4 FOR DETAILS)
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PROPOSED TREE PROTECTION
(SEE SHEET ES-4 FOR DETAILS)
EXISTING TREE
(TO REMAIN)
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DE -
PROPOSED 12'X70'
CONSTRUCTION ENTRANCE.
SEE SHEET ES-4 FOR DETAILS.
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.
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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
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2 1 12/04/19 1 REVIESED I CCC
1 1 11/18/19 1 FINALS I CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
Op Gj
JOHN A. DAUGHTREY III
,d Lic. No. 0402052122
12/04/19 IQ
ONAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION &
SEDIMENT
CONTROL &
GRADING PLAN
ES-1
676
672
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664
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PVI STA: 0+19.89
PVI ELEV: 673.96
K: 2.47
LVC: 14.84
PVI STA: 0+51.14
PVI ELEV: 671.96
K: 3.24
LVC: 13.57
0+00 ACCESS ROAD PROFILE 1+00
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1831 RADY COURT
RICHMOND, VA 23222
WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVILLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
O p 7I
o 5?A 01- � y
JOHN A. DAUGHTREY III
,d Lic. No. 0402052122
�� 12/04/19 wW�
,ANAL _
JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
ACCESS ROAD
PROFILE
ES-2
EROSION AND SEDIMENT CONTROL NARRATIVE
CONSTRUCTION SEQUENCE
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.
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, THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES.
THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE CONSERVATION DISTRICT TO AN ON -SITE 2. THE OWNER DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE
MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL /
VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM "MISS 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
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
(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
(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.
MANAGEMENT STRATEGIES
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
1. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC HANDBOOK 3.31-B
FOR SEEDING SPECIFICATION.
2. SEASONAL NURSE CROP MAY BE REQUIRED.
3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC PRACTICES.
5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURES WILL BE CLEANED UP FROM ACCUMULATED
SEDIMENT AND REMOVED, ONLY AFTER APPROVAL OF THE JURISDICTION ESC INSPECTOR.
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.
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.
MAINTENANCE
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED,
IN PARTICULAR:
2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE
FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO
THE TOP OF THE BARRIER.
3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION.
5. INSPECTION TO BE CONDUCTED SHALL BE PER 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.
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
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
18. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
19. RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC.
20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE
PRESERVATIONS SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE
PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN
ENGLISH AND SPANISH EVERY 30 FEET.
21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS.
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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70'rAL LY (7( �]M VTE Do
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
2
12/04/19
REVIESED
CCC
1
11/18/19
FINALS
CCC
0
10/30/19
PRELIMINARY CD
LJS
REV I DATE I DESCRIPTION I BY
�,tiTH 0p Lf
JOHN A. DAUGHTREY III
fl Lic. No. 0402052122
12/04/19 ww
,ate ONAL _
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 S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
��_ INIIYI � I11ltl
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.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
III I (WIRE
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 CONSTRUCTION ENTRANCE
EXISTING GROUND
70' MIN,
A
FILTER CLOTH- 6" MIN.I Al
SIDE ELEVATION
12' MIN.
70' MIN.
B WASHRACK
I (OPTIONAL)
VDOT #1 I I POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12' MIN.
SECTION A —A
EXISTING
PAVEMENT
3'
S» .,5:1
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
10' MIN.
EXISTING
PAVEMENT
10' MIN.
KLiW UKCLiI LLINL;HL I L LKHlIV JrmuL
SECTION B—B
VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE
2 ROCK CONSTRUCTION ENTRANCE (�
ES-4 NTS `-' 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 Sloe (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 301bs./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
�o
0) 0)
PLAN
in
EXIST. GRADE '`' SEED W/ VDOT FORMULA
"C" IF NOT USED WITHIN
1 1 20 DAYS.
18" SILT FENCE OR
if
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
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DATE
DESCRIPTION
BY
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JOHN A. DAUGHTREY III
fl Lic. No. 0402052122 �
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JOHN A. DAUGHTREY III, P.E. I
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS I
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1' SHOULDER
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BASE COARSE:
6" DEPTH OF COARSE
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OR RAILROAD BALLAST)
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SURFACE COARSE:
6" DEPTH OF FULLY GRADED
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WITH DIRT AND FINES (CRUSHED
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SURFACE COARSE:
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BASE COARSE:
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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
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4435 WATERFRONT DRIVE, SUITE 100
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WILD TURKEY
WILD TURKEY LANE
CHARLOTTESVI LLE, VA 22903
ALBEMARLE COUNTY
REVISIONS
2 1 12/04/19 1 REVIESED I CCC
1 1 11/18/19 I FINALS I CCC
0
10/30/19
PRELIMINARY CD
LJS
REV
DATE
DESCRIPTION
BY
OF 7t
JOHN A. DAUGHTREY III
fl Lic. No. 0402052122
r-16� 12/04/19 wW
,a-/ONAL _
JOHN A. DAUGHTREY III, P.E.
VA PROFESSIONAL ENGINEER LIC. #052122
EROSION
SEDIMENT CONTROLI
DETAILS II
ES-5