HomeMy WebLinkAboutARB201900067 Plan - Submittal (First) 2019-05-30verizonl/
DIRECTIONS TO SITE
FROM GOODIES BRIDGE SWITCH:
TURN RIGHT TOWARD ELK R. FOR 0.4 MILES. TURN RIGHT ONTO US-360 E/HULL ST RD FOR 0.3 MILES. TAKE RAMP
RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY FOR 3.4 MILES. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR
VA-76—TOLL NORTH FOR 2.6 MILES. KEEP LEFT TO STAY ON VA-76 N/BELTLINE EXPY FOR 0.9 MILES. KEEP
STRAIGHT ONTO 1-195 N FOR 2.3 MILES. TAKE RAMP FOR 1-64 W FOR 56.8 MILES. AT EXIT 129, TAKE RAMP RIGHT
TOWARD KESWICK/BOYD TAVERN FOR 0.3 MILES. TURN LEFT ONTO BLACK CAT RD FOR 0.6 MILES. TURN RIGHT ONTO
US-250/RICHMOND RD FOR 2.2 MILES. ARRIVE A 3636 RICHMOND RD, KESWICK, VA 22947 (EASTON'S FURNITURE)
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SHADWELL
= E911 0
PARCEL N 3646 RICHMOND ROAD
KESWICK, VA 22947
PROJECT DESCRIPTION
INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED
EQUIPMENT IN A RAWLAND SITE
UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION:
POWER: DOMINION BEFORE YOU DIG LOCAL FIRE AND EMERGENCY SERVICES
(888) 667-3000 81 TOLL FREE (434) 971-1765
TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH
(800) 769-0110 (434) 971-1765
PROJECT TEAM
REAL ESTATE: CHAD FRECKMAN PHONE NUMBER (434) 996-4473
ZCNING: STEPHEN WALLER PKNE NUMBER (434) 825-0617
CONSTRUCTION: STEVE POOLE PHONE NUMBER (540) 290-6704
UTILITIES: RICK GLISSON PHONE NUMBER (804) 658-6871
ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS PHONE NUMBER 703 478-0055
SUB. NO DESCRIPTION BY DATE SUB. NO. DESCRIPTION BY DATE
1 PRELIMINARY SITE PLAN REV #0 JYY 06/01/16 5 REVISED FINAL APPLICATION DRAWINGS REV #1 JYY 09/05/17
2 ENSITE DRAWINGS REV #0 JYY 03/06/17 6 REVISED FINAL APPLICATION DRAWINGS REV #2 JYY 01/17/18
3 APPLICATION DRAWINGS REV #0 JYY 03/16/17 7 REVISED FINAL APPLICATION DRAWINGS REV #3 JYY 02/09/18
4 FINAL APPLICATION DRAWINGS REV #0 JYY 03/27/17 1 8 REVISED FINAL APPLICATION DRAWINGS REV #4 JYY 03/22/19
A & E CONSULTING TEAM
ARCHITECTURE AND ENGINEERING:
CLARK NEXSEN
8000 TOWERS CRESCENT DRIVE, SUITE 1350
VIENNA, VA 22182
PROJECT MANAGER: JUSTIN YOON, PE
TELEPHONE: (703) 822-4846
SURVEY:
CAUSEWAY CONSULTANTS, P.C.
LAND SURVEYOR'S
P.O. BOX 15039
CHESAPEAKE, VA 23328
CONTACT: ED WHITE, LS
TELEPHONE: (757) 482-0474
PROJECT SUMMARY
INDEX OF DRAWINGS
PROPERTY OWNER:
Sheet Number
Sheet Title
EASTON, ALICE S.
GENERAL
513 BERWICK COURT
CHARLOTTESVILLE, VA 22901
G-1
COVER SHEET
G-2
GENERAL NOTES AND
APPLICANT INFORMATION:
CONCRETE EQUIPMENT PAD
VERIZON WIRELESS
DETAILS
1831 RACY COURT
CIVIL
RICHMOND, VA 23222
C-1
SITE SURVEY
CONTACT:
TELEPHONE:
MARC CORNELL
(804) 548-4079
C-1A
TREE INVENTORY
FAX NUMBER:
(804) 321-0398
C-113
AREA MAP
C-2
ENLARGED SITE PLAN
C-3
ELEVATION VIEW
PROJECT DATA:
C-4
GRADING PLAN
ZONING
TAX MAP#
RA, EC
07gA1-00—OC-00300
C-4A
ENLARGED GRADING PLAN
ACREAGE
1.00 AC
C-413
ENLARGED GRADING PLAN AND
JURISDICTION
ALBEMARLE COUNTY
ENTRANCE PLAN
SITE TYPE
RAWLAND
C-4C
DETAILS
TOWER TYPE
MONOPOLE
C-5
FENCE AND SINGAGE
TOWER HEIGHT
100.5'f AGL
C-6
ICE BRIDGE DETAILS
OVERALL HEIGHT
1AGIL
L
LEASE AREA
1600
600 SF S
EQUIPMENT LAYOUT AND NOTES
AREA OF LAND DISTURBANCE
5032 SF
C-8
CONCRETE PAD DETAILS
GEOGRAPHIC COORDINATES:
LATITUDE:
38' 00' 31.0482" N (NAD 83)
LONGITUDE:
78' 22' 18.5534" W (NAD 83)
ELEVATION:
409.3' (NAVD 88)
ADA COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION.
SHEET TOTAL:
SITE WILL NOT BE SERVED BY CITY SEWER OR WATER.
15
CLAR KNEXSEIN
1111 E. Main Street.
Suite 1905
Richmond, VA 23219
804.644.4690
verizon,/
1831 RADY COURT
RICHMOND, VA 23222
ATE INFO.:
SHADWELL
RAWLAND
3646 RICHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
r
Uyy
WMD
Uyy
nsncxnA
SYM. DESCRIPTION DATE
1 PREUVINW ODWRILC71ON DRAWINGS REV+D 06/01/16
z ENSITE DRAWINGS REV j0 03/06/17
s PPLICATION DRAWINGS REV #0 03/15/17
T AL APPLICATION DRAWINGS REV /O 03/27/17
s REMSID FINAL APPLEAMN DMMKS Rfl 111 09/05/17
e SED FIML APPIIGATION DRAMNGS RN 12 0,/17/18
A REMSED BWL APPLICATION ORAMMS REV /S 02/09/18
SHEET WE:
COVER SHEET
SHEET NO:
G-1
GENERAL NOTES
1. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS
FOR SLEEVES, INSERTS, HOLES, AND ANCHORS.
2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER PRIOR
TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.
3. DETAILS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL
OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE
APPLICABILITY FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION
CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR
REFERENCED.
4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY
CIRCUMSTANCE.
EXCAVATION NOTES
1. SELECT FILL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND
SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND
VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT OF STONE. STONES SHALL BE NO LARGER
THAN 1-1/2 INCHES IN ANY DIRECTION.
2. FOUNDATIONS SHALL NOT BE PLACED ON FROZEN GROUND.
3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR
PROPERLY COMPACTED SELECT FILL. THE ALLOWABLE SOIL BEARING PRESSURE IS AN ASSUMED
VALUE. A GEOTECHNICAL INVESTIGATION WAS NOT CONDUCTED AS PART OF THIS PROJECT. SELECT
FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698).
4. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL HIRE A TESTING
LABORATORY AND GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. THE
LICENSED ENGINEER SHALL VERIFY THE SUPPORTING SOILS ARE CAPABLE OF SUPPORTING THE
DESIGN ALLOWABLE SOIL BEARING PRESSURE AND SUBMIT A TEST REPORT FOR APPROVAL PRIOR
TO CONSTRUCTION.
STEEL NOTES
1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR
STRUCTURAL STEEL. BUILDINGS" DATED MARCH 9, 2005, INCLUDING CURRENT REVISIONS AND
"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" DATED MARCH 18, 2005.
2. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
WIDE FLANGE SHAPES
ASTM A992
SQUARE AND RECTANGULAR HSS
ASTM A500 GRADE B FY=46 KSI
ROUND HSS
ASTM A500 GRADE B FY=42 KSI
CHANNELS, PLATES AND ANGLES
ASTM A36
THREADED ROD
ASTM A36
HIGH —STRENGTH BOLTS
ASTM A325
ANCHOR RODS
ASTM F1554 GRADE 36
PIPE
ASTM A53 GRADE B
3. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT —DIP GALVANIZED.
CONCRETE NOTES
1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES,
SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301-05, SPECIFICATIONS
FOR STRUCTURAL CONCRETE; ACI 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE".
2. CONCRETE SHALL BE NORMAL WEIGHT, 6% PLUS OR MINUS 1.5% AIR ENTRAINED AND HAVE A
MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
PORTLAND CEMENT
FLY ASH
NORMAL WEIGHT AGGREGATES
WATER
AIR —ENTRAINING ADMIXTURE
WATER REDUCING ADMIXTURES
RETARDING ADMIXTURE
WATER —REDUCING AND RETARDING ADMIXTURES
ACCELERATING ADMIXTURE
HIGH —RANGE, WATER —REDUCING ADMIXTURES
HIGH —RANGE, WATER —REDUCING
AND RETARDING ADMIXTURES
ASTM C 150, TYPE 1
ASTM C 618, CLASS F
(NOT TO EXCEED 15%
OF CEMENT BY WEIGHT)
ASTM C 33
POTABLE
ASTM C 260
ASTM C 494, TYPE A
ASTM C 494, TYPE B
ASTM C 494, TYPE D
ASTM C 494, TYPE C
ASTM C 494, TYPE F
ASTM C 494, TYPE G
4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60.
REINFORCING MARKED CONTINUOUS SHALL BE LAPPED IN ACCORDANCE WITH ACI 318.
5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064. LAP ONE FULL MESH SPACING
PLUS TWO INCHES AND TIE.
6. SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT ON METAL CHAIRS OR BOLSTERS,
7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 UNLESS
OTHERWISE INDICATED.
8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, "COLD WEATHER
CONCRETING."
9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, "HOT WEATHER
CONCRETING."
10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B.
11. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.
E
CLARKNEXS End
1111 E. Main Street.
Suite 1905
Richmond. VA 23219
804.644.4690
vatzmvf
1831 RADY COURT
RICHMOND, VA 23222
SITE INFO.:
SHADWELL
RAWLAND
3646 RICHMOND RD
KESMCK, VA
22947
ALBEMARLE COUNTY
DESIGN: NY
DRAWN: WMD
REVIEW: NY
TN DATE: 051=16
COMM. NO, 5833-446
SUBMITTALS
Sym DBOUPTION DATE
PRELIMINAU CONPRUCRON DUNGS REV 10 06/01/16
z ENSITE DRAWINGS REV #0 03/06/17
3kPPLICATION DRAWINGS REV #0 d0/16/17< APPLICATION DRAWINGS REV #0 REV6E0 RWL APPL'GTON ORAWINGR REV p RDW FINk UR 07DR DRAWINGS RLV 2 REVVED RNM. AMUMN MUGS REV 15
SHEET NWE:
GENERAL NOTES
AND CONCRETE
EQUIPMENT PAD
DETAILS
SHEET NO.:
G-2
ABBREVIATIONS
0, DIA
#
DIAMETER
NUMBER
EZBFO
BATTERY BACKUP CABINET
LTE
LONG TERM EVOLUTION
PSIG
POUNDS PER SQUARE INCH GAUGE
A/C
AIR CONDITIONING
(F)
FOUND
MAX
MAXIMUM
R/W
RIGHT OF WAY
FFE
FINISHED FLOOR ELEVATION
MHz
MEGAHERTZ
RD
ROAD
ADA
AMERICANS WITH DISABILITIES ACT
FIRM
FLOOD INSURANCE RATE MAP
MIN
MINIMUM
SCH
SCHEDULE
AFG
ABOVE FINISHED GRADE
GIS
GEOGRAPHIC INFORMATION SYSTEM
MI
MILE
SF
SQUARE FOOT/FEET
AGL
ABOVE GROUND LEVEL
GPIN
GRID PARCEL IDENTIFICATION NUMBER
N
NORTH
ST
STREET
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
GPS
GLOBAL POSITIONING SYSTEM
NW
NORTHWEST
STD
STANDARD
AVE
AVENUE
ICC
INTERNATIONAL CODE COUNCIL
NAD
NORTH AMERICAN DATUM
TBM
TEMPORARY BENCHMARK
C, C/L
CENTERLINE
ID
IDENTIFICATION
NAVD
NORTH AMERICAN VERTICAL DATUM
T-PED
TELEPHONE PEDESTAL
CFH
CUBIC FEET PER HOUR
IFGC
INTERNATIONAL FUEL GAS CODE
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
TTV
TECHNICAL TEAM VISIT
C.L.D.
CENTERLINE DITCH
INC
INCORPORATED
NO
NUMBER
TYP
TYPICAL
CMP
CORRUGATED METAL PIPE
INV
INVERT
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
VA
VIRGINIA
CONC
D.B.
CONCRETE
DEED BOOK
INFO
L/P
INFORMATION
LIGHT POLE/LAMP
P/P
POWER POLE
VDOT
VIRGINIA DEPARTMENT OF TRANSPORTATION
POST
P.B.
PLAT BOOK
W
WEST
DWG(S)
DRAWINGS
LP
LIQUID PROPANE
PE
PROFESSIONAL ENGINEER
WB
WILL BOOK
ELEV
ELEVATION
LF
LINEAR FEET
P/PG.
PAGE
WC
WATER COLUMN
ENODE B
RF CABINET
LLC
LIMITED LIABILITY CORPORATION
P/L
PROPERTY LINE
YDS
YARDS
EDE
EXISTING .OVERHEAD ELECTRIC
LS
LAND SURVEYOR
PROJ.
PROJECT
115' RADIUS FALL ZONE
N/F
84DAV 0., JR & ZINOA PARR
D.B. 4252, PC 170
ZONED RAPARCEZ ID.
079AI-00-00-01900
\ 1 i
RFR pp
SIGHT DISTANCE EXCEEDS 610'
SITE SURVEY
SEE TREE INVENTORY,
SHEET C-1A
I
1t\ AL/L1I �`S. tA57_0N
\ D. B. )OZ6V PC. 680
RA
' PARCEL /0. ii9AI-00-OC-00.300
F TON
R Rp / v \ H E S. fl?G. 80 /p01p0
yfj P0.6 RP ,OG
/ p0a��p�1oi p8 Z0E 19A1 00
Oe�o' o �10 0
P CEU
R� � ,.N/F ,
AL/CE S. EAST
06 7026, PG. BO/
ZONED RA O
PARC . f179AL-00ka{-O7bOQj
I • cis 9
CC�S
O
SEE ENTRANCE PLAN,
SHEET C-4B
I r N/F
ALICE S. EASTON
O.B. 875, PC. 250 \
ZONED Cl
/ PARCEZ lD. 079A1-00-OC-OIJOO
SIGHT DISTANCE EXCEEDS 610'
SURVEYOR'S NOTES
1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY
CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE,
VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY
DATE: MAY 10, 2016.
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED
USING STATIC GPS OBSERVATIONS, POST PROCESSED
THROUGH NOAA'S OPUS WEBSITE AND CONVERTED TO
NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE
VERTICAL DATUM AND HORIZONTAL COORDINATES,
RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
CORPSCON SOFTWARE, VERSION 6.01.
3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY
CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT
GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR
EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001
TO CONFIRM THE LOCATION OR EXISTENCE OF
UNDERGROUND UTILITIES.
4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE
REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS
THAT MAY AFFECT THE PROPERTY.
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND
RESTRICTIONS OF RECORD.
6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY.
THE RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS
SHOWN HEREON REPRESENT A COMPILATION OF RECORDED
DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS.
7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE
WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD
INSURANCE COMMUNITY NUMBER 51003C 0325 D, DATED
FEBRUARY 4. 2005
8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED
WETLANDS, OR TIDAL WETLANDS, WAS NEITHER
INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE
OF THIS SURVEY.
I ® LEASE NOTES I
1. NEW VERION WIRELESS 20' INGRESS/EGRESS AND UTILITY
RIGHT-OF-WAY
2. NEW VERION WIRELESS 1600 SF LAND SPACE
LEGEND
EXISTING
NEW
CONCRETE
--
PROPERTY LINE
— — —
LEASE AREA
EASEMENT
BUILDING (FOOTPRINT)
- --- _
FENCE
*
TREELINE
-
EDGE OF PAVEMENT
EDGE OF GRAVEL
OVERHEAD ELECTRIC
-
CONTOURS
O
MONOPOLE
POWER POLE
I RURAL AREA SETBACK I GRAPHIC SCALE(S)
FRONT: 75'
SIDE: 25'
REAR: 35'
FOR 22" X 34" PLOT - 1" = 75' 0 75' 150'
FOR 11" X 17" PLOT - 1" = 150'
CLARKNEXSEN
1111 E. Main Street,
Suite 1905
Richmond, VA 23219
804.644.4690
vwlzow
1831 RADY COURT
RICHMOND, VA 23222
AS11AY.' OON, —.
Lic. Ago. 42011
►�,
SITE INFO.:
SHADWELL
RAW LAN D
3646 RICHMOND RD
KEWCK, VA
22947
ALBEMARLE COUNTY
DESIGN: JAW
DRAWN: JAW
REVIEW: Jyy
TTV DATE: 05/)OV16
COMM, NO. 5833-446
SUBMn7ALS
SYM.
DESCTUPTION
DATE
PREllNM& CONSTROMON DPMNGS REV /O
06/01/16
z
ENSITE DRAWINGS REV #0
03/06/17
s
PPLICATION DRAWINGS REV #0
D3/16/17
i
FINAL APPLICATION DRAWINGS REV #0
03/27/17
s
REVW FINAL APPLIGIRON DRAWINGS REV II
09/05/17
a
REMO FINAL APP.WDN DRAWINGS REV /2
D1/17/18
7
REV6EO AW APMMON ORAWINGS REV /3
02/09/18
a
REVBEO FINAL APPMON MODS REV J4
03/22/ 19
SHEET NAME:
SITE SURVEY
SHEET NO.:
C.1
E
TREEINVENTORY
+ ( �
/
A / REFERENCE TREE
OJo" o"
(233)
q / \
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NOTES
1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING
TREES THAT ARE TO REMAIN
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR
COMPENSATION OF DAMAGED TREES
3. SITE SHALL BE MAINTAINED IN ACCORDANE WITH A TREE
CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED
ARBORIST, AS REQUIRED BY SEC. 5.1.40(C)(4)
4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED
IN COMPOUND AREA.
® LEASE NOTES
I. NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE
INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY
2. NEW VERIZON WIRELESS 1,600 SQUARE FEET LAND SPACE
TREEINVENTORY
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(162)
TWIN OAK
12"
73'
479' AMSL
(166)
OAK
15"
76'
481' AMSL
(177)
OAK
28"
91'
499' AMSL
(182)
OAK
20"
71'
475' AMSL
(199)
HOLLY
15"
43'
443' AMSL
(2v
MK
3v
or
5W AWL
* (235)
DEAD MAPLE
24"
61'
471' AMSL
* (237)
OAK
12"
51'
461' AMSL
(239)
MAPLE
8"
51'
462' AMSL
(241)
OAK
14"
90'
500' AMSL
(243)
OAK
14"
84'
493' AMSL
(245)
OAK
12
52'
461' AMSL
(247)
OAK
12"
92'
499' AMSL
(249)
TWIN MAPLE
6"
29'
490' AMSL
(251)
MAPLE
6"
40'
452' AMSL
(253)
TRI. OAK
48"
82'
495' AMSL
(255)
CEDAR
6"
33'
446' AMSL
(257)
PINE
12"
85'
499' AMSL
(259)
PINE
12"
85'
500' AMSL
(261)
TRI. OAK
36"
87'
500' AMSL
(263)
OAK
10"
78'
489' AMSL
(265)
OAK
12"
77'
488' AMSL
* (267)
TWIN OAK
24"
43'
453' AMSL
(269)
OAK
14" 1
74'
488' AMSL
(273)
OAK
12"
86'
500' AMSL
(275)
MAPLE
8"
56'
470' AMSL
(277)
1
TWIN ELM
15"
45'
459' AMSL
*TOTAL TREES TO BE REMOVED: 3
NOTES:
1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2. TREE DRIPLINES ARE DRAWN TO SCALE.
3. TARGET TREE HEIGHT INFORMATION OBTAINED BY BUCKET
TRUCK TREE HEIGHT SURVEY DATED 01/16/16.
GRAPHIC SCALE(S) I
FOR 22" X 34" PLOT — 1" = 10' 0 5' 10' 20'
FOR 11" X 17" PLOT— 1" = 20'
E
vLARKMEXSEN
1111 E. Main Street,
Suite 1905
Richmond, VA 23219
804.644.4690
verizom'
1831 RADY COURT
RICHMOND, VA 23222
�,�; irk Qp "
AS
A,
L ic. No. 229-1
fly c-
n
���slrl\_1L
SM INFO.:
SHADWELL
RAW LAN D
3646 MCHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
DESIGN: Uyy
DRAWN: WMD
REVIEW: JYY
TTV DATE:05/)OV16
COMM. NO. 5833-446
SUBMfTTAL.S
syM. DESOUPTON DATE
+ PRELININARi CONSIRUMN DRAWINGS REV a0 O6/01/16
z ENSRE DRAWINGS REV #0 03/O6/17
PPLICATION DRAWINGS REV #0 D3/16/17
s FlNAL APPLICATION DRAWINGS REV #0 03/27/17
s REVMD RML APPLO DN CRIIANGS REV #1WD3/22/1
a REYRED fINN. APPLIGnON DMWINGS REV �2
REVISED nML APPIMON DMWINGS REV %3
e REVSED FlMI NPPLIGnOX DMIANCS REV p{
SHEET NAME:
TREEINVENTORY
�SHEErC-1A �
E
a
i -
_---- _
®CONSTRUCTION NOTES CLARKNEXSEN
I
-13 -- --
- -O -� — _ - - 1. OF TOWER
1111 E. Main Street,
--- /..- - _ - n� _._ _ �' I � ----- Suite 1905
LATITUDE: N. 38'-00'-31.0482" (NAD 83) Richmond, VA 23219
- / - LONGITUDE: W: 78'-22'-18.5534" (NAD 83) 404.644.4690
ELEVATION: 409.3' (NAVD 88)
2. 2000' RADIUS FROM � OF TOWER
, �� _ 3. EXISTING DWELLING/BUILDING (TYP) �,
o
--- - ` 471- ----- c2 ,' -- e - - - vela lz
oW,
1 � \
\/
1831 RACY COURT
RICHMOND, VA 23222
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- SrrE INFO,
1p0 b . SHADWELL
400 4Q o o: I RAWLAND
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�0 ` ,e jap' 40O - _ 3646 RICHM - : � RD
Jdp - --- KESWICK, VA
I
22947
O°�
� Q I C
Q '°° / ALBEMARLE COUNTY
- O -
\ DESIGN:
DRAWN:
n _
REVIEW:
- - $ O O o ❑ ,� bb TTV DATE: 05/)0(/I6
COMM. NO. 5833-446
J - ,
515 SUBMITTALS
e / SVM. DES(:FOPTX)N DATE
-
i I \ — - - - - _. - ,\ - ; - , - , PREONINW/ WNSTRMN DRUMS REV fD 06/01/16
I 'fib '� xs i O . � j I
- 36o \ hyb Jss ENSITE DRAWINGS REV #a 03/06/17 _ „w - _ - - - -- J kPPLiCATION DRAWINGS REV 0 03/16/17
- 3sf}- � 4 FINAL APPLIGIPON DR4WINC5 REV IO 03/27/17 -
s
UM Nwi APPMA N muwws RR 11 09/05/17
Q - I 4p RENSED RN4L RP%.IGTIDN DRAWS REV 12 01/17/18
3 REro,;o Flxu wPMATIDN oanwlNa REV 13 02/o9/1e
ye gENSEp FlWL IPPLMA1gN MAWS REV 4 03/22/19
_ Jsp
350 1 S6° -' SHEET W�1E:
_ S 'JU. -
I ,.- - - O
Y+ I - `�i J2 - 36
375-
3T0 s _ -
o AREA MAP
I
S s 1 GRAPHIC SCALE ()
_ -
h
"� ,yp _ }7g
3 S70 vw L �� I
\s.
M N
j' _ < FOR 22" X 34" PLOT - 1" = 250' 0 250' 500
Jez '
FOR 11" X 17" PLOT - 1" = 500'
I ,
--
® _ -
®0 _
0 _ _ — ,I II �� J p / _ SHEET NO.:
❑ /
Its
_ w =C-1 B
E
3
E
i
3
NOTES
N �- � � �;
C A A R- K �a_E_x s E N
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME
THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND
1111 E- Main Street.
- -
UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS
Suite 1905
\
THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN
Richmond. VA 23219
ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT
804.644.4690
811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED
`I
DURING CONSTRUCTION.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
1- \
INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST
'
EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL
verizov'
/ \
HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND
_ - /
CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING
—
/ \
AS INDICATED.
1831 RADY COURT
-
/ \
3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE
RICHMOND, VA 23222
/
-
ALLOWED.
/ \
_
4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL
op
/ 2
-
BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND
ESTABLISH A PERMANENT VEGETATIVE COVER.FZJ1
f
\
/ 1
5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS
j
r
\
OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE
CONTRACTOR.
/
ALL WORK SHALL BE PERFORMED IN
Juy Wo
/
ACCORDANCE WITH OSHA REQUIREMENTS.
7
6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND
L1[. No.42M
/
CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES
t� ^� ,-0111
/
AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR.,
\ \
/ ,•
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH-
ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES.
SSIO�aL
\
y
6 /\
7 I
8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE
-'
\ t /
3
VERIFIED IN THE FIELD.
\
® LEASE NOTES
M INFO.:
2
EAf235)
1. NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE
SHADWELL
OAK �,' /
INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY
\ o. — / /
-�67)
2. NEW VERIZON WIRELESS 1,600 SQUARE FEET LAND SPACE
RAWLAND
10
® CONSTRUCTION NOTES
/
10
3646 WCHMOND RD
4
\ O REFERENCE TREE
1. NEW VERIZON WIRELESS 10' UTILITY H-FRAME WITH ICE BRIDGE.
KESWICK, VA
/ "
2. NEW VERIZON WIRELESS 40' X 18' WOODEN FENCED COMPOUND
22947
J(9 OAK
3. NEW CHARLES CABINET FOR CENTURY LINK
\ (233)
\ \
ALgEMARLE COUNTY
\
4. NEW VERIZON H-FRAME WITH METER AND DISCONNECT
DESIGN: WAS
\\ \\ \
\\ \\
5. NEW VER12ON 12'WIDE GATE
DRAWN: JAW
REVIEW: jyy
6. NEW VERIZON WIRELESS 5't LF ICE BRIDGE
TTV DATE: 05/)OC/16
COMM. NO. 5833-446
5 \ \ \
8 \\\ \
7. NEW VERIZON WIRELESS COMPOUND GRAVEL
SUBMITTALS
\ 1
•
DESCPoPTION
RATE
8. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD
1
PREUNIRAW CONSIWION 094WINGS REV 10
06/01/16
\\
z
ENSITE DRAWINGS REV /0
03/06/17
9. NEW VERIZON WIRELESS 9' X 18' VEHICLE
\
\ \
PARKING/TURN—AROUND
,
4PPLICATION DRAWINGS REV NO
03/16/17
s
FINAL APPLICATION DRAWINGS REV 10
03/27/17
\ \
\. \
\
10. NEW VERIZON WIRELESS 30 KW DIESEL GENERATOR ON 4' X 8'
,
RensrD RNN wPLrATroN DPAx1Ncs REv pl
09/05/17
\
CONCRETE PAD
REWSED RML A"P OTION OPAWINGS W.V 12
01/17/18
\
z
RNSID FAL APPLOMN DRAWINGS REV 13
02/09/18
\
a
RENSED FM APPMATO DRAWINGS REV 14
03/22/19
\ i
SHEET
NAME:
I
1 1
'-------------------I
I
ENLARGED SITE
( I
PLAN
I
GRAPHIC SCALE(S)
I I
I 1
FOR 22" X 34" PLOT - 1" = 5' 0 5' 10'
9
I I
I
FOR 11" X 17" PLOT - 1" = 10'
1------------- ----�
I 1
I
I 1 1 I ---
1 1
1
SHUTNO.:
1 r
ENLARGED SITE PLAN
C-2
NOTE:
FENCE NOT SHOWN FOR CLARITY
—TOP OF TOWER APPURTENANCES (LIGHTNING ROD)
Y ELEVATION = 102.5'f A.G.L. [512'f AMSL]
TOP OF TOWEVRIP OF ANIFNNAS
ELEVATION 100.51- A.G.L. [510'f AMSL] — —
x
0
0
ELEVATION VIEW
NOT TO SCALE
VFP DEPLOYABLE NEW VERIZON WIRELESS
PLATFORM ICE BRIDGE
NEW VERIZON
WIRELESS GENERATOR
TOWER FOUNDATION DESIGNED BY OTHERS
18" MAX
III
(6) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNA
ELEVATION = 96't A.G.L. ® RAD q
NEW VERIZON WIRELESS OVP'S AND RRH'S
ELEVATION = 86't A.G.L.
NEW VERIZON 111RELESS 100.5' A.G.L. MONOPOLE
*HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS.
SEE DETAIL 2, THIS SHEET.
MONOPOLE
NEW ANTENNAS
- a - 2 3/8"0
u ;n
0 PIPEMOUNT (TYP)
a
ANTENNA BRACKET
VALMONT/SITEPRO 1:
UWS6-NP ANTENNA MOUNT
ANTENNA PLAN VIEW (86' RAD CENTER)
18" MAX TO POLE TO
BACK OF ANTENNA
NEW ANTENNA
(TYP OF 6)
MOUNTING COLLAR
(TYP OF 3)
I
SUPPORTING REMOTE
RADIO HEADS AND OVP
BOXES (TYP)
[RRH: 26"(H)x12"(W)x7"(D)
OVP: 23"(H)x16"(W)X10"(D)1
I L
ENLARGED VIEW
NO SCALE
TOWER BOLTS
(TYP)
QI
1111 E. Main Street,
Suite 1905
Richmond, VA 23219
804.644.4690
vewizon'
1831 RADY COURT
RICHMOND, VA 23222
SRE INFO.:
SHADWELL
RAWLAND
NO SCALE LFTI LH LH3646
RICHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
ENLARGED VIEW
DESIGN: jyy
DRAWN: WMD
REVIEW: jw
NO SCALE
TTV DATE: 051W16
COMM. NO. 5833-446
NOTES
SUBMITTALS
1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN
CONJUNCTION WITH THE NEW TOWER.
SYM.
DESCRIPTION
DATE
PREIIMIM CMRLXTON DRAWINGS REV 10
06/01/11
x
ENSITE DRAWINGS REV k0
03/06/1
3
WPLICATION DRAWINGS REV g0
03/15/1
2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND
•
194 APPLICATION DRAWINGS REV 10
03/27/1
WILL BE 1" DIAMETER
s
UMD FWL APPLMON DRAWINGS REV 11
09/D5/1 i
3. MONOPOLE, ANTENNAS, MOUNTS AND ALL NEW GROUND
EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR,
SHERWIN WILLIAMS (#6090) JAVA BROWN
w
RWO ML A RODON DR9WNGS FO 12
01/17/n
RV5E0 RML OPLUBON DMMNGS REV 13
02/09/1E
a
REVSED RWL APPLPdnON DWw1NGS Rl 1
03/22/1<
SHEET NAME:
4. NO POINT ON THE BACK OF THE ANTENNA SHALL BE MORE
THAN 18 FROM
DETAILED INCHEE ANTEN AHPLAN VIEW PROVDEEDFACE OF THEOONLS THSSHEET
ELEVATION VIEW
5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL
BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE
30" MAX ANTENNA NOTES
FINSI_ 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED
— � GRADE 0 TOWER AM—_j-� FLUSH -DESIGN WITH LOW -PROFILE MOUNTING BRACKETS.
ELEVATION - [409'—r:k] AMSL
2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON
AVAILABILITY AND SPECIFIC MANUFACTURER.
3. PROPOSED ANTENNAS - COMMSCOPE JAHH-65C-R3B
SHEET NO.:
DIMENSIONS - 95.7"(H) X 13.8"(W) X 8.2"(D)
E
3
®LEASE NOTES
1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY
RIGHT-OF-WAY
OO 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE
p -
-- - ® CONSTRUCTION NOTES
\ - 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD
o j -'ice
- Ire I J
�( I
�I 1
GRADING PLAN
c
EROSION AND SEDIMENT
0
CONTROL NOTES
C L A R. K N E S. E-N_-- _
1111 E. Main Street,
SUite 1905
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
Richmond. VA 23219
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
804.644.4690
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS (9VAC25-840).
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
v zorf
3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
1831 RADY COURT
SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED
RICHMOND, VA 23222
AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL
REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL •
STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT,
&
MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE
_
]} op
MATERIAL ON AREAS TO BE PAVED.�'��
d
,
4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES EVERY 2
WEEKS AND AFTER EACH RUNOFF PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE
"
EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP
�� 4r� rd
OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR ,
�;
AND SHALL BE MADE IMMEDIATELY. {�
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION
L1C' No. 4M
VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION
q
ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED
, W `C
✓�
COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED'
FROM PAVED AREAS ON
�-�
�
A DAILY BASIS.
5,�•
6. NO STOCK PILES OF SOIL ALLOWED ON SITE.;_,a'L
`-
7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO
CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF
WATER, MULCH OR CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC.
SITE INFO.:
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED
SHADWELL
OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,
OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS
OR THE STORM DRAINAGE SYSTEM.
fl L/�
RAWI A N D
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY
TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
NECESSARY BY THE PLAN APPROVING AUTHORITY.
3646 RICHMOND RD
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
KESWICK, VA
NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE
22947
STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES
SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL
BE SPREAD AND SEEDED.
ALBEMARLE COUNTY
DESIGN: jyy
DRAWN: WAAn
E & S LEGEND I 1COMM. NO
�> DIRECTION OF OVERLAND FLOW
Sym•I
DESCRIPTION
DAl
I
PREIIMINW/ CNMUO N RAMS REV 10
06/01,
—SF— SILT FENCE
I
PS PERMANENT SEEDING
¢
ENSITE DRAWINGS REV #0
03/05,
PPLICAiION DRAWINGS REV p0
03/16,
a
FINAL A11LICATION DRAWINGS REVIL
03/27,
=
KV50 MAL APPLUTION DPAW14GS RW P
09/05,
— GRASS SWALE CENTERLINE
e
05D1 FINIL FPPL'CATION DPAWNGS REV 12 1
01/17,
—LOD— LIMITS OF DISTURBANCE
7
RMO nW APPMAMN WAWNGS REV /a
02/09,
a
R5W nxu IPPLIUTO DRAWM RLV a
03/22,
8.0i SLOPE PERCENTAGE
,y
SHEET NAME:
551.4 SPOT ELEVATION
— TP — TREE PROTECTION
GRADING PLAN
— — — — NEW GRADING LINE
GRAPHIC SCALE(S)
SHEET NO.:
FOR 1117 " X " PLOT - 1" = 10' 0 5' 10' 20'C-4
FOR " X 17" PLOT - 1" = 20'
E
ENLARGED GRADING PLAN
I
I
II 1
I
1 V 1
`�\�L-OOl 401�
I_ I
I I
I I
o I I
� I
O I I Io
L I -
I
I 1
I I Li
J
r I
0 1 I O
_ I I
® LEASE NOTES
1. NEW VERIZON WIRELESS 20'INGRESS/EGRESS AND UTILITY
RIGHT-OF-WAY
2. NEW VERIZON WIRELESS 1600 SF LAND SPACE
® CONSTRUCTION NOTES I
1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD
I GRAPHIC SCALE(S) I
FOR 22" X 34" PLOT — 1" = 5' 0 5' 10'
FOR 11" X 17" PLOT-- 1" = 10'
0
LARKNEXSEN
1111 E. Main Street,
Suite 1905
Richmond, VA 23219
004.644.4690
1/enzonv
1831 RADY COURT
RICHMOND, VA 23222
L.ic No.472M
Sn INFO.:
SHADWELL
RAWLAND
3646 RICHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
DESIGN:
DRAWN:
REVIEW:
COMM. NO. 5833-446
SUBMfTTALS
SYM. DESCRIPTION DATE
I PREUNINWY CO161RDCTHRI DRAWINGS A0A (0 06/01/16
z ENSTE DRAWINGS REV /0 03/06/17
PPLICATION DRAWINGS REV jj0 03/16/17
FINAL APPLICATION DRAWINGS REV /D 03/27/17
5 FUSED FINAL APPLUMN DRAWINGS REV it 09/05/17
s IR'`AS0 FINAL MOTION DRAWINGS RY (: 1 01/17/18
REWSED nML APPOGigN DRIWMGS RN I.S 02/09/18
SHEET NAME:
ENLARGED
GRADING PLAN
SHEET NO.:
C-4A
0
CLARKNEXSEN
E
ENLARGED GRADING PLAN AND ENTRANCE PLAN
-ING GRAVEL ROAD
ro SE - * '.'� F
AT Tw _vt�
Tvw
VAR
Of / GRotpE 3
PFE CULVEIRYS f KCESSART._,
EmT
-------------
-Z
<
Nlk
<
z
-'Qll�
I Ala EkTRw,- t: BAC' OF T.0 S4YAJ MLoc r 0; VA* E NOTED BACK TO PP-,WVE AT .EAST COVER
.V7-VEAa y P'�WRCPVC GPIWES 9'T TU BY RMOVIC AS OCCESSARV-
nstw WIDIV, "Mc."K _: 1. "*T.',TER
1, '(,TFS OF CLOLVEM SHOWN C1W PLAF6 FOR EMT*Aya.S Ai` -r 449$O"MTE AM SHALL BE AUS "_ to OB'rAw ABOVE ROADWAY *0TNS
PAMCES lk rIll TO hV SAW f' EXCLIPT LOCA11M eli", CIA. bUT CWKM NECESSARY)
VDOT PE-1 PRIVATE ENTRANCE AND LOW VOLUME
COMMERCIAL ENTRANCE DETAIL
NO SCALE
GRADING OF THE ROADSIDE
DITCHES SHALL BE PERFORMED
AS DIRECTED TO OBTAIN POSITIVE
DRAINAGE
I GRAPHIC SCALE(S) I
FOR 22" X 34" PLOT - I- = 5' 0 5' 10
FOR I I " X 17" PLOT - I " = 10' 1
1111 E. Main Street,
L,
Site 1905
Richmond, VA 23219
804.644.4690
0
vnelnzonv
1831 RADY COURT
RICHMOND, VA 23222
I H op�
tomb
All
LIME
U% No- 42VI
Sn INFO.:
SHADWELL
V0WM.rA M D
3646 MCHMOND RD
KESWlCK, VA
22947
ALBEMAKE COUNTY
DESIGN:
DRAWN:
REVIEW -
TrV DATE: 05/=16
SYM DESMPMN DATE
PREUMIAW CMMIC70 DRAWINGS REV'0 05/01/16
ENSITE DRAWINGS REV 10 03/06/17
3 4PPLICATION DRAWINGS REV #0 03/16/17
71UAL APPLICATION DRAWINGS REV 10 03/27/17
ZEASM FINAL WI.TW DMOCS U #1 09/05/17
USED R. MPU III Mlll '2 111/17/111
O'AN'. R02/09/181
SHEET NAME
ENLARGED
GRADING PLAN
AND ENTRANCE
PLAN
ISHEUc-4e
E
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING
R TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS.
POSTS. 6 MAX
12 1/2 GAUGE MIN MESH SPACING
6" MAX
a
N STEEL OR WOOD -
POST -IMBED 3'
3. ATTACH THE FILTER FABRIC
TO THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH.
z
i...,,n,n,Nr'rFgn r 9 rq
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
EXTENSION OF FABRIC AND.
WIRE INTO THE TRENCH.
FILTER FABRIC i\I GROUND LINE
I
r
r� WIRE
TEMPORARY SILT FENCE
NO SCALE
DRIP LINE
obnnba
NOTES: AT 4' C.C.
1. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
2. REFER TO STD & SPEC 3.38 (VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, DCR 1992)
3. PROTECTED TREES SHALL BE FIELD IDENTIFIED PRIOR TO LAND DISTURBING
ACTIVITIES AND PROTECTION DEVICES WILL BE INSTALLED AROUND SPECIFIC
TREES AND IN OTHER IN LOCATIONS AS SHOWN ON THE PLANS.
4. TREE PROTECTION DEVICES SHOULD EFFECTIVELY PROTECT THE ROOTS,
TRUNK, AND TOPS OF TREES FROM DAMAGE AND MAY INCLUDE PRODUCTS
SUCH AS SNOW FENCE, BOARD FENCE, OR OTHER TYPE OF PLASTIC
FENCING. THE LOCATION OF PROTECTION FENCING IS GENERALLY AROUND
THE PERIMETER OF THE TREE FOLLOWING THE DRIP EDGE, OR CANOPY
LINE OF THE TREE.
5. FENCING SHALL BE MAINTAINED DURING CONSTRUCTION AND REMOVED BY
THE CONTRACTOR ONCE THE SITE CONSTRUCTION WORK HAS BEEN
COMPLETED.
6. TREES TARGETED FOR PROTECTION WHICH ARE ACCIDENTALLY DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE
PROCEDURES DESCRIBED UNDER MAINTENANCE (SECTION 14b) OF THE
STANDARD & SPECIFICATION 3.38.
TREE PROTECTION
NO SCALE
TABLE 3.31-B
(Revised June 2003)
TEMPORARY SEEDING SPECIFICATIONS
(B IICK RFFFRFNCF FOR 611 RFCKINQ
�EQ
APPLICATION DATES
SPECIES
APPLICATION RATES
Sept. 1-Feb. 15
50/50 Mix of Annual Ryegrass (lolium
multi-florum) & Cereal (Winter) Rye
(Secole cereale)
50-100 (Ibs/acre)
Feb. 16-Apr. 30
Annual Ryegrass (lolium multi-florum)
60-100 (Ibs/acre)
May. 1-Aug. 31
German Millet
50 Ibs acre
• Apply 10-10-10 FERTILIZER at a rate 450 Ibs./acre (or 10 Ibs./1,000sq ft
• Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre
(or 90 Ibs./1,000 sq ft)
NOTE:
1 - A soil test is necessary to determine the actual amount of lime required to adjust
the soil pH of site.
2 - Incorporate the lime and fertilizer .into the top 4-6 inches of the soil by disking or
by other means.
3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment
Control Technical Control Technical Bulletins 4 2003 Nutrient Management for Development Sties Nutrient Management for Development Sties at
http:/www.dcr.state.va.us/www.dcr.state.va.us/swLe&s htm#pubs&s htm#pubs
(Revised June 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA
LAND USE
SPECIES
APPLICATION PER ACRE
Minimum Care Lawn
Tall Fescue
Perennial Ryegrass
95-100
0-5
(Commercial or
Residential)
Kentucky Bluegrass
0-5
TOTAL: 175-200 Ibs
High -Maintenance awn
Tall Fescue
TOTAL: 200-250 Ibs
Tall Fescue
128 Ibs
General Slope (3:1 or
Red Top Grass or Creeping Red
Fescue
2 Ibs
20 Ibs
LQS-Sl
Sesional Nurse Crop
Total: 150 Ibs
Tall Fescue
108 Ibs
LOW -Maintenance Slope
Red Top Grass or Creeping Red
Fescue
2 Ibs
20 Ibs
(Steeper Than 3:1)
Sesional Nurse Crop
20 Ibs
Crownvetch
Total: 150 Ibs
1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association
(VCIA), recommended turfgrass variety list. Quality seed will bear a label indicating that they
are approved by VCIA. A current turfgrass variety list is available at the local County
Extention office or through VCIA at 804-746-4884 or at
hftp•//sudon cses vt edu/htmi/Turf/turf/publications/publications2/html
2- Use seasonal nurs crop in accordance with seeding dates as stated below:
February 16th - April ........................ Annual Rye
May 1st - August 15th....................... Foxtail Millet
August 16th - October ..................... Annual Rye
November - February 15th.............. Winter Rye
3- Substitute Sericea Lespedeza for Crownvetch east of Farmville, VA (May through
September use hulled seed, all other periods, use unhulled Sericea). If Flatpeo is used,
increase to 30 Ibs/acre. If weeping lovegrass is used, including in any slope or low
maintenance mixture during warmer seeding periods, increase to 30-40 Ibs/acre.
Apply 10-20-10 fertilizer at a rate of 500 Ibs./acre (or 12 Ibs./1,000 sq. ft.)
• Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 Ibs./1,000 sq.
ft.)
NOTE:
-A soil test is necessary to determine the actual amount of lime required to adjust the
soil pH of the site.
-Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by
other means.
-When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control
Technical Bulletin 14, 2003 Nutrient Management for Development Sites at
bttp://www.dcr.state.va.us/sw/e-&s.html#pubs
EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE
PRE -CONSTRUCTION PHASE
1. CONDUCT A PRE -CONSTRUCTION MEETING BEFORE
LAND -DISTURBING ACTIVITIES ARE INITIATED.
2. FIELD SURVEY THE LIMITS OF DISTURBANCE.
3. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS
OF DISTURBANCE AS BUFFER ZONES.
4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES
(SILT FENCE).
5. INSTALL TREE PROTECTION AS SHOWN ON PLAN.
NOTES:
* THE PRE -CONSTRUCTION MEETING SHOULD DISCUSS THE ESC
MEASURES, METHODS OF INSTALLATION, SEQUENCE OF OPERATION,
MAINTENANCE, AND INSPECTIONS WITH THE ESC INSPECTOR.
* IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING
THE PRE -CONSTRUCTION MEETING, OR IF THE PROJECT IS DORMANT
FOR 180 DAYS DURING THE CONSTRUCTION PHASE, A NEW
PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO RESTARTING
CONSTRUCTION.
* 'LAND DISTURBING ACTIVITIES' INCLUDE ALL MAN-MADE CHANGE TO
THE LAND SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF
CHARACTERISTICS INCLUDING CLEARING, GRADING OR EXCAVATION.
* ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, THIRD EDITION (1992).
CONSTRUCTION PHASE:
6, PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS
7. ROUGH GRADE THE SITE.
8. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER
AREAS NOT RECEIVING GRAVEL.
9. COMPLETE FINAL GRADING.
10. INSTALL BELOW -GROUND UTILITIES.
11. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA.
12. ENSURE THAT ALL DISTURBED, BARE -SOIL AREAS ARE STABILIZED
WITH EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION.
13. INSTALL WOOD FENCING.
14. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY
OTHERS), SHELTER, ELECTRICAL ETC.
NOTES:
* FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC
INSPECTOR, CLEAR ONLY THE LIMITS OF DISTURBANCE. NO ONSITE
DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS IS PERMITTED.
* IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED, INSTALL SEED,
MULCH, AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION.
ONGOING ACTIVITIES:
15, PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED
PROFESSIONAL AS REQUIRED.
16. PERFORM MAINTENANCE OF ESC'S INCLUDING: SILT FENCE, TREE
PROTECTION & SEEDED AREAS AS REQUIRED.
17. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD
POTENTIALLY CAUSE EROSION, IF ENCOUNTERED.
18. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT
DISCHARGE OF SEDIMENT TO OFFSITE AREAS.
19. DISPOSE EXCAVATED MATERIAL OFFSITE.
NOTES:
* STAGING AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT
PERMITTED.
* INSTALL SILT FENCE AT 10'LATERALLY FROM THE TOE OF SLOPE
AROUND ALL STOCKPILES.
* DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF
DISTURBANCE IS NOT PERMITTED.
SITE RESTORATION ACTIVITIES:
20. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT
FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS
ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS.
21. PERFORM PRE -FINAL SITE INSPECTION PRIOR TO REMOVING
TEMPORARY ESC MEASURES.
22. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT
FENCE, TREE PROTECTION, ETC) AND DISPOSE OF ALL MATERIAL
OFFSITE.
23, FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL
PERFORM A FINAL SITE INSPECTION.
NOTES:
* PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND
COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE,
AND WILL INHIBIT EROSION.
* TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL
STABILIZATION HAS BEEN ACHIEVED, AND PERMANENT EROSION AND
SEDIMENT CONTROL MEASURES HAVE BEEN DETERMINED TO BE
FUNCTIONING CORRECTLY AS APPROVED BY THE ESC INSPECTOR.
MAINTENANCE INSTRUCTIONS
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE
INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VESCH HANDBOOK. A SUMMARY OF THE
INSPECTION ITEMS INCLUDE THE FOLLOWING:
2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR
DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN
THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE
TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND
ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE
RAINFALLS.
3. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR
MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADDITIONAL
FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE
MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE
EROSION AND SEDIMENT CONTROL MANUAL.
4. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE
TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE
EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE
AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT
FROM TRAFFIC AS MUCH AS POSSIBLE.
5. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND
REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF
POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES
OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED.
10
CLARKNE:S_S_.E.N.
1111 E. Main Street,
Suite 1905
Richmond. VA 23219
804.644.4690
ver1/
1831 RADY COURT
RICHMOND, VA 23222
I kIll j" I ()�
�"
Lar._ N). 4 2i.$��'
I�SS f
SnE INFO.:
SHADWELL
RAWLAND
3646 NCHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
DESIGN:
DRAWN:
REVIEW:
TTV DATE: 05[M16
COMM. NO, 5833-446
SUBMITTALS
SYM, DESCWT10N M7E
i PRaWAW C AMI CIVIL MAIM RLV fO 06/01/16
R ENSITE DRAWINGS REV /0 03/06/17
'I kPPUCATION DRAWINGS REV #0 03/16/17
4 71ML APPLICATION DRAWINGS REV 0 03/27/17
s ADW FIR AMOTIEW DFAM REV 11 09/05/17
a Rmo nK MRIOOON DRAWINGS REV 1z 01/17/18
REMSED nWL MPLICADON DPAWINGS RV f3 02/09/18
9 RENSED FAWL MPIOMN DMW RV I# I 03 22 19
SHEETNAME
DETAILS
Imc-4c
® CONSTRUCTION NOTES
GENERAL NOTES
1. GATE, CORNER, END OR PULL POST 6" X 6" TREATED
1. INSTALL FENCING PER ASTM F-567
LUMBER SPACING FOR LINE POSTS IS 8'-0' � TO � MAX
7. FINISH GRADE SHALL BE UNIFORM AND LEVEL
2. INSTALL SWING GATES PER ASTM F- 900
2. TOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER
8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD
PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE
3. LOCAL ORDINANCE OF BARBED WIRE PERMIT
3 3. 1" (NOMINAL) X 6" -8' DOG EARRED FENCE BOARDS. CEDAR
REQUIREMENT SHALL BE COMPLIED IF REQUIRED.
PREFERRED. #1 TREATED ACCEPTABLE
9. GEOTEXTILE FABRIC
4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND
4. 1 1/2° MAXIMUM CLEARANCE FROM GRADE
10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME
WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH
=
5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER
11. POST: CONCRETE FOUNDATION (4000 PSI)
FENCE BOARDS).
DURING BID WALK
6. 4" COMPACT 95% BASE MATERIAL OR AS DETERMINED BY
CONSTRUCTION MANAGER DURING BID WALK
6'-0"
VARIES - SEE PLAN
8'-0" TYP
N EACH LINE POST
COMPOUND FENCE DETAIL --� (�P) i-
NO SCALE
NO. 57 COARSE AGGREGATE
(3" MINIMUM)
EXISTING I 1 1/2" PER 6' OF SLOPE
GRADE
COMPACT ROAD BASE
MATERIAL REMOVE ORGANIC
MATERIAL (3" MINIMUM)
1" MIN. ABOVE
EXISTING GRADE
12'
1 1/2' PER 6' OF SLOPE
5 1/2" MINIMUM
AT CROWN
GEOTEXTILE FABRIC WHERE
REQUIRED. VERIFY WITH
CONSTRUCTION MANAGER PRIOR TO
BID
EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL
A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND
ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED
WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK
PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED.
THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL
CONDITION.
B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE
CONTENT.
TYPICAL ACCESS ROAD CROSS SECTION
NO SCALE
NOTE:
FENCE TO BE STAINED TO JAVA
BROWN COLOR SIMILAR TO NEW
MONOPOLE.
I
NO
EXTERIOR I FACILITY [FTRESS PA S S I N G
SIDE I SIDE
3 I i
IVIOLATORS WILL BEPROSECUTED
I
it ENO -TRESPASSING SIGN
18" HIGH X 24" WIDE
(OPERATIONS PROVIDED)
SIGNAGE NOTES
1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT
PRESSED METAL, AND PAINTED WITH LONG LISTING UV
RESISTANT COATINGS.
2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED
TO THE TOWER, GATE, AND FENCE USING A MINIMUM OF 9
GAUGE ALUMINUM WIRE. HOG RINGS (AS UTILIZED IN FENCE
INSTALLATIONS) OR BRACKETS WHERE NECESSARY. BRACKETS
SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID
GALVANIC CORROSION.
3. VERIZON WIRELESS SITE ID SIGN SHALL BE MOUNTED ON
OUTDOOR EQUIPMENT AS DIRECTED BY VERIZON WIRELESS
CONSTRUCTION MANGER. TWO-SIDED TAPE SHALL BE UTILIZED
AT EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNIT
ADHESIVE SETS.
WHITE BACKGROUND
W/RED LETTERING
IN CASE OF EMERGENCY
WHBLACBKA
I N FO R M AT I 0
GREEN BACKGROUND
/ LEKGROUNDTTERING
W/WHITE LETTERING
CONTACT: 800-852-2671
SITE:
THIS IS AN ACCESS POINT TO AN
AREA WITH TRANSMITTING ANTENNAS.
WHITE BACKGROUND
OBEY ALL POSTINGS AND BOUNDARIES BEYOND THIS POINT
W/BLACK LETTERING
WHITE BACKGROUND
IN RED LETTERING
CALL VERIZON WIRELESS AT 1-600-26A-6620 FOR MORE INFORMATION,
BACKGROUND
ROUND
STATE: SWITCH:
Verizon
WHITE
SITE ID:
T
WHITE BACKGROUND
W/RED LETTERING
WHITE BACKGROUND
(-)-)VERIZON WIRELESS -SITE ID SIGN
3 INFORMATION SIGN
W/BLACK LETTERING
18" HIGH X 24" WIDE
(OPERATIONS PROVIDED)
18" HIGH X 24" WIDE
(OPERATIONS PROVIDED)
FCC TOWER REGISTRATION NO!.,WHITE BACKGROUND
XXXXXXX W/BLACK LETTERING
FCC REGISTRATION SIGN
TYPICAL SIGNS AND SPECIFICATIONS
NO SCALE
40
CLARKNEXSEN _
1111 E. Main Street,
Suite 1905
Richmond, VA 23219
804.644.4690
Velal'IZonv"
1831 RADY COURT
RICHMOND, VA 23222
-w��JH op
X_' ORN
w
SITE INFO,:
SHADWELL
RAWLAND
3646 RICHMOND RD
ICES%MCKI VA
22947
ALBEMARLE COUNTY
DESIGN: Jyy
DRAWN: WMD
REVIEW: Jyy
TTV DATE: 05AW16
COMM. NO. 5833446
SUBMITTALS
SYM.
DESCRI fION
DATE
PREU9INARY COIS@DEIIDN DRANINS REV 10
06/01/16
2
ENSITE DRAWINGS REV 10
03/05/17
PUCATION DRAWINGS REV'##
D3/16/17
4
INA. APPLICATION DRAWINGS REV 10
03/27/17
s
REUSED FMW. APPMTON DRAWINGS REV if
09/05/17
6
REVISED FlWL APPUCITON ORAWMGS REV 12
D1/17/18
>'
REUSED DNY APPLMARM DPANING6 REV 13
02/09/18
A
REWSFO FIWE MRXATM DINM" REV 14
03 22 19
SHEET NAME
FENCE AND
SINGAGE
SHEEP NO.:
C-5
E
STAINLESS STEEL
BAND
MONOPOLE
# 2 JACKETED, STRANDED
COPPER WIRE TO TWO HOLE
LUGS ON BOTH ENDS.
ICE BRIDGE CHANNEL
EXTENSION KIT
#2 GREEN BONDING JUMPER
VARIES 6'-0" MAX VARIES 3'-0" MAX
GRIP STRUT PLANK CONNECTION
DETAIL THIS SHEET
A
GROUND BAR CLAMPED
TO MONOPOLE UNDER
ACCESS PORT
1 1
#2 AWG SOLID TINNED
COPPER, CADWELD TO
GROUND BAR
3/4" PVC
CONDUIT
HYBRID LINE
PIPE 3 STD COLUMN
(TYP)
NOTE:
ICE BRIDGE DETAIL IS INTENDED
TO BE REPRESENTATIVE, SHOWING
TYPICAL ICE BRIDGE CONSTRUCTION.
DETAIL IS NOT INTENDED TO
SHOW JOB SPECIFIC DIMENSIONS
FOR CONSTRUCTION.
#2 AWG SOLID TINNED
COPPER TO EQUIPMENT
GROUND RING (TYP)
#2 (STANDARD CABLE)
BRIDGE GROUND
3/4" PVC :::: I
G CONDUIT G
0,
111
#2 AWG GROUND
CONNECTION (TYP)
A
#2 (STANDARD
CABLE) BRIDGE
GROUND —
3/4" PVC
CONDUIT
DEPLOYABLE PLATFORM
BY VFP, INC. SEE SHEET
I A-1
I '
I I
I
I
I
I L OUTDOOR I
EQUIPMENTS
OVP
#2 AWG GROUND
CONNECTION
ICE BRIDGE DETAIL (TYP)
FOR 22" X 34" PLOT — 3/4" = V—O" 0 6" V 2'
FOR 11" X 17" PLOT — 3/8" = 1'-0"
GPS
ANTENNA
1/2"0 THREAD
12" LONG (4
ICE BRIDGE
PIPE COLUMN
PIPE 1 STD, 24" LONG
SADDLE CLAMPS, TYP
GPS ANTENNA MOUNTING BRACKET
FOR 22" X 34 PLOT — 1 1/2" = 1'-0" 0 3" 6" 9" 1'
FOR 11" X 17" PLOT — 3/4" = 1'-0"
ICE BRIDGE
PIPE COLUMN
GRIP STRUT
PLANK
1/2" U—BOLT
(TYP)(GALV)
L3x3x1/4
(TYP)(GALV)
TYP.
GRIP STRUT PLANK CONNECTION DETAIL
FOR 22" X 34" PLOT — 1 1/2" = 1'-0" 0 3" 6" 9" 1'
FOR 11" X 17" PLOT — 3/4" = 1'—O"
CONCRETE EQUIPMENT
PAD
24" WIDE 12 GA
3" DEEP GRIP STRUT 2'-3 1/2"
DIAMOND PLANK OR
SECTION -ICE BRIDGE A -A
FOR 22 X 34" PLOT — 1" = 1'-0" 0 6" 1'
FOR 11" X 17" PLOT — 1/2" = 1'-0"
CLA tRKNEXSEN
1111 E. Main Street,
Suite 1905
Richmond. VA 23219
804.644.4590
verizo nv�/
1831 RADY COURT
RICHMOND, VA 23222
i
SITE INFO.:
SHADWELL
RAWLAND
3646 RICHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
MA I'MG
COMM. NO. 5833-446
SUBMITTALS
SYM. DESCRIFn0N DATE
PRELIMINARY COWRICTJN MANO REV 10 06/01/16
z ENSITE DRAWINGS REV /0 03/06/17
3 PPLICATION DRAWINGS REV #0' 03/16/17
a FINAL APPLICATION DRAWINGS REV 110 03/27/17
s MED DMI. APPLOTI N1 OPENINGS REV 11 09/05/17
s RENSED Fl"1 APP10,0I DPAMINCB REV 12 01/17/16
RENSED nu APPLIGTm DRows RN !s 02/09/18
SHEET NAME:
ICE BRIDGE
DETAILS
SHEET NO.:
C-6
VERIZON WIRELESS EQUIPMENT•
- CHARLES INDUSTRIES CUBE - SS4B231PX2 EQUIPMENT WITH BATTERY CABINET
- RAYCAP OVP - 6
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.
- 18" WIDE X 18" TALL FIBER JUNCTION BOX, NEMA 3R, CABINET ENCLOSURE WITH
WOODEN BACKBOARD, PADLOCK LATCH, AND COMBINATION LOCK. (USE FOR DARK FIBER
SITES)
- 32" WIDE X 59" TALL X 12" DEEP, ASCO 0300L SERIES POWER TRANSFER LOAD CENTER
MODEL AA300G-1PH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK.
- 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RL1003C-A WITH HEAT
EXCHANGER (120V) WITH TRIPP-LITE UPE PART #SM1500RMXL2UTAA INSIDE (ONLY REQUIRED
WHEN VzT PROVIDES LIT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS IS NEEDED)
- COORDINATES ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER.
10' CONCRETE PAD
30"x2O" CONDUIT STUB -UP OPENING
a
w
L
U
z
U
U
EQUIPEMENT LAYOUT PLAN
SCALE: N.T.S.
PROPOSED VERIZON
LIGHT
EQUIPh
H-FRA
POST I
NOTE: SIDE A
1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS.
H-FRAME RISER DETAILS
SCALE: N.T.S.
10' H-FRAME w/ ICE BRIDGE
EQUIPMI
H-FRAM
POST #
NOTE:
BOTTOM EDGE OF OVP'S SHALL NOT EXCEED
36" ABOVE FINISHED CONCRETE SLAB.
EQUIPMENT H-FRAME
POST (TYP)
MOUNTED LIGHT SWITCH
w/ TIMER ON END
POST (TYP)
CHARLES BOX FOR
INCOMING CENTURY
LINK FIBER.
c•�nr o
CHARLES BOX
NOTE:
1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS.
10
C L A a KNEXSEN
1111 E. Main Street,
Suite 1905
Richmond. VA 23219
804.644.4690
IIIII
verizowl
1831 RADY COURT
RICHMOND, VA 23222
fig, e
U
JUSIN Y YOON
Lim No_ 42997
rq N
r
SfTE INFO.:
SHADWELL
3646 RICHMOND RD
KESWICK, VA
22947
ALBEMARLE COUNTY
DESIGN:
DRAWN:
REVIEW:
TTV DATE: 05houI6
ISYM.1 DESCPJFnON I DATE
z ENSITE DRAWINGS REV {0 DJ/Do/17
PPLICATIDN DRAWINGS REV 10 WWII
s IRIMSED FIK ,1PMTNNI DRAWS REV 11 09/DS/ 17
s RINSED FINAL PPPLOTIDN DPAWINCS REV IZ 01/17/1 e
z RENSED FNN. ,APPLIDATON DRAWINGS REV Is 02/09/18
SHEET NAME:
EQUIPMENT
LAYOUT AN D
NOTES
SHEET NO.:
C-7
10' CONCRFTF PAN 10' H-FRAME w/ ICE BRIDGE
v
EQUIPEMENT PLAN
SCALE: N.T.S.
O
EQUIPMENT H-FRAME
POST #1 (CLOSEST TO
BTS EQUIPMENT PAD)
0
F -- -----I �I
I II
30 KW M-8"x29.5" CONDUIT
GENERATOR L 11STUB-UP OPENING
L r z _ J IN CONCRETE PAD
8'-0"
10'-O"
UNISTRUT PIPE/CONDUIT CLAMP
P1119 OR 02558-35 (GALV.)
6"ram 3'-0" 3'-0" 3'-0' 6
(TYP). FOLLOW MANUFACTURER
RECOMMENDATIONS FOR BOLT
TORQUE
POST (TYP)
ICEWIDE
ICE BRIDGE
O
P1000 1
5/8" X 1 5/8" 12 GAGE
CHANNEL
STEEL UNISTRUT (TYP)
PIPE 3 STD
LONG ICE
13'-4"
BRIDGE POST (TYP)
P2860-10
END CAP (TYP)
N U
U
i r FINISH SUBGRADE
u . LJ. LillLJ
T�--L 1•-o-m
CAST -IN -PLACE 4000 PSI (TYP)
CONCRETE FOUNDATION (TYP)
H-FRAME DETAIL
SCALE: N.T.S.
10'-0"
�---r--`--W--•o-I----I-�--I----r---�r---R-�--ham
b ° I I I "°I ° `6 Is I° I
I• I
>" DIA H-FRAME
I °°I• I° "
)UNDATION
F---T--T` T- a-T- a-T___`IT---T--' I
a 1 I a
-------�-- s
IUIPMENT H-FRAME
v�
r I
LI 1i_-_ I ___ I _, _111--_1_J
I I
1ST, TYP
------I�---I---� �-1- °--I�=--I-------
e
I I j I I °
9 EQUAL SPACES AT V-0"
6"
M
CONRETE PAD DESIGN
SCALE: N.T.S.
"HILITI" KWIK BOLT 5/8" DIA
STAINLESS STEEL EXPANSION
ANCHOR BOLT
EXPANSION ANCHOR DETAIL
SCALE: N.T.S.
FILL VOID WITH #57 GRAVEL
AFTER CC
PROPOSED CONCREE
o�
V-0"
CLA R f6 NEXSEN
1111 E. Main Street.
3" TYP Suite 1905
Richmond. VA 23219
804.644.4690
#57 GRAVEL
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1831 RADY COURT
RICHMOND, VA 23222
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fie, No- 42897
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SITE INFO.:
SHADWELL
RAWLAND
GENERATOR CONDUIT ROUTING DETAIL
SCALE: N.T.S.
3646 RICHMOND RD
KESWICK, VA
22947
#ENERATOR PAD. (TYP TOP AND NOTE: THIS DESIGN ASSUMES A
N BOTTOM) (4,000 PSI CONCRETE) 2000 PSF SOIL BEARING PRESSURE
ALBEMARLE COUNTY
DESIGN:
DRAWN:
REVIEW:
o a
TTV DATE: 05/)OV16
COMM. NO. 5833-446
SUBMITTALS
COMPACTED #57 GRAVEL
SYM.
DESCRIPTION
DAT1
I
PREUMKW CM-TRUC71M MMNGS REV Po
06/01/
z
ENSITE DRAWINGS REV /0
03/D6/
M
SAPPLICATION
DRAWINGS REV #0
03/15/
s
FINAL APPLICA77ON DRAWINGS REV #0
03/27/
CONCRETE PAD FOUNDATION
5
RFASEDFlNuePROMNDRAWINGS REV 11
09/05/
W
RENSM AW A?MMTDN DS
SCALE: N.T.S.
RV "1
R.- fl.
0OT/17/
2/09/
a
RENSDI'W WROTO DRAWINGS REV 10
03/22/
SHEET NAME:
CONCRETE PAD
DETAILS
SHEET NO.:
C-8