HomeMy WebLinkAboutSDP202100050 Plan - Submittal (First) 2021-05-19SHENTEL'
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SHENTEL°
DINBURG,VA222
EDINBURG, VA 22824
SITE NAME:
Always connected
to you
PATTERSON MILL
SITE NUMBER:
PATTERSON MILL
50084
SITE ADDRESS:
50064
CROZET, TBD P MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
TBD PATTERSON MILL LN.
CROZET, VA 22932
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
PROPOSED INSTALLATION
OF A
CROZET, VA 22932
98.5' MONOPOLE TELECOMMUNICATIONS TOWER
COUNTY: ALBEMARLE
N38° 07 22.61"
LATITUDE:
t
(38.03W14°)
SHALL
CONTRACTOR &FNAL,SUBCONTRACTOWS WORKAND
,�'
SITE NAME
SHEET T-1
TITLE SHEET
W78° 42' 55 BB"
LONGITUDE:
ASCOMPLY ADOPTED BY
APPLICABLE NATIONAL, STATE, ANO LOCAL CODES A$ ADOPTED BV
r� ��
PATTERSON MILL
SHEET L-1 LEASE MAP
THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE
� �
SHEET R-1
RADIUS MAP
(-78.715481'
LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND
SITE NUMBER
SHEET R-2
RADIUS MAP
NO.
REVISIONBSSUE
DATE
STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL
N r�r yr.w,r
50064
SHEET R-3 OWNER INDEX
GOVERN THE DESIGN.
6
SHEET P-1
TREE SURVEY
1
ISSUE FOR COMMENT
04/07/21
BUILDING CODE:
_
,
SITE ADDRESS
SHEET C-1 PROPOSED SITE PLAN
INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE
y
y�ry
TBD PATTERSON MILL LN
SHEET C-2
PROPOSED GRADING / E&SC PLAN
STATE OF VIRGINIA.
i
r•-•- r...r,
CROZET, VA 22932
SHEET C-3
CIVIL DETAILS
2
REISSUE FOR COMMENT
04/19/21
y
•�����
SHEET C-5
CIVIL DETAILS
ELECTRICAL CODE:
/4
uw
PROPERTY OWNER
SHEET C-5
EQUIPMENT LAYOUT PLAN
3
FINAL
04/2121
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-2015,
_
`�
SHEET C-6
HYBRID -FLEX CEPI-ANABLE AGRAM
NATIONAL ELECTRICAL CODE (NEC 2014), AS ADOPTED BY THE STATE
PATRICIA W. PATTERSON
SHEET E-1
UTILITY SERVICE PLAN
4
REVISED FINAL
05/14 1
OF VIRGINIA
4Krrn1 �A
191 PATTERSON MILL LN
CROZET, VA 22932
SHEET E-2 UTILITY SERVICE PLAN
LIGHTNING PROTECTION CODE:
SITE
-
PARCEL ID: 07100-00-00-037JO
SHEET G-1
GROUNDING PLAN (TOWER SITE)
NFPA 780-2015, LIGHTNING PROTECTION CODE.
_
p, •` r°"
SHEET G-2
GROUNDING PLAN (EQUIPMENT FRAME)
SUBCONTRACTORS WORK $HALL COMPLY WITH THE LATEST EDITION
/
SITE DATA
SHEET A-1
ANTENNA CONFIGURATION
1 �op
OF THE FOLLOWING STANDARDS.
• a,. r
NAD83LATITUDE-N38"02'22.61"(N38.039614")
SHEET A-2
TOWER ELEVATION
M !
-
AMERICAN CONCRETE INSTITUTE(ACI) 318, BUILDING CODE
NAD 83 LONGITUDE -W78"4755.66" (W78.715461")
SHEET D-1
MISCELLANEOUS DETAILS
Or
REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC), MANUAL OF
rr
ELEVATION(NAVD 88):676.3 t AMSL
SHEET D-2
SHEET 0.3
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAIL$
GI
STEEL CONSTRUCTION FOURTEENTH EDITION
- -
AREA MAP
SHEET 0.4
MISCELLANEOUSDETAIL$
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)222-G.
LEASE AREA
SHEET 0.5
EQUIPMENT FRAME DETAILS
' CARL
(ADDENDUM 4, 222-G4, DATED 2014). STRUCTURAL STANDARD FOR
STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
SITE 49
900 SQUARE FEET
SHEET D-6
EQUIPMENT FRAME DETAILS
L1C, 26
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING
SHEET D-7
H-FRAME DETAILS
,0002O
REQUIREMENTS FOR TELECOMMUNICATIONS
4y w
PROJECT DESCRIPTION
SHEET D-8
SHEET 0.9
SECTOR FRAME DETAILS
PPE CABINET DETAILS
�J
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81,
Q �� .tO+
ffrr
INSTALLATION OF 98.5' MONOPOLE TOWER WITHIN
SHEET 0.10
ELECTRICAL NOTES
(�
GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE,
��O
1M
A20' x2V FENCED COMPOUND. NEW UTILITY RUNS
SHEET 0.11
CABLE INSTALLATION NOTES
AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
TO SITE.
SHEET D-12
GENERAL NOTES
IEEE 1100 (2012) RECOMMENDED PRACTICE FOR POWERING AND
i
GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN
JURISDICTION
LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'CT
4�
ALBEMARLE COUNTY
AND "HIGH SYSTEM EXPOSURES
FLOOD PLAIN INFORMATION
CONTACTS
IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION
THE SITE IS IN ZONE XA$ SHOWN ON FIRM MAP
Mead
NO. 51003CO237D, EFFECTIVE DATE 02/04/2005.
SHENTEL(CONSTRUCTION)
SHEET INDEX
�yr
4gp "
NATE 41A 87- MOBILE
'
■ ■
VICINITY MAP
PO
nathaniel.bradl ley®emp.shentel.mm
' U
I nt
DESIGN ENGINEER
SITE DIRECTIONS
SHENTEL SITE ACQUISITION
( )
9ICE/FIRE/RESCUE
FROM WAYNESBORO, VA: HEAD EAST ON 1-64 E FOR 12.3 MILES TO EXIT 107 US ROUTE 250 . AT
( )
44657-WILMER
(540)241-5060-OFFICE
(540)JES9844657
ELECTRIC POWER
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
Mead
END OF RAMP BEAR RIGHT
ONTO WESTBOUND US ROUTE 250. FOLLOW US ROUTE 250 FOR 0.14
(540)241-5060-MOBILE
CENTRAL VIRGINIA ELECTRIC COOPERATIVE
CONTACT: CUSTOMER SERVICE
(304) 345-6712 PHONE
MILES TO PATTERSON MILL
LANE. TURN LEFT (EAST) ONTO PATTERSON MILL LANE AND FOLLOW
( T]
]essimmimer®emp.shentel.mm
PHONES: 800-367-2832
(304) 345-6714 FAX
I ��
FOR 0.72 MILES TO DRIVEWAY ON THE LEFT SIDE OF PATTERSON MILL ROAD. DRIVEWAY
ENTRANCE IS LOCATED AT: N38° 02' 20.94", W78° 43' 08.89". TURN LEFT ONTO DRIVEWAY AND
MEAD & HUNT
CURTIS PAXTON
TELEPHONE
PROJECT # R4461000-210677.01
'
PROCEED FOR 75 FEET. TURN RIGHT AND FOLLOW ROAD FOR 0.2 MILES. TURN LEFT ONTO
(304) 553-8103 - PHONE
400 TRACY WAY, SUITE 200
CENTURYLINK
CONTACT: CUSTOMER SERVICE
400 TRACY WAY, SUITE
GRAVEL ACCESS ROAD AND
FOLLOW FOR 95 FEET. TOWER IS LOCATED 33 FEET ON THE RIGHT
CHARLESTON, WV 25311
PHONES: 855-2341903
WV 11
SIDE OF GRAVEL ACCESS.
mdis.parton�meatlhuM.mm
SHENTEL NOC
SHEET
(304)CHAR3 5-671TON,
NE
(304) 3456712 PHONE
(304) 3456714 FAX
(800) 768-5220-PHONE
TITLE SHEET
CONSULTANT TEAM DWG BY: WKM
DIRECTIONS TO SITE
PROJECT INFORMATION
EMERGENCY AND UTILITY CONTACTS
T-1
NOTES:
1.
THIS IS NOT A BOUNDARY SURVEY.
2.
THE INTENT OF THIS SURVEY IS TO LOCATE A 900 SO. FF. TRACT OF LAND,
SITUATED IN YANCEY MILL IN THE SAMUEL MILLER MAGISTERIAL DISTRICT, ALBEMARLE
COUNTY VIRGINIA, LOCATED ON PROPERTY NOW OR FORMERLY OWNED BY PATRICIA W.
PATTERSON, AS RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF
ALBEMARLE COUNTY, ✓IRGINM IN DEED BOOK 1027 AT PAGE 207D. THE LOCATION OF
EXTERIOR BOUNDARY LINES OF THE PARENT TRACT AND ADJOINING PARCELS AS
SHOWN ON THESE PLANS HEREIN ARE BASED UPON DEED DESCRIPTIONS, EXISTING
SURVEY INFORMATION AND HAVE BEEN RELATED TO MONUMENTS RECOVERED IN THE
FIELD. THESE DRAWINGS DO NOT REPRESENT A BOUNDARY SURVEY OF THE PARENT
OR ADJOINING TRACT(S) OF LAND.
3.
THE AND VERTICAL DATUM ARE BASED FIELD WORK COMPLETED BY
MP/SS ON 24, 2027 AND POST -PROCESSED OBSERVATIONS UTILIZING
24, O
ENCOMPASS ON FUNIT
A THIMBLE BASED
UNIT BASED ON NAD83 (2011) AND NANE
\
4.
A
ALL BEARINGS ARE BASED UPON THE ✓IRGINIA STATE PLANE COORDINATE SYSTEM
BEARINGS ORDINATE
\
NA083 (2011) SOUTH ZONE ALL DISTANCES SHOWN ARE HORIZONTAL UNIT GRID
DISTANCES.
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAP NUMBER
51003CO237D EFFECTIVE DATE 4, 2005, THE PROPOSED
�CqiR�W
IN
TELECOMMUNICATIONS SITE IS LOCATED IN ZONE 'T
\�
6.
N INVESTIGATED
NO WETLAND AREAS HAVE BEEN INVESTIGATED BY THIS SURVEY.
7.
THIS PLAT IS SUBJECT TO INFORMATION REVEALED BY A COMPLETE TITLE SEARCH,
O
AND A COMPLETE RETRACEMENT ACCORDING TO THE 54ME.
I ��
REFERENCES: I
PLAT SHOWING A SUBDIVISION OF TAX MAP 71, PARCEL 371 LOCATED ON STATE ROUTE
824 PATTERSON MILL ROAD, SAMUEL MILLER DISTRICT, ALBEMARLE COUNTY, VA,
PREPARED BY S.L. KEY, INC., SURVEYORS, DATED OCTOBER 4, 7993 AND REVISED APRIL
6, 1994.
PLAT SHOWING PARCEL H" BEING A PORTION OF TAX MAP 71, PARCEL 37J AND TO
BECOME A PART OF PARCEL G", PREPARED BY S.L. KEY, INC.. SURVEYORS, DATED
DECEMBER 23, 1999
PHYSICAL SURVEY AND BOUNDARY PLAT SHOWING PARCELS, 371, 371 (1) AND 41A ON
SHEET 71 COUNTY TAX MAPS, PREPARED BY B. AUBREY HUFFMAN AND ASSOCIATES,
DATED ✓ANUARY 13, 1981
PLAT SHOWING SURVEY OF PARCEL D" CONTAINING 0.23 ACRES ACQUIRED BY ROGER
PATTERSON FROM FRANKLIN YANCEY TO BE ADDED TO AND BECOME A PART OF PARCELS
B", & "C" PREPARED BY WILLIAM S. ROUDABUSH, INC., DATED JUNE 14, 1978.
EXISTING
PATRICIA W. PATTERSON GRAVEL ROAD
TAX MAP 71, PARCEL 37J
3 DEED BOOK 1027, PAGE 207D
p ZONING: RURAL AREAS Z�
N
END L
�E PAVED ROAD
PATRICIA W. PATTERSON
TAX MAP 71, PARCEL 37J
DEED BOOK 1027, PAGE 207D
ZONING: RURALAREA$
END
GRAVEL ROAD
BEGIN
PAVED ROAD
EXISTING
NON-EXCLUSIVE
40' WIDE
EASEMENT
(DB
1399, PG 320)
\
40.01
Z0.0' �
L] 1-p BEGIN
n O I GRAVEL ROAD /
S]3"ST0'
N (TIE -ACCESS SS 8 UTILITILII
'p EASEMENT) i
Y4 HOUSE LB /
I/ L5 �/ 1
N �m Ll I�
i
L2
P.O.B.
ACCESS & UTILITY
EASEMENT
N�
L3
r�
r
1.
EXISTING
PAVED ROAD
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
UNE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N64°45'20"E
67.32'
L8
N73040'15"E
8.0a
L15
S26°43'33"E
42.09'
L2
S65'WWE
108.W
L9
N83°30'56"E
98.29'
Lib
S45°01'15"E
26A0
L3
S58°DT31'E
26.W
LID
N67°18'55"E
86.95'
I
L17
S65`14=
23.71'
L4
N52°OT35"E
76.41'
111
N61°27'09"E
98.64'
L18
N84°36'531E
25.19'
L5
N46`lZ51"E
42.9Z
L12
N75°07'38"E
62.73'
1-19
N65°11-301E
24.25'
L6
NW31'28"E
]2.60'
L13
S79°45'48'E
39.91'
L20
S68-47'47"E
55.3T
L7
N53°45'10"E
49.36
L14
SW4V14"E
30.80'
EXISTING
30' WIDE
UTILITY EASEMENT
(DR 1455, PG 455)
PROPOSED
3a WIDE
ACCESS & UTILITY
EASEMENT
P.O.C.
ACCESS & UTILITY EASEMENT,
LEASE AREA AND
UTILITY EASEMENT
L
LEGEND
a
wPROPERTYLINE
- - -
-
- - -
TRACT LINE
w w n
LEASE LINE
ROW LINE
A ci 0
X.
x
EXISTING FENCE LINE
Q8 w
xx
xx
PROPOSED FENCE LINE
U 0
GG
GAS LINE
p z i
E
E
OVERHEAD POWER
a
T
T
OVERHEADTELEPHONE
fmw
OOj
w A -
- -UE-
- -UE-
UNDERGROUND POWER
M
¢ -
- -UT-
- -UT-
UNDERGROUND TELCO.
i to
E&T
E&T
OVERHEAD POWER/TELEPHONE
- -
- W
WATER LINE
OO
5/8" REBAR $ET
0'
FOUND MONUMENTATION
CALCULATED POINT
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
P.O.B.
POINT OF BEGINNING
P.O.C.
POINT OF COMMENCEMENT
N84° 58' 53"E 239.56'
(TIE TO VDOT MONUMENT)
EXISTING PROPOSED
PAVED ROAD
6' WIDE UTILITY EASEMENT
4
72OW 1 F (SEE SHEET L-2)
REBAR
/ (FOUND)
� / I
/ RACHEL K. I
PATTERSON-COLLINS
OR LUKE BRADFORD I
TAX MAP 71, PARCEL 37A
DEED BOOK 1884, PAGE 481
ZONING: RURALAREA$
EXISTING
20' WIDE
UTILITY EASEMENT
MYLES M. OR JENNIFER C.
BURNSED
TAX MAP 71, PARCEL 371
DEED BOOK 4506, PAGE 361
ZONING: RURALAREA$
HOUSE
YE�
L13
L12�
I1
1/2" R7AR L }1 (-FOUND)
I Lil
EXISTING
GRAVEL
ROAD
EXISTING UERIZON
14 VOOT CONCRETE TELECOMMUNICATIONS
MONUMENT FENCED SITE
(FOUND) (30' x 40' LEASE AREA)
ASHENTEU
Alwaj& Ocnnoct90 to 1ou
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
SITE ADDRESS: 191 PATTERSON MILL LN
GROZET, VA M32
I AREA LEASE AREA = 900 SO. FT. I
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN.
CROZET, VA 22932
COUNTY:
ALBEMARLE
N38° OZ 22.61"
LATITUDE:
(38.039614°)
W78° 4Z 55.56"
LONGITUDE:
(-78.715461 °)
I NO. I REVISION/ISSUE I DATE I
1 1 1 ISSUEFORCOMMENT 1 04/07/21 1
1 2 1 FINAL 1 W19121 1
1 3 1 REVISED FINAL 1 05/05/21 1
EXISTING
o 20' WIDE
ACCESS
EASEMENT
L17 L18 �, PROPOSED
XISTING X� I LEASE AREA
GATE I II I (SEE SHEET L-2) N 0
T
L EXISTING OLD ECA
ROAD BED
k C APPROX. LOCATION oEXISTING CELLCO GiLEASE AREA 0020 ib(DB 3511, PG 578)
PATRICIA W. PATTERSON ��/TAX MAP 71, PARCEL 37J
DEED BOOK 1027, PAGE 207D.`ZONING: RURALAREA$ %NlAY
/ 1370 WASHINGTON PIKE
SUITE 308
BRIDGEVILLE, PA 15017
(412)564-5215 PHONE
PATRICIA W. PATTERSON
TAX MAP 71, PARCEL 41
DEED BOOK 1027, PAGE 230
ZONING: RURALAREA$
GRAPHIC SCALE
100 50 0 100
I
1 INCH = 100 FEET
Mead
M lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
SHEET
LEASE MAP
L-1
>
w
w
L13-
O N ..
w y c
L12
Z F N
0 2
w z
K 8 Z
//� �X �
�� X
z
a w
X
w g
/ 3off
2 p
N
LEGEND
- - _ _ - - - PROPERTY LINE TRACT LINE
PROPOSED q
EASEMENT x z EXISTING FENCE LINE LEASE LINE
�ILITY \xTi(1,. ��
_•'V xz zx PROPOSED FENCE LINE
L14 \ �'�xQ�� G G GAS LINE
6' E E OVERHEAD POWER
/P.O.O. \
/ ACCESS & UTILITY EASEMENT, \
LEASEAREAAND
UTILITY EASEMENT N84° 58' 53"E 239.56 (TIE) -
/ = - - _ _ S87' 26' OTE 230.15' -
/ 112" REBAR \ \ - - - (TIE- UTILITY EASEMENT) -
(FOUND)
\ 874°48'p4 _ L15
?IE- 7pK'FR f 270.49-
�qSE��)
RACHEL K.
PATTERSON-COLLINS
OR LUKE BRADFORD
TAX MAP 71, PARCEL 37,11
DEED BOOK 1884, PAGE 481
ZONING: RURALAREAS
GRAPHIC SCALE
30 15 0 30
1 INCH = 30 FEET
30 FOOT WIDE ACCESS & UTILITY EASEMENT.'
BEING A 30 FOOT WIDE STRIP OF LAND, 15 FEET EITHER SIDE OF CENTERLINE, SITUATED ON THE EASTERLY SIDE OF
PATTERSON MILL LN. (SC ROUTE 824) IN THE SAMUEL MILLER DISTRICT OF ALBEMARLE COUNTY, COMMONWEALTH OF
VIRGINIA AND BEING A PORTION OF PROPERTY NOW OR FORMERLY OWNED BY PATRICIA W. PATTERSON, AS RECORDED IN
THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA IN DEED BOOK
1027 AT PAGE 207D; SAID CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 1/2" REBAR (FOUND); SAID REBAR BEING THE NORTHERLY CORNER OF PROPERTY NOW OR
FORMERLY OWNED BY RACHEL K. PATTERSON-COLLINS OR LUKE BRADFORD AS RECORDED IN SAID CLERK'S OFFICE IN
DEED BOOK 1884 AT PAGE 481 AND BEING A COMMON CORNER TO THE AFOREMENTIONED PATTERSON PROPERTY FROM
WHICH A CONCRETE VOOT MONUMENT (FOUND) BEARS WITNESS AT N 84' 58' 53" E, 239.56 FEET, THENCE FROM SAID
1/2" REBAR (FOUND) S 73" 57' 03" W, 801.55 FEET TO A POINT S4ID POINT BEING IN THE RIGHT OF WAY LINE OF
PATTERSON MILL LN. (SC ROUTE 824) AND BEING AT THE CENTERLINE OF AN EXISTING 40 FOOT WIDE EASEMENT AS
RECORDED IN DEED BOOK 1399 AT PAGE 320, THENCE WITH THE MEANDERS OF SAID EXISTING 40 FOOT WIDE
EASEMENT, AND THROUGH THE AFOREMENTIONED PATTERSON PROPERTY THE FOLLOWING TEN (10) COURSES:
(1) N 64' 45' 20" E, 6Z32 FEET TO A POINT,'
(2) S 65' 00' 36" E, 108.06 FEET TO A POINT;
(3) S 58' 07' 31" E, 26.36 FEET TO A POINT,
(4) N 524 07' 35" E, 76.41 FEET TO A POINT,'
(5) N 46' 12' 51 " E, 42.92 FEET TO A POINT,'
(6) N 34' 31' 28" E, 72.60 FEET TO A POINT
(7) N 53' 45' 10- E, 49.35 FEET TO A POINT,
(8) N 734 40' 15" E, 8.00 FEET TO A POINT,,
(9) N 83' 30' 56" E, 98.29 FEET TO A POINT,
(10) N 67- 18' 55" E, 86.95 FEET TO A POINT, SAID POINT BEING THE END OF THE EXISTING 40 FOOT WIDE
EASEMENT,THENCE CONTINUING THROUGH THE AFOREMENTIONED PATTERSON PROPERTY THE FOLLOWING TEN (70)
COURSES:
(11) N 61' 27' 09" E, 98.64 FEET TO A POINT,'
(12) N 75' 07' 38" E, 62.73 FEET TO A POINT
(13) S 79' 45' 48" E, 39.91 FEET TO A POINT,
(14) S 54' 48' 14" E, 30.80 FEET TO A POINT,'
(15) S 26" 43' 33" E, 42.09 FEET TO A POINT
(16) S 45' 01' 15" E, 26.42 FEET TO A POINT,'
(77) S 65' 14' 27' E, 23.11 FEET TO A POINT
(18) N 84' 36' 53" E, 25.19 FEET TO A POINT
(19) N 65' 11' 30" E, 24.25 FEET TO A POINT,
(20) S 68' 47' 47" E, 55.37 FEET TO A POINT IN THE WESTERLY LINE OF A 30 FOOT BY 30 FOOT (900 SQ. FT.)
TOWER LEASE AREA; SAID POINT BEING N204 07' 24" E, 15.00 FEET FROM THE SOUTHWESTERLY CORNER OF SAID
TOWER LEASE AREA, SAID POINT ALSO BEING THE TERMINUS OF THE HEREIN DESCRIBED ACCESS AND UTILITY EASEMENT
CONTAINING 35,995.29 S0. FT. (0.826 ACRES), MORE OR LESS.
PATRICIA W. PATTERSON-
TM MAP 71, PARCEL 37J
DEED BOOK 1027, PAGE 207D /
ZONING: RURALAREAS
EXISTING T T OVERHEADTELEPHONE
20' WIDE \ - - -UE- - -UE- UNDERGROUND POWER
ACCESS EASEMENT - - -UT- - -UT- UNDERGROUND TELCO.
\\ (DB 3511, PG 578) } EXISTING \ VDOT CONCRETE E&TE&T OVERHEAD POWERTTELEPHONE
\ \ FIBER PULL BOX - - MONUMENT (FOUND) O 518" REBAR SET
FOUND MONUMENTATION
A- - - - - CALCULATED POINT
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
P.O.B. POINT OF BEGINNING
A- PROPOSEDFWIDE k x TELECOMMUNICAITIONSZON P.O.C. POINT OF COMMENCEMENT
\ UTILITY EASEMENT FENCED SITE
_ _ _ _ _ P.O.B. EXISTING 30' x 40'
_ _
\ \ EXISTING X L19 Bog°13'50^N _ UTILITY EASEMENT LEASE AREA
ELECTRIC
\ \ ANSFORME/1 17.01 T- X �l
IEXISTING AS WIDE
ACCESS EASEMENT
� } s69° 5z• 36•E 30.00•
\\ I PATRICIA 71 PATTERSON
DEED BOOK 1027, PAGE 207D
ZONING: RURALAREAS
QP EXISTING I x I L20
L17 GATE I I L18 LEASE AREA \ o
}5 20' WIDEEXISTING - N69' 52' 36•W 30.0P
/
/ ACCESS EASEMENT �� I(� (DB 3511, PG 518) X I ( APPROXIMATE LOCATION
( r� OF EXISTING CELLCO
60' x 60' LEASE AREA
TUB 3511, PG 578)
TBM: NAIL SET IN 18" W.O.
I ELEVATION = 676.80
PROPOSED
30' z 30'
LEASE AREA
LEASE AREA:
BEING A 30 FOOT BY 30 FOOT TRACT OF LAND, SITUATED ON THE EASTERLY SIDE OF PATTERSON MILL LN. (VIRGINIA
STATE ROUTE 824) IN THE -SAMUEL MILLER DISTRICT OF ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA AND BEING A
PORTION OF PROPERTY NOW OR FORMERLY OWNED BY PATRICIA W. PATTERSON, AS RECORDED IN THE OFFICE OF THE
CLERK OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA IN DEED BOOK 1027 AT PAGE
2070; SAID 30 FOOT BY JO FOOT TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. -
COMMENCING AT A 1/2" REBAR (FOUND); SAID REBAR BEING THE NORTHERLY CORNER OF PROPERTY NOW OR
FORMERLY OWNED BY RACHEL K. PATTERSON-COLLINS OR LUKE BRADFORD AS RECORDED IN SAID CLERK'S OFFICE IN
DEED BOOK 1884 AT PAGE 481 AND BEING A COMMON CORNER TO THE AFOREMENTIONED PATTERSON PROPERTY FROM
WHICH A CONCRETE VDOT MONUMENT (FOUND) BEARS WITNESS AT N 84' 58' 53" E, 239.56 FEET,' THENCE FROM SAID
112" REBAR (FOUND) S 75' 49' 24" E 270.49 FEET TO A 5/8" REBAR (SET); SAID REBAR BEING THE TRUE POINT OF
BEGINNING; THENCE THROUGH THE AFOREMENTIONED PATTERSON PROPERTY THE FOLLOWING FOUR (4) COURSES:
(1) N 20' 07' 24" E, J0.00 FEET TO A 5/8" REBAR (SET),-
(2) S 69' 52' 36" E, 30.00 FEET TO A 518" REBAR (SET);
(3) S 20' 07' 24" W, 30.00 FEET TO A 5/8" REBAR (SET),
(4) N 69' 52' 36" W, 30.00 FEET TO THE TRUE POINT OF BEGINNING CONTAINING 900 SO. FT. (.021 ACRES), MORE
OR LESS.
6 FOOT WIDE UTILITY EASEMENT. -
BEING A 6 FOOT WIDE STRIP OF LAND 3 FEET EITHER SIDE OF CENTERLINE SITUATED ON THE EASTERLY SIDE OF
PATTERSON A41LL LN. (VIRGINIA STATE ROUTE 824) IN THE SAMUEL MILLER DISTRICT OF ALBEMARLE COUNTY,
COMMONWEALTH OF VIRGINIA AND BEING A PORTION OF PROPERTY NOW OR FORMERLY OWNED BY PATRICIA W. PATTERSON,
AS RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA
IN DEED BOOK 1027 AT PAGE 207D; SAID CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.'
COMMENCING AT A 1/2" REBAR (FOUND); S41D REBAR BEING THE NORTHERLY CORNER OF PROPERTY NOW OR FORMERLY
OWNED BY RACHEL K. PATTERSON-COLLINS OR LUKE BRADFORD AS RECORDED IN SAID CLERK'S OFFICE IN DEED BOOK
1884 AT PAGE 481 AND BEING A COMMON CORNER TO THE AFOREMENTIONED PATTERSON PROPERTY FROM WHICH A
CONCRETE VDOT MONUMENT (FOUND) BEARS WITNESS AT N 84' 58' 53" E, 239.56 FEET,' THENCE FROM SAID 112" REBAR
(FOUND) S 87' 26' 07" E, 230.15 FEET TO A POINT, SAID POINT BEING AT OR NEAR AN EXISTING FIBER PULL BOX AND
BEING THE TRUE POINT OF BEGINNING, THENCE THROUGH THE AFOREMENTIONED PATTERSON PROPERTY S 48' 13' 50" W.
17.01 FEET TO A POINT,; SAID POINT BEING ON THE NORTHERLY LINE OF A 30 FOOT WIDE ACCESS & UTILITY EASEMENT
AND BEING THE TERMINUS OF THE HEREIN DESCRIBED UTILITY EASEMENT CONTAINING 102.13 SO. FT (0.002 ACRES),
MORE OR LESS.
_SHENTEL'
Alwaj& GCOnaG190 to 10U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
SITEADDRESS: 191 PATTERSON MILL LN
CROZET, VA M32
I AREA LEASE AREA = 900 SO. FT. I
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN.
CROZET, VA 22932
COUNTY: ALBEMARLE
N38' OZ 22.61"
LATITUDE: (38.039614')
LONGITUDE: W78' 42' 55.W'
(-78.715461')
NO. REVISION/ISSUE DATE
1 ISSUEFORCOMMENT 04MT/21
1 2 1 FINAL 1 W19121 1
1 3 1 REVISED FINAL 1 05/05/21 1
Op
Lic. W. 0402OU
s-IyFi
1370 WASHINGTON PIKE
SUITE 308
BRIDGEVILLE, PA 15017
(412)564-5215 PHONE
Me
ad
M lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
LEASE MAP
L-2
LEGEND
j
_ _
PROPERTY LINE
w
— —
—
— — TRACT LINE
y ..
LEASE LINE
w y o
ROW LINE
w3
x
z
EXISTING FENCE LINE
w 0 ¢
xz
xz
PROPOSED FENCE LINE
w O8� a
\
GG
GAS LINE
QU 0
\
E
E
OVERHEAD POWER
T
T
OVERHEADTELEPHONE
a z i
w
- - -UE-
- -UE-
UNDERGROUND POWER
2 w
- - -UT-
- -UT-
UNDERGROUND TELCO.
FE8TE8T
�.��
OVERHEAD POWER/TELEPHONE
i �/
"�
0
518" REBAR SET
PROPOSED 0' FOUND MONUMENTATION
WIDE �� CALCULATED
AC POINT
ACCESS 8 UTILITY
EASEMENT EXISTING UTILITY POLE
\ k X PROPOSED UTILITY POLE
_ iVLfT CONCRETE
MONUMENT (FOUND) EXISTING JOB x 40' \
LEASE AREA
k EXISTING '- (TOWER HEIGHT 96.8') \
FIBER PULL BOX
�X—X
PROPOSED
6' WIDE X EXISTING 1/ER
IZCOMMUIC/C X�
UTILITY EASEMENT TEL FENCEDNSI7E NS
7/7(
(FOUND) \ \ EXIS77NG XELECTRIC
L _
\\ \\ N<IJANSFORME/f / / / T' XJI� J
—JIB J�
Y71— S jn PROPOSED
I
PATRICIA W. PATTERSON 98.5' MONOPOLE
/ -1 / \ \ \
TAX MAP 71, PARCELCEL 37J 3]J
DEED BOOK 1027, PAGE 207D _ —� PATRICIA W. PATTERSON
ZONING: RURALAREAS , \ ) /� �_ — ( TAX MAP 71 PARCEL 37J
QP
�G
27Z i (TO PL)
/
RACHEL K.
OR LUKE BRADFORD
TAX MAP 71, PARCEL 37J1
DEED BOOK 1884, PAGE 481 I
/
ZONING: RURALAREAS
/
GRAPHIC SCALE
30 5 0 30
1 INCH = 30 FEET
I
EXISTING i
GATE
IIx I \ II 6j5
PROPOSED
LEASE AREA
/
APPROXIMATE LOCATION II /
\ LOF EXISTING 60' x 60'
EASE AREA
k I II \ I N
o
X
i
DEED BOOK 1027, PAGE 207D
ZONING: RURALAREAS
=(TO p )
m
SHENTEL'
AWAjb GC OnaGI90 1:� 10U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET. VA 22932
AREA
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY: ALBEMARLE
N38° OZ 22.61"
LATITUDE: (38.039614°)
LONGITUDE: W78° 4Z 55.W'
(-78.715461 °)
NO. REVISION/ISSUE DATE
1 ISSUEFORCOMMENT 1 04/07/21
1 2 1 REISSUE FOR COMMENT I W19121 I
1 3 1 FINAL 1 04/2121 1
1 4 1 REVISED FINAL 1 05/14/21 1
Op
Lic. W. 0402OU
s-�yFi
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
RADIUS MAP
R-1
ss' as
5s-100 �`�� L'JSHENTEL
y i � �• + ` Alw Alb if-, 1Gu
m
3 / oo ' •�. 'Q GAZ 500 SHENTEL WAY
EDINBURG. VA 22824
z p� z \\\` �.•yJ
w m ) s ,,(, SITE NAME:
g )M r PATTERSON MILL
N m M SITE NUMBER:
m0 y �� 20'CONTOUR INTERVAL 50004
m 00 YM CRITICAL SLOP AREAS
y .�: •i 1/\ SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
• _ / LEASE AREA = 900 SD. FT.
,,•• Ps 4� PROPERTY OWNER:
71 • S 1 �. PATRICIA W. PATTERSON
VVVO--• . ' 1 191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
�r 4 LATITUDE: (38.039614')
6d !! W78° 42' 55.66"
t LONGITUDE: (-78715461')
t T1{
NO. REVISION/ISSUE DATE
I��� �� �%1 ♦ 1 ISSUE FOR COMMENT 04/07/21
` ' �/J / •� 2 REISSUE FOR COMMENT W19121 �7A
3 FINAL 04/2121
N 4 REVISED FINAL 05/14/21
2,000' RADIUS %0 •37 1 PROPOSED-
\W. 30' x 30'
lot +� LEASE AREA -'' i pLTlf op
�• v0 CARL1
. F4 - TA� 71 1117
Lic. N 04020 26
h
0
Mead
&*Iunt
7 TS ' • j T2 // 400 TRACY WAY, SUITE 200
DHARLESTON, WV 25311
1 i� / (304) 345-6712 PHONE
(304) 345-6714 FAX
7A R /
GRAPHIC SCALE 6O j ' 3 ,A� PROJECT#R4461000-210677-01
400 200 0 400
\ ♦ D71-3i4R ` / _ ��yly��µ RADIUS MAP SHEET
1 INCH = 400 FEET !R -�3 4A1I r \ r CAI tc4Mym
C-2
PARCEL ID
OWNER
OWNER ADDRESS
ACRES
055000000099AO
TANG, JOHN L OR JUANA E
5948 BALBOA DR
OAKLAND CA, 94611-2319
2
055000000106A2
ASAI, THOMAS ROGER
9445 MIRANDY DR
SACRAMENTO CA, 95826
9.09
055000000106A3
ASAI, ANTHONY ROBERT
8505 ROCK SPRINGS RD
PENRYN CA, 95663
22.02
055000000112AO
YANCEY MILLS HOLDINGS LLC
3121 RIVANNA RIDGE
TROY VA, 22974
55.635
071000000034AO
KENDRICK, ROBERT JOE JR
67 SANDY GIBSON RD
CROZET VA, 22932
2.125
071000000034A1
PONCE, KIRAN SADAI LOPEZ
381 PATTERSON MILL LANE
CROZET VA, 22932
2
071000000034A4
VIAR, GILDA M
483 PATTERSON MILL LN
CROZET VA, 22932
2
071000000034BO
VIAR, GILDA MELINDA & EDWARD STRAUSS
483 PATTERSON MILL LN
CROZET VA, 22932
2.87
071000000034C7
BIBER, DAVID DUNKIN & MIRANDA HOWDEN BIBER
418 PATTERSON MILL LN
CROZET VA, 22932-3611
21
07100000003700
PATTERSON, JOSHUA LEIGHTON
264 PATTERSON MILL LANE
CROZET VA, 22932
23.82
071000000037A1
PATTERSON, JOSHUA LEIGHTON OR MARY JO REA PATTERSON
264 PATTERSON MILL LN
CROZET VA, 22932-3610
13.03
07100000003710
BURNSED, MYLES M OR JENNIFER C
243 PATTERSON MILL LN
CROZET VA, 22932
1.598
07100000003712
BURNSED, MYLES M OR JENNIFER C
243 PATTERSON MILL LN
CROZET VA, 22932
0.94
07100000003713
BURNSED, MYLES M OR JENNIFER C
243 PATTERSON MILL LN
CROZET VA, 22932
1.92
071000000037JO
PATTERSON, PATRICIA W
191 PATTERSON MILL LN
CROZET VA, 22932
13.382
071000000037J1
COLLINS, RACHEL KAY PATTERSON OR LUKE BRADFORD
205 PATTERSON MILL LANE
CROZET VA, 22932
2.813
071000000037KO
BABER, ROGER L
PO BOX 629
CROZET VA, 22932
4.02
07100000003800
JOHNSON, MARYBESS MCCRAY SOLE TRS OF MARYBESS MCCRAY JOHNSON TR
1073 BLACK CAT ROAD
KESWICK VA, 22947
102.125
07100000003900
COMMONWEALTH OF VIRGINIA VIRGINIA D
701 VDOT WAY
CHARLOTTESVILLE VA, 22932
14.25
07100000004000
HOWARD, JOHN E
198 PATTERSON MILL LN
CROZET VA, 22932
0.996
07100000004100
PATTERSON, PATRICIA W
191 PATTERSON MILL ROAD
CROZET VA, 22932
12.08
07100000004200
YANCEY MILLS HOLDINGS LLC
3121 RIVANNA RIDGE
TROY VA, 22974
84.86
071000000042AO
YANCEY MILLS HOLDINGS LLC
3121 RIVANNA RIDGE
TROY VA, 22974
1.05
072000000001AO
YANCEY MILLS HOLDINGS LLC
3121 RIVANNA RIDGE
TROY VA, 22974
7
ASHENTEL'
Alwayc ccnnacteo tc 1ou
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET, VA 22932
AREA
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 07 22.61"
LATITUDE: (38.039614°)
W78° 47 55.66"
LONGITUDE: (-78715461=)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-�yFi
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
OWNER INDEX
�R-3
EXISTING VERIZON
- - - _ TELECOMMUNICATIONS
FENCED
ai EXISTING 30' x 40'
u w OES5 I �� LEASE AREA
N� pG I / �J (TOWER HEIGHT 96.8)
z \
w o WZ
w p� 5\t4
G
Q 8 O %�15\ \ ' EXISTING \
S W N \ X 1 20' WIDE
g \ - - - - - - - - / - - J \ ' ACCESS EASEMENT \
o
--r 67] -
\\\ x1 / -----�
\ \ I Q
\ x1
--------�---- \ x11 ' 7
\sus PROPOSED
1Z WIDE
\ \ \ GRAVEL
ACCESS
\ PROPOSED _
PROPOSED \ \ 98.5' MONOPOLE
30' WIDE
ACCESS 8 UTILITY I \ \ \ \
EASEMENT \ \
PATRICIA W. PATTERSON
TAX MAP 71, PARCEL 37J x 11
\ DEED BOOK 1027, PAGE 207D \
\ I X11
X 1 I APPROXIMATE LOCATION x
\ 1'- OF EXISTING 60' x 60'
LEASE AREA
NOTE: \ I�
NO ADDITIONAL TREES TO BE REMOVED X
ALONG ACCESS RD FROM PATTERSON
PROPOSED
30' x 30'
LEASE AREA
1�
615
c
MILL LANE \
GRAPHIC SCALE
10 5 0 10
X113 \ /
1 INCH = 10 FEET
LEGEND
-
-
PROPERTY LINE
- - - -
-
- - TRACT LINE
LEASE LINE
- - - - -
- - -
- - ROW LINE
x
z
EXISTING FENCE LINE
xz
xz
PROPOSED FENCE LINE
GG
GAS LINE
E
E
OVERHEAD POWER
T
T
OVERHEADTELEPHONE
- - -UE-
- -UE-
UNDERGROUND POWER
- - -UT-
- -UT-
UNDERGROUND TELCO.
E&T
E&T
OVERHEAD POWER/TELEPHONE
0
REFERENCE \ \\
TREE # 34
1�
DRIPLINE DISTANCE 22.2' 1 _
518" REBAR SET
FOUND MONUMENTATION
CALCULATED POINT
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
I
I
N
PATA PATTERSON
I
TAXAX MAP 71AP ]1, PARCELCEL
I
GEED BOOK PAGE 20
AL AREAS
ZONING: RURAL
1Ir/
�I
I
Ii
/
/
/
TREES TO BE REMOVED
�C
105
]IN ELM
109
BIN W.OAK
110
101N W.OAK
120
81N W.OAK
TREESINDEX
TREE NO.
TYPE
GND EL.
TOP EL.
HEIGHT(FT)
REF TREE 301NOMW
W.OAK
IN
61N MAPLE
6T1.57
763.93
86.36
107
161N R.OAK
6]7.6]
763.93
W.26
1m
121N HICK.
6AIn
763.93
8].54
109
81N W.OAK
675.8
763.93
W.13
110
101N W.OAK
675.%
763.93
87.%
111
201N W.OAK
6AI m
763.93
87.57
112
DIN HICK
675.M
763.93
W.58
113
MIN RED OAK
674.39
763.93
W.54
114
121N HICK
674.7
763.93
W.23
115
MIN SWEETGUM
675.5
763.93
W.43
116
81N CEDAR
674.22
763.93
W.71
117
61N W.OAK
6T].56
763.93
W.37
118
141N W.OM
6T].T7
763.93
W.16
119
61N W.OAK
6T7.15
]63.93
Wn
120
61N W.OAK
6T7.14
]63.93
86.79
* REFERENCE TREE
_SHENTEL'
Alwaj& GCOnoct60 1:1 1OU
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET. VA 22932
AREA
LEASE AREA = 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY: ALBEMARLE
N38° OZ 22.61"
LATITUDE: (38.039614°)
LONGITUDE: W78° 4Z 55.66"
(-78.715461')
NO. REV/ISSUE ISIONDATE
1 ISSUEFORCOMMENT 04/07/21
1 2 1 REISSUE FOR COMMENT I W19121 I
1 3 1 FINAL 04/2121 1
1 4 1 REVISED FINAL 05/14/21 1
Op
Lic. W. 0402OU
s-IyFi
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
TREE SURVEY
P-1
1
2 I
OP� 1
9
GRAPHIC SCALE
4 2 0 4
1 INCH = 4 FEET
--
LEGEND
PROPERTYLINE
Ag H E N T E L'
— — —
—
— — —
TRACT LINE
Always ccnnacteo 1:, 10U
LEASE LINE
- - - -
- -
- - - -
ROW LINE
500 SHENTEL WAY
x
x
EXISTING FENCE LINE
EDINBURG, VA 22824
>«
xx
PROPOSED FENCE LINE
GG
GAS LINE
E
E
OVERHEAD POWER
SITE NAME:
PATTERSON MILL
T
T
OVERHEAD TELEPHONE
SITE NUMBER:
— — —UE— — —UE— UNDERGROUND POWER
— — —UT—
— —UT—
UNDERGROUND TELCO.
50054
E&T
E&T
OVERHEAD POWER/TELEPHONE
SITE ADDRESS:
O• 5/8-REBARSET
0.
FOUND MONUMENTATION
TBD PATTERSON MILL LN
•♦
CALCULATED POINT
CROZET, VA 22932
EXISTING UTILITY POLE
X
PROPOSED UTILITY POLE
AREA
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
W78° 42' 55.66"
LONGITUDE: (_78715461=)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-�yFi
PROPOSED
PR
Mead
x
LEASE AREA
•■■/�■■
I
t
■1 M ■ ■
&FI
browmmft
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
PROPOSED SITE
PLAN C-1
m z
a
O y A
y m
z
I, M O
m
z p0 z
m 8 m
g4m
N m Z PATRICIA W. PATTERSON
o y m TAX MAP 71, PARCEL 37J I/
mO DEED BOOK 1027, PAGE 207D
PROPOSED
6' WIDE
UTILITY EASEMENT
/
NOTE:
SITE IS RELATIVELY FLAT AND DOES NOT
REQUIRE GRADING WITH THE EXCEPTION OF
CLEARING AND GRUBBING
SITE ELEVATIONS SHOWN ARE SUBGRADE
ELEVATIONS.
EXISTING VERIZON I'
— TELECOMMUNICATIONS
FENCED SITE
— — — X
r X _ X I� EXISTING 30' x 40'
LEASE AREA
(TOWER HEIGHT 96.8)
I
—
/ EXISTING
20' WIDE ACCESS EASEMENT
G9
ACCESS & UTILITY
� I
�EXIIDIRTTPATH
\ \ I PRO POS D
\ \ \ I LEASE EA
DEL
\ � I
\
\ \ DEL
PROD
12'WIDE GRAVEL ACCESS,, \\
PATRICIA W. PATTERSON \ \ \
TAX MAP 71, PARCEL 37J
DEED BOOK 1027, PAGE 207D
_ — I APPROXIMATE LOCATION
I OF EXISTING CELLCO
60' x 60' LF45E AREA
GRAPHIC SCALE I (08 3571, PG 578)
10 5 0 10
1 INCH = 10 FEET
PROPOSED
SILT FENCE (TYP.)
i
616
LEGEND
SHENTEL'
— —
PROPERTY LINE
— — —
—
— — —
TRACT LINE
AIWAjB GC OnaGI80 1:110U
LEASE LINE
— — — —
— —
— — — —
ROW LINE
500 SHENTEL WAY
EDINBURG, VA 22824
x
x
EXISTING FENCE LINE
zx
xz
PROPOSED FENCE LINE
SITE NAME:
G G GAS LINE
E
E
OVERHEAD POWER
PATTERSON MILL
T
T
OVERHEADTELEPHONE
SITE NUMBER:
— — —UE— — —UE— UNDERGROUND POWER
— — —UT—
— —UT—
UNDERGROUND TELCO.
50054
E&TE&T
OVERHEAD POWER/TELEPHONE
OO
5B' SET
SITE ADDRESS:
0'
FOUND MONUMENTATION
TBD PATTERSON MILL LN
CROZET, VA 22932
CALCULATED POINT
1
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
AREA.
TEMPORARY BENCHMARK
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38° OZ 22.61"
(38.039614')
LONGITUDE:
W78° 42' 55.W'
(_78715461')
NO.
I REVISION/ISSUE
I DATE
1
ISSUEFORCOMMENT
1 04/07/21
PROPOSED
20'x 20'
2
REISSUE FOR COMMENT
W19/21
FENCED
COMPOUND
3
FINAL
04/2121
4 1 REVISED FINAL 1 05/14/21
Op
TBM: NAIL SET IN 18- W.O.
ELEVATION = 676.80
Lic. W. 0402OU
07VAI.�
0
0
Mead
--- &*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
L vft*ft bclow PROPOSED GRADING SHEET
Call tc4m ymft AND E&SC PLAN
C-2
1. SET THE STAKES.
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
t � i
1
i
2. EXCAVATE A 4"X4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
FLOW YMAX.
A A
B )
_II„
- =III=..1=11L-LIII-III=III. ' POINTS A SHOULD BE
HIGHER THAN POINT B
3.05
NOT TO SCALE
GENERAL NOTES
1. CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF UNSUITABLE MATERIAL THAT WILL NOT COMPACT
PROPERLY.
2. CONTRACTOR WILL PROVIDE ENOUGH MATERIAL TO INSURE THAT THE FINISHED STONE ELEVATION OF THE
ACCESS ROAD IS HIGHER THAN THE SURROUNDING GROUND.
3. THE LOCATIONS OF ANY CULVERTS AND/OR DITCH ES SHOWN HEREON ARE SHOWN IN THEIR APPROXIMATE
PRE -CONSTRUCTION CONFIGURATION. THE FINAL OR AS -BUILT LOCATIONS MAY BE FIELD ADJUSTED BY THE
CONSTRUCTION MANAGER TO COMPENSATE FOR MINOR VARIATIONS IN THE ROADWAY LOCATION, SLOPES,
DITCHES, ETC.
TEMPORARY SEEDING FOR CRITICAL AREAS
MINE MR SEED:
40 LBS ORCHARD GRASS
20 LBS ANNUAL RYEGRASS
10 LBS PERENNIAL RYEGRASS
10 LBS TIMOTHY
6 LBS BIRDSFOOT TREE FOIL
4 LBS HIGHLAND BENTGRASS
4 LBS RED CLOVER
3 LBS ALSIKE CLOVER
3 LBS YELLOW SWEET CLOVER
100 LBS PER ACRE
FERTILIZER: 600 LBS 10-20-10 PER ACRE
STRAW: 3 TONS PER ACRE
15
mmw w u-, below
Call k4m you Rt
SHENTEL'
AlwAj6 Ocnnoct90 In 1ou
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET. VA 22932
AREA
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY: ALBEMARLE
N38° OZ 22.61"
LATITUDE: (38.039614°)
W78° 4Z 55.66"
LONGITUDE: (_78715461=)
NO. REVISION/ISSUE DATE
1 1 ISSUEFORCOMMENT 1 04/07/21
1 2 1 REISSUE FOR COMMENT I W19121 I
3 FINAL 04/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-/y�i
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
CIVIL DETAILS
C-3
CONSTRUCTION SEQUENCE
CONSTRUCTION SITE: THE FOLLOWING CONSTRUCTION SEQUENCE HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBANCE DURING
CONSTRUCTION BY FOLLOWING THE CONSTRUCTION SEQUENCE. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING
STAGING OF EARTH MOVING ACTIVITIES. EACH STAGE SHALL BE COMPLETED BEFORE SUBSEQUENT STAGES ARE INITIATED. THE CONTRACTOR SHALL UTILIZE THE
BEST MANAGEMENT PRACTICES (BMRS) IN MINIMIZING AND CONTROLLING EROSION GENERATED FROM ALL CONSTRUCTION ACTIVITIES.
1.0 INSTALL EROSION AND SEDIMENTATION MEASURES
1.1 INSTALL FILTER FENCE DOWNSLOPE OF ALL PROPOSED CONSTRUCTION ACTIVITY.
1.2 CLEAR AND GRUB EXISTING VEGETATION, STRIP TOPSOIL FROM CONSTRUCTION ENTRANCE.
1.3 ESTABLISH A SOIL STOCKPILE IF REQUIRED AT A SUITABLE LOCATION WITH THE PROJECT.
1.4 IMMEDIATELY PLACE FILTER FABRIC AND STONE ENTRANCE MATERIAL AS DETAILED ON PLAN. NOTE: NO CONSTRUCTION
EQUIPMENT SHALL BE PERMITTED TO LEAVE THE SITE UNTIL THE CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
1.5 STABILIZE ANY REMAINING DISTURBED AREAS BY SEEDING AND MULCHING ANY AREAS THAT WOULD BE EXPOSED FOR MORE THAN 20
DAYS IN ACCORDANCE WITH THE TEMPORARY SEEDING CHART.
2.1 INSTALL E&S CONTROL MEASURES ALONG ACCESS ROAD AT THE TOE OF FILL SLOPE OR AREAS ALONG THE ACCESS ROAD SUBJECT TO EROSION AND
CONSTRUCT ACCESS ROAD FROM THE ENTRANCE TO THE LIMITS OF FENCED AREA OF THE TOWER SITE.
2.2 CLEAR AND GRUB ANY EXISTING VEGETATION AND STRIP TOPSOIL FROM THE ACCESS ROAD AND UTILITY EASEMENT AREA.
2.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STOCKPILING ANY AND ALL MATERIAL ON OR OFF THE SITE THAT MAY ME UTILIZED ON THE
PROJECT. ANY AND ALL UNSUITABLE SOIL AND WASTE MATERIALS $HALL BE REMOVED FROM THE SITE AND SHALL BE PROPERLY DISPOSED OF.
ALL AREAS OF STOCKPILED MATERIAL AND WASTE SITES SHALL BE PROPERLY STABILIZED IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS AND ORDINANCES.
2.4 IMMEDIATELY COMPACT SUBGRADE AND PLACE ROAD BASE MATERIAL TO DEPTH AS SHOWN ON TYPICAL SECTION.
2.5 TEMPORARILY STABILIZE ANY REMAINING DISTURBED SOIL WITH TEMPORARY SEEDING AND MULCH, AS PER SEEDING CHART. AFTER MARCH
15, AS WEATHER PERMITS, SOIL MAY BE STABILIZED ACCORDING TO EITHER THE TEMPORARY OR FINAL SEEDING CHARTS. ANY DISTURBED
AREA ON WHICH ACTIVITY HAS CEASED AND WILL REMAIN EXPOSED FOR MORE THAN 20 DAYS, MUST BE STABILIZED IMMEDIATELY.
3.0 GRADE TOWER SITE AND STABILIZE.
3.1 INSTALL DOWNSLOPE E&S CONTROL DEVICES (SILT FENCE, ETC.)
3.2 CLEAR AND GRUB VEGETATION, STRIP TOPSOIL AND UNACCEPTABLE MATERIAL FROM AREA TO BE GRADED.
3.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STOCKPILING ANY AND ALL MATERIAL ON OR OFF THE SITE THAT MAY ME UTILIZED ON THE
PROJECT. ANY AND ALL UNSUITABLE SOIL AND WASTE MATERIALS $HALL BE REMOVED FROM THE SITE AND SHALL BE PROPERLY DISPOSED OF.
ALL AREA OF STOCKPILED MATERIAL AND WASTE SITES SHALL BE PROPERLY STABILIZED IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS AND ORDINANCES.
3.4 ROUGH GRADE SITE AS SHOWN ON PLANS. CUT AND FILL SLOPES SHALL BE NO GREATER THAN 2:1 UNLESS OTHERWISE NOTED.
3.5 IMMEDIATELY STABILIZE SIDE SLOPES BY TRACKING AND COMPACTING SOIL USING A DOZER OR SUITABLE EQUIPMENT THEN IMMEDIATELY SEED AND
MULCH ALL EXPOSED DISTURBED AREAS.
4.0 CONSTRUCT TOWER AND INSTALL EQUIPMENT SHELTER.
4.1 EXCAVATE AREAS FOR TOWER FOUNDATION FOOTINGS. THE CONTRACTOR SHALL DISPOSE OF OR REUSE ANY SUITABLE MATERIAL EXTRACTED
DURING THE EXCAVATION OPERATIONS. ALL MATERIAL $HALL BE HANDLED IN THE SAME MANNER AS ALL OTHER WASTE OR STOCKPILED MATERIAL,
PROPERLY DISPOSED OF OR STOCKPILED AND STABILIZED.
4.2 INSTALL TOWER FOOTINGS TO THE SPECIFICATIONS AND DIMENSION AS PERSCRIBED AND DESIGNED BY OTHERS. IF
FOUNDATION TRENCHES REQUIRE DEWATERING, PUMP WATER SHALL BE FILTERED THROUGH A SEDIMENT DEWATERING
TRAP BEFORE DISCHARGING.
4.3 BACKFILL AROUND FOUNDATIONS AND COMPLETE FINAL GRADING AROUND BUILDING AND TOWER. STABILIZE WITH STONE
BASE (GRAVEL APRON) AS DETAILED ON PLAN.
4.4 ERECT TOWER IN ACCORDANCE WITH THE SPECIFICATIONS AND ERECTION PLANS AND PROCEDURES PREPARED AND SUPPLIED BY OTHERS.
4.5 INSTALL EQUIPMENT SHELTER AND ERECT THE FENCE. STABILIZE ANY REMAINING AREAS THAT MAYBE EXPOSED FOR MORE THAN
20 DAYS IN ACCORDANCE WITH THE TEMPORARY SEEDING CHART.
4.6 OVERLAY CONSTRUCTION ENTRANCE AND OR ACCESS ROAD WITH #3
ON THE PLAN DETAILS.
MATERIAL AS SHOWN
5.0 DEMOBILIZATION
5.1 COMPLETE PERMANENT STABILIZATION MEASURES (FINAL SEEDING) FOR ENTIRE SITE AND/OR REPAIR DAMAGED
CRUSHED STONE AREAS.
5.2 AFTER ALL AREAS ARE AT LEAST 75%PERMANENTLY STABILIZED BY VISUAL INSPECTION, TEMPORARY CONTROL MEASURES
PLACE DOWN SLOPE (FILTER FENCE, ROCK FILTERS, ETC.) MAY BE REMOVED.
6.0 EARTH MOVING DURING WINTER CONDITIONS
6.1 IN ORDER TO MINIMIZE THE POTENTIAL FOR SOIL EROSION AND RESULTING POLLUTION DURING THE WINTER MONTHS, THE
FOLLOWING E & $ POLLUTION CONTROL MEASURES SHALL BE UTILIZED FOR ALL SOILS LOCATED ON THE SITE.
6.2 WHEN FROZEN SOILS ARE ENCOUNTERED, THEY MUST BE STABILIZED WITHIN 3 DAYS OF DISTURBANCE WITH THE MEASURES CALLED
OUT IN THE CONSTRUCTION SEQUENCE AND AS SHOWN ON THE PLAN. AREAS THAT ARE NOT TO BE PERMANENTLY STABILIZED WITH
STONE SHALL BE STABILIZED WITH MULCH AND JUTE NETTING UNTIL TEMPORARY OR FINAL SEEDING CAN BE ACCOMPLISHED.
6.3 ADDITIONAL STONE SHALL BE PLACED ON THE CONSTRUCTION ENTRANCE AND OR ACCESS ROAD IF REQUIRED TO MAINTAIN ITS
EFFECTIVENESS.
SITE PREPARATION: A SOIL TEST ANALYSIS IS RECOMMENDED TO DETERMINE THE NECESSARY SOIL AMENDMENTS; HOWEVER, IF
THIS IS NOT POSSIBLE, APPLY 6 TONS OF AGRICULTURAL GRADE LIMESTONE PER ACRE PLUS (10-20-20) FERTILIZER AT THE RATE
OF 1000 LBS. PER ACRE AND WORK IN WHERE POSSIBLE. AFTER SEEDING, MULCH WITH STRAW AT A RATE OF 3 TONS PER ACRE. IF
FINAL SEEDING IS NOT ACCOMPLISHED WITHIN THE SAME GROWING SEASON, LIME, FERTILIZER, AND MULCH SHALL BE REAPPLIED
AT THE TIME OF FINAL SEEDING AT THE SAME RATES AS INDICATED ABOVE.
SHENTEL'
AWAjb GC OnaGI80 1:� 10U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50054
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
LEASE AREA = 900 SQ. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
W78° 42' 55.65"
LONGITUDE: (-78715461=)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2"-2-13 CLEAN (ASSHTO #57) NEW 6' HIGH CHAIN
CRUSHEDSTONE LINK FENCE LIMITS OF CRUSHED STONE 2 REISSUE FOR COMMENT 04/19/21
4%2-AMODIFIED 3 FINAL 04/2121
CRUSHEDSTONE GRADE TO DRAIN
3" TO 4" INCH DIA. 4 REVISED FINAL 05/14/21
CRUSHED BASE STONE GRADE TO DRAIN FROM SITE �1 I�
TYPAR GEOTEXTILE FABRIC "�` A14VALTH o
MIRAH 50OX OR ti-
APPROVED EQUAL
NOT TO SCALE
Lic. W. 0402OU
s-�y-7i
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
1
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
err wu-, bOW.
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CIVIL DETAILS
SHEET
C-4
PROPOSED
I
EQ
GP!
PROPOSED
200 AMP
PPC CABINET
ATTACHED TO
NEW H-FRAME
LEGEND
- -
PROPERTY LINE
TRACTLINE
LEASE LINE
ROW LINE
x
z
EXISTING FENCE LINE
xz
xz
PROPOSED FENCE LINE
G
G
GAS LINE
E
E
OVERHEAD POWER
T
T
OVERHEAD TELEPHONE
- - -UE-
- -UE-
UNDERGROUND POWER
- - -UT-
- -UT-
UNDERGROUND TELCO.
ERTERT
OVERHEAD POWERRELEPHONE
518" REBAR SET
FOUND MONUMENTATION
CALCULATED POINT
EXISTING UTILITY POLE
X
PROPOSED UTILITY POLE
PROPOSED
98.5' MONOPOLE
XX XX XX XX XX XX XX XXTi XX XX XX XX�
I
PROPOSED
30' x 30'
LEASE AREA
PROPOSED 20' x 20'
FENCED COMPOUND
GRAPHIC SCALE
2 1 0 2
1 INCH = 2 FEET
15
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ASHENTEL'
Alwaj& Ocnnoct90 to 1ou
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET, VA 22932
AREA
LEASE AREA = 900 SQ. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
W78° 42' 55.66"
LONGITUDE: (-78715461=)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-�yFi
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
SHEET
EQUIPMENTLAN LAYOUT PC-5
L
PROPOSED
30' z 30'
LEASE AREA
PROPOSED
GPSANTENNA
FOR 9712
PROPOSED
200AMP
PPC CABINET
ATTACHED TO
NEW H-FRAME
GRAPHIC SCALE
2 1 0 2
1 INCH = 2 FEET
CABLES
(1) PROPOSED HB158-21U6M48-250F 1.67"
(4AWG) HYBRID CABLE
(2) PROPOSED 1/2" CATSE MW CABLES
FENCED COMPOUND
HYBRID -FLEX CABLE LENGTHS
TOTAL CABLE LENGTH OF AL PHA SECTOR 1 110'
LEGEND
— —
PROPERTY LINE
TRACTUNE
LEASE LINE
— — — — — —
— — — — ROW LINE
x
z EXISTING FENCE LINE
xz
xz PROPOSED FENCE LINE
G
G GAS LINE
E
E OVERHEAD POWER
T
T OVERHEAD TELEPHONE
— — —UE—
— —UE— UNDERGROUND POWER
— — —UT—
— —UT— UNDERGROUND TELCO.
ERTERT
OVERHEAD POWERRELEPHONE
0
518" REBAR SET
0
FOUND MONUMENTATION
CALCULATED POINT
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
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ASHENTEL'
Alwaj& Gcnnoct90 to 1ou
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
GROZET, VA 22932
AREA
LEASE AREA = 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
LONGITUDE: W78° 42' 55.W'
(-78.715461 °)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 01/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-�yFi
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
�CHEET
HYBRIDFLEX
CABLE DIAGRAM -6
a LEGEND
w— — PROPERTY LINE
------- TRACT LINE ASHENTEL'
Q w LEASE LINE AIWaj6 GcnnaG180 to 10U
w ROW LINE
w p ¢ x x EXISTING FENCE LINE 500 SHENTEL WAY
w w xz xz PROPOSED FENCE LINE EDINBURG, VA 22824
rc 8 w EXISTING VERIZON
O EXISTING TELECOMMUNICATIONS G G GAS LINE
a i i FIBER FENCED SITE E E OVERHEAD POWER
PULL BOX ' SITE NAME:
w a ODO T T OVERHEAD TELEPHONE PATTERSON MILL
1 w N I — — —UE— — —UE— UNDERGROUND POWER
2
r—UT— — —UT— UNDERGROUND TELCO. SITE NUMBER:
i N I E&T E&T OVERHEAD POWER/TELEPHONE 50054
/ 4O 518" REBAR SET SITE ADDRESS:
/ I— _ Q FOUND MONUMENTATION
> • CALCULATED POINT TBD PA ROZET,N MILL LN
PROPOSED / / X } CROZET, VA 22932
3" SCH. 80 PVC / _ �.'l EXISTING UTILITY POLE
UNDERGROUND CONDUIT / / / / (���� _ X _ PROPOSED UTILITY POLE AREA
(FIBER SERVICE)
EXISTING 30' x 40' LEASE AREA = 900 SD. FT.
LEASE
/ (TOWER HEIGHT 96R8)
EA PROPERTY OWNER:
191 MI
LL N
ATT RSO MRSO
CROZET, VA 22932
EXISTING / / / I \ — — — — — — — — \ \ I EXISTING 20' WIDE
ELECTRIC TRA SFORMER / ACCESS EASEMENT
/ &14 112 i C)/ / / / / 1 \ \ \ \ \ �— COUNTY: ALBEMARLE
N38° OZ 22.61"
-f 677 - — — — — = LATITUDE: (38.039614°)
0�� P \ \ I l � W78° 42' 55.B8"
Gw \ \ \ I / LONGITUDE: (-78.715461°)
�1.15� NO. REVISION/ISSUE DATE
PROPOSED \ \ \ ' I 1 ISSUE FOR COMMENT 04/07/21
i\\ GRAVEL ACCESS \\ I I I 2 REISSUE FOR COMMENT W19121
II �UE� \1 \\\\ \\\' I
3 FINAL 09/21
4 REVISED FINAL 05/1414/21
lie
PROPOSED
/
PROPOSED 1 O
/ T SCH. 80 PVC / /\ \ \ \ \ 0
E1 UE FIBER VAULT /1
1 UNDERGROUND CONDUIT
Y (ELECTRIC SERVICE)
\
bE
PROPOSED
\ \ \
30' WIDE
\ \ \
ACCESS & UTILITY
\
EASEMENT
\
\ PROPOSED \
I
\ METERBOARD
A WITH 2-GANG
APPROXIMATE LOCATION
\ METERBANK
APPROXIMATE LOCATION
OF EXISTING CELLCO
\
1� OF EXISTING 20' WIDE
60' x 60' LEASE AREA
\
r ACCESS EASEMENT
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\ /
GRAPHIC SCALE
0 5 0 0
PROPOSED
30' x 30'
LEASE AREA
/
PROPOSED
SHENTEL
EQUIPMENT FRAME
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Lic. W. 0402OU
s-�yFi
Mead
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400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
SHEET
1 INCH = 10 FEET
UTILITY SERVICE PLAN
E-1
LEGEND
QQ
UA pnn
TRACTL EROPERTY LINESHENTEL'
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LEASE LINE
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x
z
EXISTING FENCE LINE
500 SHENTEL WAY
Np m 7
xz
xz
PROPOSED FENCE LINE
EDINBURG, VA 22824
G
G
GAS LINE
SITE NAME:
-48 m
E E OVERHEAD POWER
yQP apt
TT
OVERHEAD TELEPHONE
PATTERSON MILL
-UE-
- -UE-
UNDERGROUND POWER
- - -UT-
- -UT-
UNDERGROUND TELCO.
SITE NUMBER:
i O
PROPOSE
E&T
E&T
OVERHEAD POWERRELEPHONE
5OD64
LEASE AREA
O
518" REBAR SET
FOUND MONUMENTATION
SITE ADDRESS:
•,
CALCULATED POINT
TBD PATTERSON MILL LN
CROZET, VA 22932
EXISTING UTILITY POLE
X
PROPOSED UTILITY POLE
AREA
LEASE AREA = 900 SQ. FT.
1 la" FIBER
PROPOSED
PROPERTY OWNER:
CONDUIT
40" z 40" z 12"
DISTRIBUTION BOX
1
PATRIAT W.SON
PROPOSED
MILL LN
191 PATTERSON MILL
1 1/2" ELECTRICAL
98.5'
CROZET, VA 22932
CONDUIT
1 1/T
MONOPOLE
LIE
PROPOSED FLEXIBLE METALLIC
METID-TIGHTMETALLIC
200 AMP
CONDUIT
COUNTY: ALBEMARLE
PPC CABINET
N38° 02' 22.61"
ATTACHED TO
NEW H-FRAME
LATITUDE: (38.039614°)
W78° 42' 55.W'
- e
LONGITUDE: (-78715461=)
PROPOSED
E —[
NO.
REVISION/ISSUE
DATE
GPS ANTENNA
CABLE
1
ISSUE FOR COMMENT
04/07/21
/ PROPOSED
O
PROPOSED
9712 BTS
PROPOSED
GATE
CABINETWITH
99BC
ACOA13U
EXPANSION
BATTERY
2
REISSUE FOR COMMENT
W19121
3
FINAL
04/2121
/
/
CABINET
CABINET
4
REVISED FINAL
05/14/21
L
PROPOSED
3" SCH. 80 PVC
UNDERGROUND CONDUIT PROPOSED
(FIBER SERVICE) 3" SCH. 80 PVC
UNDERGROUND CONDUIT
(ELECTRIC SERVICE)
PROPOSED
FIBER VAULT - -UF - - F
- -UF
_ _UE-
_ -UE-
-UE- - -UE- - -UE- - -UEPROPC
METERBC
WITH 2-G
METER6.,..
GRAPHIC SCALE
4 2 0 4
1 INCH = 4 FEET
FIBER ENCLOSURE
7—GPS
SHE TEL°g'-10�,LTH OEQUIPMENT FRAME
DENNA / CARL
FOR 9712 A
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■
(ELECTRICAL)
U■ nt
&FI
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
wTlrrbta bQ�
UTILITY SERVICE
SHEET
PLAN
E-2
2p
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2 g�ppP
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GRAPHIC SCALE
10 5 0 10
1 INCH = 10 FEET
PROPOSED
FLEXIBLE
GATE JUMPER
CADWELD
(TYP.)
PROPOSED
518" x 8'
COPPER CLAD
GROUND ROD
(TYP.) /
I
\ BOND TOWER BASE I
PROPOSED TO TOWER
INSPECTION WELL GROUND RING '
\ (TYP.)
I I
PROPOSED
� GATE POST
JUMPER
L_ L
GROUNDING LEGEND
SHENTEL'
AWAjb GC OnaGI80 1:� 10U
b 5/8" x 8' COPPERLLAD STEEL GROUND ROD
OGROUND
ROD WITH PLASTIC INSPECTION SLEEVE
500 SHENTEL WAY
■
COMPRESSION LUG CONNECTION
EDINBURG, VA 22824
EXOTHERMIC WELD GROUNDING CONNECTION
SITE NAME:
PROPOSED GROUND LEAD
PATTERSON MILL
GROUND RING
SITE NUMBER:
ABBREVIATIONS
50064
A AMPERE PVC POLYVINYL CHLORIDE
SITE ADDRESS:
C CONDUIT V VOLT
TBD PATTERSON MILL LN
(E) EXISTING W WIRE
CROZET, VA 22932
G GROUND 0 PHASE
P POLE
AREA
LEASE AREA = 900 SD. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
W78° 42' 55.66"
LONGITUDE: (-78.715461 °)
NO.
REVISION/ISSUE
DATE
1
ISSUE FOR COMMENT
04/07/21
2
REISSUE FOR COMMENT
W19121
PROPOSED
TOWER
GROUND RING
3
FINAL
04/2121
4
REVISED FINAL
05/14/21
PROPOSED Tif
GROUND LEAD /P
FENCE POST ! (T .O �
(TYR)
Lic. W. 0402OU
s-IyFi
PROPOSED2-GANG
METERBANK
PROPOSED
PROPOSED EQUIPMENT FRAME
PROPOSED
METERBOARD
FLEXIBLE (SSHENTELSHE FOR
GATEJUMPER (SEE SHEETG2FORGROUNDING)
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
SHEET
GROUNDING PLAN
(TOWER SITE)
G-1
PROPOSED
200AMP
PPC CABINET
ATTACHED TO
NEW H-FRAME
PROPOSED GROUND
ROD W/ PLASTIC
INSPECTION SLEEVE
GRAPHIC SCALE
10 5 0 10
1 INCH = 10 FEET
PROPOSED
40"x40"x 17
DISTRIBUTION BOX
PROPOSEDICE
GROUND PROPOSED BRIDGE POST
EQUIPMENT TO NEW JUMPER
GROUNDBAR (TYP.)
MOUNTED TO
EQUIPMENT FRAME
PROPOSED
GPSANTENNA
FOR 9712
n
PROPOSED
9712 BTS
CABINET WITH
ACOA 13U
EXPANSION
CABINET
I \ \
\\
I
PROPOSED
99BC
BATTERY
CABINET
u T— I
/
GROUNDING LEGEND
b
5/8" x 8' COPPER -CLAD STEEL GROUND ROD
OGROUND
ROD WITH PLASTIC INSPECTION SLEEVE
■
COMPRESSION LUG CONNECTION
EXOTHERMIC WELD GROUNDING CONNECTION
PROPOSED GROUND LEAD
-- GROUND RING
ABBREVIATIONS
PROPOSED
ICE BRIDGE A AMPERE
C CONDUIT
-� (E) EXISTING
\ G GROUND
/ \
/ P POLE
PROPOSED
GROUND BAR
(ENFORCER 1
#SII-GBU14210-T)
WITH GROUND
LEADS TO TOWER
GROUND RING IN 2 PROPOSED
PLACES TOWER
GROUND RING
PROPOTSED
EQUIPMENT
GROUND RING
I
5/8" COPPERCLAD
PROPOSED134 GROUND RODS
SHENTEL (TYP.)
EQUIPMENT FRAME
NOTE:
CONTRACTOR TO GROUND ALL
NEW/ADDED EQUIPMENT PER
MANUFACTURERS
SPECIFICATIONS AND NEC REQUIREMENTS.
SHENTEL'
AWAjb GC OnaGI90 1:� 10U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
PVC POLYVINYL CHLORIDE SITE ADDRESS:
V VOLT TBD PATTERSON MILL UN
w WIRE CROZET, VA 22932
0 PHASE
is
L
�mftw1wft
AREA
LEASE AREA = 900 SQ. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL UN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE: (38.039614°)
W78° 42' 66.66'
LONGITUDE: (-78715461=)
NO. REVISION/ISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05/14/21
Op
Lic. W. 0402OU
s-�y-7i
Mead
&*Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677-01
GROUNDING PLAN SHEET
(EQUIPMENT FRAME) G-2
COLLAR MOUNT
'OSEDANTENNA
PROPOSED ANTENNA STANDOFF
N.T.S.
PROPOSED MIMOSA BSc RADIO
RAD CENTER OF 9N
ID
-E CLAMP
23// ANTENNA
PIPE (TYP.)
.+LL THREAD
ENLARGEMENTA
N T.S.
NOTE:
DISTANCE BETWEEN THE FACE OF THE
POLE TO THE BACK SIDE OF THE
ANTENNA SHOULD NOT EXCEED 12".
SECTORS
AZIMUTH
300°
(MDT2°)
PROPOSED
AAHF MAA PMIMO
ROPOSED
-
PROPOSED
AAHF MAA MIMO
NOTE:
TOWER, ALL EQUIPMENT, AND CABLES TO BE
PAINTED SHERWIN WILLIAMS UMBRA SW4008
(INDUSTIAL & MARINE COATING)
SECTOR i
AZIMUTH
60°
(MDT2°)
SHENTEL'
Fiwdys Co nnpG t90 ,u you
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
LEASE AREA = 900 80. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY: ALBEMARLE
N38° 02' 22.61"
LATITUDE:
(38.039614°)
W78° 42' 55.66"
LONGITUDE:
(-78715461•)
PROPOSED NO. REVISIOWISSUE
AAHF MAA MIMO
1 ISSUE FOR COMMENT
WA q
04/0721
2
REISSUE FOR COMMENT
OM1921
3
FINAL
D42121
4
REVISED FINAL
05/1421
SECTOR2
4AWG HYBRID CABLE
14'O ALL THREAD AZIMUTH (2) PROPOSED 112" CAT5E MW CABLES
'�'
H OF
COLLAR MOUNT (MDT2-)
PIPE CLAMP
�1r
/ ' J�y�
/,,
PROPOSED ANTENNA CONFIGURATION
N T S
-
5'+l
r n • nr r(ISrt(iry
PROPOSED MM FLAT PANEL
ANTENNA @ RAD CENTER OF
YvSEE ENLARGEMENT B
THIS SHEET
PROPOSED
PROPOSED FLUSH MOUNT
ADAPTER KIT
FLUSH MOUNT
ADAPTER KIT (SITE PRO PART#: FMA1)
(SITE PRO PART#: FMA1)
PROPOSED DISH ANTENNA CONFIGURATION
N.T.S.
23// ANTENNA
PIPE (TYP.)
,. ., .+LL THREAD
ENLARGEMENTB
N.T.S.
NOTE:
DISTANCE BETWEEN THE FACE OF THE
POLE TO THE BACK SIDE OF THE DISH
SHOULD NOT EXCEED 12".
NOTES:
1. TOWER AND TOWER FOUNDATION DESIGN HAS BEEN PREPARED AND
PROVIDED BY OTHERS. REFER TO MANUFACTURES APPROVED TOWER
DRAWINGS OR CURRENT STRUCTURAL ANALYSIS. THE RF RAD CENTER OF
THE PROPOSED ANTENNAS AND MOUNTING PLATFORM ARE BASED ON
INFORMATION PROVIDED THROUGH SHENANDOAH CABLE TELEVISION, LLC.
2. THIS DRAWING IS A GRAPHICAL REPRESENTATION OF THE TOWER, THE RF
RAD CENTER OF THE PROPOSED ANTENNA$ AND PROPOSED MOUNTING
PLATFORM/SECTOR FRAME BASED ON INFORMATION PROVIDED THROUGH
SHENANDOAH CABLE TELEVISION, LLC, AND /OR ANALYZED BY OTHERS.
MEAD & HUNT CERTIFIES ONLY THAT INFORMATION PROVIDED TO MEAD &
HUNT FOR THE PREPARATION OF THESE PLAN$ AND IS NOT CERTIFYING
NOR WARRANTING THE DESIGN NOR VERIFYING THE ANALYTICAL RESULTS
OF THE STRUCTURAL ANALYSIS PERFORMED BY OTHERS.
3. THE CONTRACTORSHALL VERIFY THE LOCATION OF THE PROPOSED
CABLES, CABLE LADDER, AND/OR OTHER CABLE SUPPORTING SYSTEM PER
CURRENT STRUCTURAL ANALYSIS.
4. ALL COAX CABLES SHALL BE STACKED IN ACCORDANCE WITH THE
CURRENT STRUCTURAL ANALYSIS. THE CONTRACTOR OR
SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,
CABLE TRAYS, ETC., AND/OR CONDUIT AS REQUIRED TO SUPPORT CABLES.
S. THE CONTRACTOR$HALL VERIFY WITH SHENANDOAH CABLE TELEVISION,
LLC 48 HOURS PRIOR TO INSTALLATION OF ALL EQUIPMENT/RF
CONFIGURATION AND ANY RELATED WORK RELATED TO THE COMPLETION
OF THIS PROJECT.
6. THIS DRAWING IS FOR GENERAL INFORMATION ONLY.
Lic. W.0402OU
s-1y�i
Mead
&-+Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
SHEET
ANTENNA
CONFIGURATION A-1
PROPOSED VDU\. LIGHTNING ROD
NOTES:
1. TOWER AND TOWER FOUNDATION DESIGN HAS BEEN PREPARED AND
PROVIDED BY OTHERS. REFER TO MANUFACTURE'S APPROVED TOWER
DRAWINGS OR CURRENT STRUCTURAL ANALYSIS. THE RF RAD CENTER OF
THE PROPOSED ANTENNAS AND MOUNTING PLATFORM ARE BASED ON
INFORMATION PROVIDED THROUGH SHENANDOAH CABLE TELEVISION, LLC
2. THIS DRAWING IS A GRAPHICAL REPRESENTATION OF THE TOWER, TH E RF
RAD CENTER OF THE PROPOSED ANTENNAS AND PROPOSED MOUNTING
PLATFORM/SECTOR FRAME BASED ON INFORMATION PROVIDED THROUGH
SHENANDOAH CABLE TELEVISION, LLC, AND /OR ANALYZED BY OTHERS.
MEAD 8 HUNT CERTIFIES ONLY THAT INFORMATION PROVIDED TO MEAD &
HUNT FOR THE PREPARATION OF THESE PLANS AND IS NOT CERTIFYING
NOR WARRANTING THE DESIGN NOR VERIFYING THE ANALYTICAL RESULTS
OF THE STRUCTURAL ANALYSIS PERFORMED BY OTHERS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF TH E PROPOSED
CABLES, CABLE LADDER, AND/OR OTHER CABLE SUPPORTING SYSTEM PER
CURRENT STRUCTURAL ANALYSIS.
4. ALL COAX CABLES $HALL BE STACKED IN ACCORDANCE WITH THE
CURRENT STRUCTURAL ANALYSIS. THE CONTRACTOR OR
SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,
CABLE TRAYS, ETC., AND/OR CONDUIT AS REQUIRED TO SUPPORT CABLES.
S. THE CONTRACTOR SHALL VERIFY WITH SHENANDOAH CABLE TELEVISION,
LLC 48 HOURS PRIOR TO INSTALLATION OF ALL EQUIPMENT/RF
CONFIGURATION AND ANY RELATED WORK RELATED TO THE COMPLETION
OF THIS PROJECT.
6. THIS DRAWING IS FOR GENERAL INFORMATION ONLY.
0f0
0
PROPOSED
AAHF MAA MIMIC
RED CENTER
ELEV: 9T
(763.7ASML)
87.9'
TOP OF LIGHTENING ROD ELEV. = 100.5' t (775.93 ASML)
TOP OF PROPOSED TOWER
ELEV. = 98.5' is (773.93ASML)
MONOPOLE TOP (18" MAX DU\.)
SHENTEL'
Fiwdys Co nnpG t90 to you
500 SHENTEL WAY
EDINBURG, VA 22824
PROPOSED SHENANDOAH CABLE TELEVISION
RAD CENTER ELEV. = 9&W (770.4 ASML) SITE NAME:
FUTURE ANTENNAS RAD CENTER
ELEV. = 85' (760.4 ASML)
PROPOSED MP FLAT
PANELANTENNA� FUTURE ANTENNAS RAD CENTER
RAD CENTER OF 9T ELEV. = 75' (750.4 ASML)
i O
0
PROPOSED ANTENNA AND MICROWAVE STANDOFF
N.T.S.\\N-
30.0'
GROUND ELEV. AT n� GROUND ELEV. AT
MONOPLE APPRX. MONOPLE APPRX.
676.00AMSL V/I� 675.43 AMSL
NOTES:
1. THE ONLY ON -SITE LIGHTING PROPOSED IS
MOUNTED ON THE CABINETS. THE LIGHTING
IS INTENDED FOR TEMPORARY
MAINTENANCE ONLY.
2. DISTANCE BETWEEN THE FACE OF THE POLE
TO THE BACK SIDE OF THE ANTENNA $HALL
NOT EXCEED 12".
PATTERSON MILL
SITE NUMBER:
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
LEASE AREA = 900 80. FT.
PROPERTY OWNER:
PATRICU\ W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
LATITUDE:
LONGITUDE:
0
98.5
I
•
•I
CABLES
NO.
j
I
I
(1) PROPOSED HB158-21U6M48-250F 1.6T'
(4AWG) HYBRID CABLE
(2) PROPOSED 112" CATSE MW CABLES
1
2
I
I
I
$
,
I
I
I
NOTE:
TOWER, ALL EQUIPMENT, AND CABLES TO BE
PAINTED SHERWIN WILLIAMS UNBRA-SW4008
(INDUSTIAL & MARINE COATING)
DRIPLINE DIST = 7.8'
(1) PROPOSED RFS HB158-21U6M4B-250F
1.6T' (4 AWG) HYBRID CABLE
(2) PROPOSED y" CATSE MIN CABLES
(TO BE ROUTED WITHIN THE TOWER ONLY)
MONOPOLE BASE (301 MAX DIA.)
REVISIOWISSUE
ISSUE FOR COMMENT
FINAL
REVISED FINAL
ALBEMARLE
N38° 02' 22.61"
(38.039614°)
W78° 42' 55.66"
(-78.715461 •)
DATE
0410721
IT OM1921
042121
05/1421
Op
Lic. W.0402OU
�, s-/y�i
Mead
&-+Iunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
SHEET
TOWER ELEVATION
A-2
3/8"STEEL TRUSS
ROD AT ALL
CORNERS
15
3/8"STEEL CROSSBRACING AT GATES
2" STANDARD GAUGE PIPE -
■
GROUNDING NOTES:
1. 4" O.D. GATE POSTS.
2. 70.D. PERIMETER FRAMING POSTS.
3. 1-1/2" O.D. INTERIOR FRAMING.
4. GATE JUMPER SHALL BE MIN. #Y/0 AWG WELDED CABLE. BURNDY TYPE B
WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING.
5. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED
TO STRAIN DAMAGE WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
FENCE POST (TYPICAL)
- CADWELD
•-v-v� g
4 r/
(FROST- •
9'
GROUNDING NOTES:
1. CAD WELD BCW TO VERTICAL POSTS (ABOVE GROUND) ACCORDING TO GROUNDING PLAN.
2. INSTALL GROUND RING MIN. 24" BELOW GRADE OR 6" BELOW FROST LINE.
FENCE GROUNDING DETAIL
N.T.S.
3 STRANDS OF 12 GAUGE GALV.
BARBED WIRE WITH 4 POINT
BARBS
SHENTEL'
9 GA 2X7 FENCE FABRIC
2" STANDARD GAUGE
A,Wayi COOnQ0I8U 70 YOU
4" STANDARD GAUGE
INTERMEDIATE POST
DATE POST
500 SHENTEL WAY
TYPICAL EXTENSION ARM
EOINBURG, VA 22824
1.5"STANDARD
10'-0"O.C. MAXf
EXTENDEDATA45"ANGLE
GAUGE PIPE
SITE NAME:
TANDARD GAUGE
PATTERSON MILL
NER AND END POST
SITE NUMBER:
50064
ON BAR
ADDRESS:
TANDARDSITE
TBD PATTERSON MILL LN
E PIPE
CROZET, VA 22932
TEEL TRUSS ROD AT
AREA
ORNER$
LEASE AREA= 900 SO. FT.
7 GAUGE GALVANIZED PROPERTY OWNER:
TENSION WIRE PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COMPOUND. REFER
DETAIL BELOW
#2 AWG BCW (TYP.)
FINISH GRADE
� V GAP BETWEEN FENCE
FABRIC AND GRAVEL PAD
DUCK BILL OPEN GATE HOLDER (2 REQUIRED). VERIFY
LOCATIONS IN FIELD PRIOR TO INSTALLATION.
GROUND RING
CONTRACTOR TO PROVIDE 3/8" NON
CORROSIVE GALVANIZED CHAIN Z-01 IN
LENGTH. OWNER WILL SUPPLY
COMBINATION LOCK
72 INCH HIGH CHAIN LINK FENCE / GATE DETAIL
N.T.S.
1. FENCING MATERIAL SHALL BE CYCLONE TYPE (1) FENCE AS MANUFACTURED BY US$ OR EQUAL. STRONG ARM DOUBLE GATE LATCH DETAIL
2. FABRIC HEIGHT IS TO BE 6 FEET EXCLUDING BARBED WIRE.
3. BARBED WIRE SHALL BE 3STRANDS(CLASS 3 GALVANIZEDIINVINCIBLE WITH EXTENSION ARMS EXTENDING UPWARD AND
OUTWARD AT A 45' ANGLE.
4. FABRIC $HALL BE 2" MESH/9 GAUGE MIN. WITH ZINC COATING.
5. GATE SHALL HAVE POSITIVE TYPE LATCHING DEVICES WITH PROVISIONS FOR PADLOCKING.
6. ALL POSTS, RAILS AND APPURTENANCES SHALL BE 9 GAUGE HOT -DIPPED ZINC COATED STEEL.
FENCE POSTS $HALL HAVE TOPS WHICH EXCLUDE MOISTURE.
7. ENDS, CORNERS, PULL AND GATE POSTS ARE TO BE BRACED WITH THE SAME MATERIAL AS THE RAILS. ALL POSTS $HALL BESET
IN A CONCRETE FOUNDATION OF 1:2A MIX HAVING A MINIMUM DIAMETER OF 9" TO 15" AND EMBEDDED MINIMUM OF 36 INCHES
INTO THE FOOTER. LINE POSTS SHALL BE EVENLY SPACED 10 FOOT OR LESS APART.
8. PERSONNEL EXPERIENCED IN THE FENCING INDUSTRY $HALL INSTALL THE FENCE. THE CONTRACTOR SHALL ENHANCE THE
INSTALLATION TO INCREASE THE APPEARANCE OF A SECURE FACILITY TO PROTECT EQUIPMENT AND TO DETOUR AND PREVENT
ENTRANCE OF UNAUTHORIZED PERSONNEL AND ANIMALS
COUNTY:
ALBEMARLE
LATITUDE:
N38' 02' 22.61"
(38039614')
LONGITUDE:
W78' 42' 55.66"
(-78715461')
NO.
REVISIONBSSUE
DATE
1
ISSUE FOR COMMENT
04/07/21
2
REISSUE FOR COMMENT
W19121
3
FINAL
ON121
4
REVISED FINAL
05/14 1
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
MISCELLANEOUS
DETAILS D-1
PROPOSED 200AMP
SHENANDOAH CABLE
TELEVISION, LLC
METERBASE
(1) PROPOSED 4" SCH 80 PVC
CONDUIT W/600 KCMIL,
240/120V SINGLE PHASE
3-WIRE SERVICE LATERAL
FROM SERVICE PROVIDER
#2 BARE TINNED CU
GROUND WIRE
CADWELDED TO POST
AND GROUND RING
CONCRETE PIER
POUREDIN
C NATI IRF
14.6"
1
FRONT VIEW SIDE VIEW
MT-485025MVH
NOT TO SCALE
14.6"U14.6' 1.8"D
5.5 LBS
MTI
ANTENNA DETAIL
PROPOSED EQUIPMENT DATA
COMPONENT
MANUFACNRER
MODEL
WIDTH
0I 14)
DEPTH
(/NCH)
HEIGHT
(/NCH)
OTY
WT EAGH
(Los)
TOTAL
WT (Lft )
BTSCABINET
ALCATEL LUCENT
9712
25.8
29.6
51.9
1
421
421
BTS CABINET
NOKIA
ACOA I3U
25.8
29.6
26.9
1
117
117
BATTERY CABINET
ALCATEL LUCENT
99BC
31.5
31.2
ML6
1
4M)
26C0
ANTENNA
NOKIA
AAHF.MIMO
19.7
9.6
25B
3
1038
3108
RADIO
MIMOSA
B5t
6.2
3
10E
1
3.5
3.5
ANTENNA
MTI
MT4W25INVH
14.6
1.6
14.6
— 4, 0" ' DIMENSION 8 WEIGHTS OF RRH UNITS ARE
IMTHWT SOLAR SHIELD AND MOUNTING BRACKET
NOT TO SCALE
PROPOSED
2-GMG 400 AMP
SHENTEL
METERBANK
1%"xl%7,c5' UNISTRUT
(TYP)
PROPOSED F K 3"
GALVANIZED
STEEL POST
— PROPOSED 2" RIGID
CONDUIT W/ (3) 310 AWG.
20DAMP 240/120V SINGLE
PHASE FEEDER TO PPC
CABINET ON PLATFORM
A2 BARE TINNED CU
GROUND WIRE
CADWELDED TO POST
AND GROUND RING
%" PVC ELECTRICAL CONDUIT FOR
RUNNING A #1/O AWG COPPER
I` `I GROUNDING ELECTRODE
CONDUCTOR SIZED IN ACCORDANCE
WITH ARTICLE 250 OF THE NEC TABLE
4 dJ 250.66(A) TO THE %" GROUNDING
ELECTRODE TIED TO THE COMPOUND
GROUNDING RING.
e � U
TINNED COPPER J
GROUND WIRE
CADWELD ,
w
518" X F-0"
GROUND ROD (TYP.)
ACOA
PRIMARY PDP
03U)
EXPANSION
CABINET
9712
PRIMARY
POP
BASE
BASE
STADON
PLINTH
COMPARTMENT
FRONT
FRONT VIEW SIDE VIEW
mMIMO AAHF
NOT TO SCALE
25.15 L 19.7" 94"D
103.6 LBS
504.32 SO. IN.
NOKIA
ANTENNA DETAIL
NOT TO SCALE
.�
1712
r ACCESS
1 COVERS
I 29.5'
L��
PLAN VIEW
SHENTEL'
Alwpyi COnriM0I80 to you
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET. VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38° 02' 22.61"
(38039614°)
LONGITUDE:
L
W78'475566"
(-78.715461')
NO.
REVISIONBSSUE
DATE
1
ISSUE FOR COMMENT
04107)21
2
REISSUE FOR COMMENT
W19121
3
FINAL
ON121
4
REVISED FINAL
05/1a 1
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
PROPOSED 3-GANG METERBOARD DETAIL
NOT TO SCALE
9712 (SINGLE 21 U) CABINET DETAIL
NOT TO SCALE
t, SHEET
MISCELLANEOUS
DETAILS D-2
FINISHED GRADE
II„,III �—
� I L ERICO CALDWELD'ONE SHOT
CONNECTION (TYPICAL)
FOUNDATION OR TOWER
GROUND RING
BELOW GRADE
CABLE TO CABLE
CONNECTION
5/8" x 8'-0"
GROUND ROD
BELOW GRADE CABLE TO
CABLE CONNECTION DETAIL
NOT TO SCALE
NOTE:
THIS SHEET OF STANDARD DETAILS HAS BEEN
PROVIDED AND IS FOR INFORMATION ONLY.
THE INSTALLATION OF ALL ELECTRICAL
GROUNDING CIRCUITS $HALL BE INSTALLED
AS PER THE CURRENT NATIONAL CODE.
ACOA
13U
WC I I 9712 11 GATT
1'-0-
ID ROD
I
GROUND
RING JJJJJJ
NOTE:
USE MECHANICAL LUGS ONLY.
NO WELDING ON THE TOWER IS
PERMITTED.
TO
EQUIPMENT TO TOWER
FRAME BASE
BAR
NOTE:
ALL EXOTHERMIC CONNECTIONS
SHALL BE BELOW GRADE WITH THE
EXCEPTION OF THE GROUND BAR
AND ICE BRIDGE POSTS.
AC
13U
CABINET
BATT I I
BTS d
10"
3l4'
2" 1"000 OOOOOy4.0
000000000
0711F 7/16'X 1111F SLOT
#2 BARE TINNED
GROUND WIRE
BURIED 24"IRTO 30"
BELOW GRADE
EQUIPMENT BONDING
CONDUCTOR ROUTING DETAIL
LOCATED AT ANTENNA
0 0 0 0 o SECTOR BONDED TO TOWER
LOCATED AT BASE OF
0000000 TOWER
GROUND CONDUCTOR
TO ICE BRIDGE
6" DIAMETER SCHEDULE 40" PVC
WITH 6- CLEANOUT ADAPTOR
FITTING. COAT PLUG WITH
ANTI -SEIZE LUBRICANT PRIOR TO
GROUND BAR DETAIL
(ENFORCER #SII-GBU'
NOT TO SCALE
PROVIDE MINIMUM OF 5'-0' COIL
ABOVE FRAME
EQUIPMENT FRAME
r FINISHED GRADE
6'(TYPICAL)-"" r
6'
ERICO CALDWELD DUIMETER
'ONE SHOT" \ 16'#2 AWG PIGTAIL
CONNECTION \ _ ,FINISHED GRADE
(MINIMUM)
1/2"PVC
CONDUIT
— EQUIPMENT BONDING —
CONDUCTOR TO EQUIPMENT PAD
GROUND RING
CONDUCTOR ROUTING DETAIL
NOT TO SCALE
5/x J
GROUND ROD OO #2 BARE TINNED
GROUND WIRE
INSPECTION WELL DETAIL GROUND RING
NOT TO SCALE
FINISHED GRADE
NOTE:
ALL ABOVE GRADE GROUND LEADS ARE TO BE
SEALED W/ SEALTITE TO 18" BELOW GRADE
FILL OPENING$ W/ CLEAR SILICONE CAULKING.
FRAME LEGS
WELD
PROPOSED
1— — — — ll
GROUND BUS BAR ON
T FRAME BONDING
EQUIPMENT FRAME
SII GBU 14120-T (TYP.)
PROPOSED EQUIPMENT
GROUND RING 24' BELOW
CONDUCT
PROPOSED CONDUCTOR TO EQUIPMENT
GRADE. TIE EQUIPMENT
GROUND RING. USE
GROUND RING TO TOWER
EQUIPMENT DARE SOLID TINNED COPPER
GROUND RING. SEE SHEET G-1
GROUND RING GROUND WIRE (TYP).
SEE NOTE
GROUNDING RISER DIAGRAM
EQUIPMENT FRAME GROUNDING DETAIL
NOT TO SCALE
N.T.S.
SHENTEL'
A,wpyi COnriQtlBU to you
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET. VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38°02'22.61'
(38.039614°)
LONGITUDE:
L
W78'475566"
(-78.715461')
NO.
REVISIONIISSUE
DATE
1
ISSUE FOR COMMENT
04/07/21
2
REISSUE FOR COMMENT
W19121
3
FINAL
04/2121
4
REVISED FINAL
05/14/21
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
SHEET
MISCELLANEOUS
DETAILS D-3
3" O.D. GALVANIZED STEEL PIPE (ICE
BRIDGE POST)
GRIP STRUT
COAXIAL CABLE (TYP.)
TRAPEZE HANGER
UNIVERSAL STANDOFF (T-BRACKET) -TO
TRANSITION COAX TO BTS (INSTALL ON
POST CLOSET TO BTS CABINET- 2EA.)
MOUND AROUND
PIPE FOR
DRAINAGE
mCONC��ETE PIER
SONOTUBE
m L—J
tz•
GPSANTENN
ATTACHED
9712 BTS CABINE
GPS UNIT DETAIL
NO SCALE
GPS UNIT
U-CLAMP
(TYP.)
'S CABLE
PORT
ATED AT THE
E OF THE
WM
2 $ WIDE YELLOW WARNING
TAPE WITH BLACK LETTERS. TAPE
TO READ: "CAUTION ELECTRIC LINE
BURIED BELOW. TO BE CENTERED
COMPACTED BACKFILL
OVER EACH CONDUIT.
95% STANDARD PROCTOR
(ASTM D698)
FINISH GRADE
\ Y�
12.
Y
2" SCH 80
PVC CONDUIT
(FIBER)
2"RIGID
o
CONDUIT
PEA STONE OR
(POWER)
12"
MASON SAND �
BEDDING
- #2BARE TINNED CU
DWIRE
CA�WEDED TO POST
TRENCHING DETAIL FOR CONDUIT ROUTING
AND GROUND RING
NO SCALE
NOTE:
1. CONDUITS ARE TO BE STUBBED UP TO NEAREST UTILITY POLE WITHIN 2" OF THE
POLE.
NOTE:
ALL ABOVE GRADE GROUND LEADS ARE TO BE 2. ALL DISTURBED AREAS NOT COVERED BY STONE ARE TO BE SEEDED AND
SEALED W/ SEALTITE TO 18" BELOW GRADE MULCHED.
FILL OPENINGS W/CLEAR SILICONE CAULKING. 3. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF UNSUITABLE MATERIAL
WHICH WILL NOT COMPACT PROPERLY.
SECTION "C-C"
SECTION "B-B"
I
DETAIL"A"
00000
SEE DETAIL'A-A'
SECTION "A -A"
DISTRIBUTION BOX PLAN VIEW
NO SCALE
HYBRID -FLEX
CABLES TO
RRHs
DISTRIBUTION BOX ELEVATION VIEW
SHENTEL'
A,Wpyi COnnQGIBU fo y0U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET. VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38' 02' 22.61"
(38039674>)
LONGITUDE:
W78' 42' 55.66"
(-78715461')
NO.
REVISIOWSSUE
DATE
1
ISSUE FOR COMMENT
04107/zi
2
REISSUE FOR COMMENT
W19121
3
FINAL
ON121
4
REVISED FINAL
05/14 1
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
ICE BRIDGE DETAIL
NO SCALE
MISCELLANEOUS SHEET
DETAILS D-4
AT
PROPOSED /
BTS
CABINET
IL
f] ZiT-.'iT.Y3.l
PROPOSED FUTURE
BATTERY BATTERY
CABINET CABINET
PLAN VIEW
PROPOSED
fSECTION A -A
FUTURE
PROPOSED EQUIPMENT FRAME
NOT TO SCALE
A
I
29"
2.Pd4
"
2 Y4"
81"
J—
=11,5 C-CHANNEL
9" 9"
9
7"
4'
9' 2„
7"
5/8" DIAMETER WEEP
HOLES DRILLED EVERY 90'
ON A CIRCLE OFT' RADIUS
FROM THE CENTER
OF THE PLATE
ib.
18"
BASE PLATE DETAIL
18"
%X3Y4 %(6" LONG)
%' DIAMETER
DRILLED HOLES
(TYP.)
SHENTEL'
A,wpyi COnriQtlBU to you
500 SHENTEL WAY
EDINBURG, VA 22524
SITE NAME:
SITE NUMBER:
PATTERSON MILL
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET. VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38' 02' 22.61"
LATITUDE: (38039614')
W78' 42' 55.66"
LONGITUDE: (-78715461')
NO. REVISIONASSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05114 1
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4451000-210677.01
EQUIPMENT SHEET
FRAME DETAILS D-5
/e'O DRILLED HOLES (TYP.)
4"
2"
3"
2 L4x4)r%x38 WANGLE WELDED
TO%"x18"x18"PLATE
BACKFILL COMPACTED TO
MIN. 95%STANDARD PROCTOR
IN
6' GRAVEL
LEG SUPPORT DETAIL
96j-
53"
1' SCH. 40 GALV. PIPE (6'
LONG) WELDED TO ANGLE
C8x11.5
'D DIAMETER
DRILLED HOLE
RYR) .
L3x2yzx3/e (12" LONG) WELDED
PL3z5X% TO PLATE
SECTION B-8
Y' BOLT (TYP.)
C8xl1.5
I , PL3x6x%
381.
134 1/4" —
0
PLAN VIEW
0
L3x2)ix%6 (1T LONG) WELDED
TO PLATE
1)4' SCH. 40 GALV. PIPE (6'
LONG) WELDED TO ANGLE
DISTRIBUTION BOX H-FRAME ATTACHMENT DETAIL
— 160"
154. —
----------- — — — — ----------L
3" CSx 11.5 3' 3"
— — — — — — — — — — — - — — — _ - — — — — — — — — — — —
~ 4 4 1/4" ti
C-CHANNEL BEAM LAYOUT
PARTS LIST
QTY
DESCRIPTION
1
C8xl1.5 CHANNEL 13'4" RIGHT
1
C8xl1.5 CHANNEL 13'4" LEFT
4
C8 x 11.5 CHANNEL V-11 3/4"
4
L3%x3�/x3/ 6" LONG CLIPS
2
2"SCH. 40 GALV. PIPES 6' LONG
2
1t/2" SCH. 40 GALV. PIPE V LONG
1
1 1"x3/ " GRATING 2'-6" W X 13'4"L
36
3/4"x2" A325 GALV. BOLTS
16
GRATING SADDLE CLIPS
4
PLy2xl8x18 STEEL BASE PLATES
4
L4x4 /e ANGLE LEGS (38 2" LONG)
2
PL6x6x3/
2
PL3x6x3/
2
L3x2yx3/ 12" LONG
'IPE (6'
D PLATE
ELEVATION VIEW
2" $CH. 40 GALV. PIPE IF
LONG) WELDED TO PLATE
C8xll.5 �
T�'OLT(Typ)
— PL3x6x'�/e
PLAN VIEW
PPC CABINET H-FRAME ATTACHMENT DETAIL
2'" 2 4"
2 d
2" 2"
-----3" � 3,.
11 7"
2
2 1/2"
CROSS BEAM LAYOUT
.,�LSHENTEL0
AIW1ys CCArieCled to y*U
5D0 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38' 02' 22.61"
LATITUDE: (38.039614')
W78' 42' 55.66"
LONGITUDE: (-78715461')
NO. REVISIOWSSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19I21
3 FINAL 042121
4 REVISED FINAL 05/14121
Op
Lic. W.0402OU
s-iy�/
Mead
&I lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
EQUIPMENT SHEET
FRAME DETAILS D-6
H-FRAME ELEVATION DETAIL
NOT TO SCALE
UNISTRUT ATTACHMENT DETAIL
NOT TO SCALE
ISHENTEL'
AIW1ys CCArieCled to y*U
5W SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38' 02' 22.61"
LATITUDE: (38.039614')
W78' 42' 55.66"
LONGITUDE: (_78715461')
NO. REVISIOWISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 042121
4 REVISED FINAL 0511 / 1
Op
Lic. W.0402OU
s-iy�/
Mead
&I lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
SHEET
H- FRAME DETAILS D 7
r I
SECTION A -A
A
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0.36
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16.72
FLUSH MOUNT ADAPTER DETAIL
(SITE PRO FMA1) (OR EQUIVALEN7)
ISHENTEL
Always to you
5W SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
tr \ 191 PATTERSON MILL LN
ICROZET, VA 22932
I COUNTY: ALBEMARLE
N38° 02' 22.61"
I �\ LATITUDE:
(38.039614°)
W 78* I 55.66" LONGITUDE (-7 (_78.71715461')
` / I
No. REVISIOWIssuE DATE
lF F 1 ISSUE FOR COMMENT 0//07nl
( 2 REISSUE FOR COMMENT W19121
3 FINAL 04 121
/ REVISED FINAL OS/14/21
6—r �
�
FOR
INFORMATION
PURPOSES
�+ ONLY
"Pa so�no mI RND 14r
a tr to•YIOIh
('OROOa[D [O'AMt[l[')
ONLY
rR�O rOUMT tIJ10M11
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Mead
&' lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
SECTOR FRAME SHEET
DETAILS D-8
PRIMARY POWER CABINET PANEL SCHEDULE
HO.
DESCRIPTION
CKT
NO
•POLE
DESCRIPTION
1
SPARE
2
15
1
9
LIGHT SWITCH
3
SPARE
4
2
22
SURGE PROTECTION
5
SPARE
6
7
SPARE
8
m
1
16
GFIRECEPTACLE
9
SPARE
10
1
SPARE
11
SPARE
12
2
SPARE
13
SPARE
14
15
SPARE
16
2
y1
BASE STATION
17
SPARE
18
19
SPARE
20
SPARE
21
SPARE
22
SPARE
23
SPARE
24
SPARE
MAXIMUM AMP LOAD
160
TOTALAMP LOAD
101
ZX MOUNTING
TOPAND
100 AMP HUBBLE
PIN 410OBlM
LOAD BREAKERS
QTY-1, 2 POLE 100A
QTY-1, 2 POLE 40A
OTY-1, 1 POLE 20A
OTY- 2, 1 POLE 15A
PADLOCKABLE
HANDLES
12 POSITION
MASTER GROUND BAR
(12 POSITION MASTER
GROUND BAR)
�1000�
LEFT SIDE VIEW
NTS
BOTTOM VIEW
N.T.S.
a
m
150 V
(MOUNTING I
TILITY POWER
M CONSTRUCT
- FINISH FOR
:ESISTANCE
SQUARE-D
1NSFER SwITCI
R PRO
SSOR
)N LOAD CENTE
DIVIDER
FELCO APPLICP
2'STUD
R LIGHT MOUNT
STRAP)
IGID LB (SUPPLIES)
ELECTRICAL LOAD
ING
TED
I
PIT
RVICE)
'LIES)
RIGHT SIDE VIEW
N.T.S.
NOTE:
DIAGRAM PROVIDED FOR GENERAL ILLUSTRATIVE PURPOSES ONLY. PPC
CABINET AS PER MANUFACTURER'S SPECIFICATIONS BASED ON ELECTRICAL
REQUIREMENT FOR THE PROJECT.
ISHENTEL'
AIW1ys CCnneCled to y*U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
-l"u-
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET, VA 22932
COUNTY: ALBEMARLE
N38' 02' 22.61"
LATITUDE: (38.039614')
W78' 42' 55.66"
LONGITUDE: (-78715461')
NO. REOSIOWISSUE DATE
1 ISSUE FOR COMMENT 04/07/21
2 REISSUE FOR COMMENT W19121
3 FINAL 04/2121
4 REVISED FINAL 05NN21
FOR
INFORMATION
PURPOSES
ONLY
Mead
&l lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
PPC CABINET SHEET
DETAILS D-9
GENERAL NOTES - ELECTRIC WORK
A. WORK INCLUDED:
THIS SPECIFICATION AND ACCOMPANYING DRAWINGS CONTEMPLATES THE PROVISIONS
AND INSTALLATION REQUIRED BY THE ELECTRICAL CONTRACTOR TO PROVIDE ALL
LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION OF
THE ELECTRICAL WORK IN CONNECTION WITH $H ENTEL' TOWER SITE AND SHALL
INCLUDE, BUT MAY NOT BE LIMITED TO, THE FOLLOWING:
1. THE PROVISIONS FOR THE INSTALLATION AND CONNECTION OF AGROUNDING
ELECTRODE SYSTEM COMPLETE WITH A EQUIPMENT CABINET AND SECONDARY
GROUNDING, EXISTING TOWER GROUNDING, AND CONNECTIONS TO THE INCOMING
ELECTRICAL DISTRIBUTION EQUIPMENT.
2. THE PROVISIONS FOR THE INSTALLATION OF AN ELECTRICAL SERVICE AND ALL
ASSOCIATED CONDUIT AND WIRING AS REQUIRED.
3. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. (UN LESS OTHERWISE
NOTED)
4. ALL SPARE CONDUITS SHALL BE LEFT WITH A PULL WERE FOR FUTURE USE. STUB
BOTH ENDS OF SPARE CONDUIT 12 INCHES ABOVE FINISHED GRADE AND INSTALL
PLUGS AT BOTH ENDS.
5. THE CONTRACTOR SHALL FURNISH AND INSTALL THE ELECTRICAL SERVICE
ENTRANCE CONDUCTORS AND CONDUIT, AND MAKE THE CONNECTION TO THE
SERVICE EQUIPMENT WITHIN THE EQUIPMENT CABINET.
6. THE CONTRACTOR SHALL FURNISH AND INSTALL A 20016 TEST PULL LINE IN ALL
SPARE CONDUIT.
7. THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL AND TELEPHONESERVICE
CONTACTS AT THE START OF CONSTRUCTION.
8. THE ABOVE GRADE CONDUIT RISERS SHALL BE GALVANIZED STEEL WITH MATCHING
FITTINGS.
9. THE CONTRACTOR SHALL PERFORM ALL WORK SHOWN ON THE EQUIPMENT
DRAWINGS, NOTED FIELD WORK, AND/OR AS OTHERWISE NOTED TO BE COMPLETED
IN THE FIELD.
10. ALL WERE SHALL BE (COPPER, 600V THHW, 90'C) UNLESS NOTED OTHERWISE.
11. THE CONTRACTOR $HALL MAINTAIN A DISTANCE OF 12 INCHES BETWEEN
EXISTING/NEW TELCO & ELECTRIC CONDUITS UNLESS NOTED OTHERWISE.
12. THE CONTRACTOR $HALL FIELD VERIFY THE LOCATION OF THE PROPOSED
GROUNDING SYSTEM PRIOR TO TRENCHING.
B. CODES, PERMITS AND FEES:
1. ALL REQUIRED PERMITS, LICENSE$, INSPECTION$ AND APPROVALS SHALL BE
SECURED AND ALL ASSOCIATED FEES $HALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2. THE INSTALLATION SHALL COMPLY WITH ALL STATE, LOCAL, AND NATIONAL
APPLICABLE CODES AND ORDINANCES RELATIVE TO THE DESIGN.
3. PERFORMANCE CHARACTERISTICS AND METHODS OF CONSTRUCTION OF ALL
ITEMS AND EQUIPMENT, SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF
THE VARIOUS APPLICABLE STANDARDS SPECIFICATIONS OF THE FOLLOMNG
RECOGNIZED AUTHORITIES;
A.N.S.I. -AMERICAN NATIONALSTANDARDS INSTITUTE
I.E.E.E.- INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS
N.E.C. - NATIONAL ELECTRIC CODE
N.E.M.A - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
N.F.P.A - NATIONAL FIRE PROTECTION ASSOCIATION
U.L.-UNDERWRITERSLABORATORIES, INC.
4. THE CONTRACTOR SHALL BE LICENSED TO PERFORM WORK IN THE STATE, CITY,
OR COUNTY IN WHICH THE WORK IS TO BE PERFORMED.
C. GROUNDING ELECTRODE SYSTEM
1. CONNECTIONS
ALL GROUNDING CONNECTIONS SHALL BE MADE UTILIZING AN EXOTHERMIC
WELDED PROCESS (CADWELD OR APPROVED EQUAL), UNLESS OTHERWISE
SHOWN. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, TEES,
X's. ETC. ALL CABLE TO GROUND RODS, GROUND ROD SPLICES, AND LIGHTING
PROTECTION SYSTEM AS INDICATED. ALL MATERIALS USED (MOLDS, WELDING
METAL, TOOLS, ETC.) SHALL BE CADWELDED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES.
2. GROUND RODS
ALL GROUND RODS SHALL BE 5/8" INCH STAINLESS STEEL OR COPPER CLAD
STEEL COPPERWELD OR APPROVED EQUAL. THE MINIMUM NUMBER OF
GROUNDING RODS REQUIRED SHALL BE THE NUMBER AS SHOWN AND AT THE
LOCATIONS AS INDICATED ON THE PLAN$. GROUNDING RODS SHALL BE DRIVEN
VERTICALLY IN UNDISTURBED EARTH FOR ITS FULL LENGTH SO THAT THE TOP IS
24 INCHES BELOW FINISHED GRADE. ALL GROUND RODS SHALL BE AT LEAST 8
FEET APART UNLESS OTHERWISE NOTED.
3. GROUNDING LEADS
ALL GROUND LEADS CONNECTED TO BURIED GROUND RINGS SHALL BE #2 AWG
TINNED SOLID COPPER. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 6 FEET
OF #2 AWG TINNED SOLD COPPER COILED AT EACH EQUIPMENT CABINET, COAX
ENTRY GROUND BAR, PIPE BRIDGE SUPPORT FOUNDATION$, AND TOWER
FOUNDATIONS FOR TERMINATION BY THE ELECTRICAL CONTRACTOR. AFTER
CABINET INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL SPLICE GROUND
RING LEAD TO #2 AWG INSULATED STRANDED COPPER WERE SUPPLIED WITH
CABINET.
4. GROUND RING
THE GROUND RING REQUIRED TO GROUND THE EQUIPMENT FRAME SHALL BE #2 AWG
TINNED SOLID COPPER CABLE IN DIRECT CONTACT WITH THE EARTH AT DEPTH OF
NOT LESS THAN 24 INCHES. CONDUCTOR BENDS SHALL HAVE A MINIMUM RADIUS OF
12 INCHES. A 2 FOOT CLEARANCE FROM ANY FOUNDATION OR SIDEWALK SHALL BE
MAINTAINED.
5. BACKFILL
BACK FILL MATERIAL SHALL BE NON -CORROSIVE, LOW RESISTIVITY MATERIAL,
FREE OF STONE, DEBRIS, ETC. AND TAMPED DOWN THOROUGHLY IN LAYERS NOT
EXCEEDING SIX (6) INCHES IN DEPTH, AND COMPACTED TO AT LEAST 95%OF ITS
ORIGINAL DENSITY BEFORE EXCAVATION.
6. MISCELLANEOUS
ALL EXTERIOR METAL SHALL BE CONNECTED TO THE GROUNDING SYSTEM WITH
HIGH PRESSURE 2-BOLD LUG BY BURNDY OR BY THE EXOTHERMIC WELDED
PROCESS (CADWELD OR APPROVED EQUAL)AS APPLICABLE. ALL OTHER
CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY THE
EXOTHERMIC WELDED PROCESS (CADWELD OR APPROVED EQUAL) AND
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. ALL
MECHANICAL FASTENER CONNECTIONS CONNECTED TO GROUND BARS SHALL BE
LUBRICATED WITH ACORROSION INHIBITOR; THOMAS AND BETTS KOPR- SHIELD.
7. UTILITY COMPANY COORDINATION
ELECTRICAL CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE
RULES AND GUIDELINES OF THE LOCAL UTILITY COMPANY. BEFORE SUBMITTING HIS
BID, THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES SUPPLYING
SERVICE TO THE PROJECT AND SHALL DETERMINE ALL REQUIRED EQUIPMENT AND
SERVICE CHARGES AND SHALL INCLUDE IT IN HIS BID COST.
8. GROUND TEST
GROUND TESTS SHALL BE PERFORMED UTILIZING A BIDDLE GROUND OHMER OR THE
METHOD OF USING TWO AUXILIARY GROUND RODS MAY BE USED AS DESCRIBED IN
I.E.E.E. STANDARD No. 550, PARAGRAPH 3.42. THE I.E.E.E. METHOD REQUIRES THE USE
OF AN A.C. TEST CURRENT. THE AUXILIARY TEST RODS MUST BE AT A SUFFICIENT
DISTANCE AWAY FROM THE ROD UNDER TEST SO THAT THE REGION$ IN WHICH THEIF
RESISTANCE IS LOCATED DOES NOT OVERLAP. THE CONTRACTOR $HALL MAINTAIN
CONTINUITY OF ANY EXISTING GROUND RING BY SPLICING (VIA CADWELD) ANY CUT
OR BROKEN SECTIONS WITH #2 SOLID TINNED COPPER TO THE EXISTING OR NEW
GROUNDING SYSTEM.
D. TESTING
1. ALL TEST$HALL BE PERFORMED BY AUTHORIZED AND QUALIFIED PERSONNEL.
2. THE CONTRACTOR$HALL CONDUCT GROUND RESISTANCE TEST IN THE FORMAT
AS FOLLOWS: TESTS SHALL BE PERFORMED UNDER DRY SOIL CONDITIONS WITH
THE GROUND RODS CONNECTED AND WHEN NO STANDING OR GROUND WATER
HAS BEEN PRESENT FOR THE PAST TEN DAYS. IF THE RESISTANCE OF THE
ENTIRE SYSTEM EXCEEDS 5 OHMS, THE ELECTRICAL CONTRACTOR AND
OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED SO THAT ADDITIONAL AND/OR
DEEPER RODS CAN BE INSTALLED.
3. THE CONTRACTOR SHALL CALL AN SHENANDOAH CABLE TELEVISION, LLC
REPRESENTATIVE FOR INSPECTION OF THE GROUNDING SYSTEM 48 HOURS PRIOR
TO ITS COMPLETION. THE SYSTEM SHALL BE LEFT UNCOVERED UNTIL APPROVED.
4. UPON COMPLETION OF THE GROUNDING SYSTEM, THE ELECTRICAL CONTRACTOR
SHALL MEGGER TEST THE GROUND SYSTEM. THE TEST IS TO BE PERFORMED BEFORE
CONNECTING IT TO THE TOWER RING AND THEN AGAIN THEREAFTER. MAXIMUM
RESISTANCE LEVEL IS 5 OHMS. THE LOCATION, DATE, TIME, WEATHER CONDITIONS,
AND SOIL MOISTURE CONTENT $HALL BE RECORDED. IF 5 OHMS IS EXCEEDED WITHIN
THE CURRENT CONFIGURATION, THE ELECTRICAL CONTRACTOR SHALL SUBMIT A
QUOTE TO THE OWNER TO LOWER THE RESISTANCE TO 5 OHMS OR LESS.
E. ELECTRICAL LOADS
1. THE EQUIPMENT IS SET UP FOR A200 AMP, 1201240 VOLT, SINGLE PHASE,
THREE WIRE ELECTRICAL SERVICE. THE TOTAL CONNECTED LOAD IS 10.1
KILOVOLT -AMPERES (KVA).
NOTE 1:
1. THE CONTRACTOR $HALL FIELD VERIFY THE LOCATION OF ANY EXISTING
GROUNDING GRID PRIOR TO TRENCHING.
2. CONTRACTOR SHALL MAINTAIN CONTINUITY OF EXISTING GROUND RING BY SPLICING
(VIA CADWELD) ANY CUT OR BROKEN SECTIONS WITH #2 SOLID TINNED COPPER TO
THE EXISTING OR NEW GROUNDING SYSTEM.
NOTE 2:
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITY LINES PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL HAND DIG IN
THE VICINITY OF ALL EXISTING LINES.
F. TELCO
1. PULL BOX (12" x 12') TO BE INSTALLED ON THE END OF THE TELCO CONDUIT
AT METERBOARD AND PPC CABINET.
NOTES:
1. THE SUBCONTRACTOR SHALL VERIFY 200 AMP, SINGLE PHASE,
120I2Q VAC 60HZ SERVICE FOR THE SITE.
2. THE SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY
BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE
CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY
REQUIREMENTS.
3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO
DRAWINGS PROVIDED BY PANEL MANUFACTURER.
4. THE SUBCONTRACTOR SHALL INSTALL SUFFICIENT LENGTHS OF
CONDUIT INCLUDING ALL CONDUIT FITTINGS (NUTS, REDUCING
BUSHINGS, ELBOWS, COUPLINGS, ETC) NECESSARY FOR
CONNECTING FROM CONDUIT TO THE INTERIOR OF THE BTS CABINET.
5. THE SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE
EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE
AVAILABLE FAULT CURRENT FROM THE POWER UTILITY.
6. AT THE END OF THE CONDUIT, CUT COIL AND TAPE A IO' FOOT PIGTAIL
FOR TERMINATING BY BTS EQUIPMENT MANUFACTURER.
7. THE SUBCONTRACTOR SHALL VERIFY THAT THE MAIN BONDING
JUMPER AND GROUNDING ELECTRODE CONDUCTOR IS INSTALLED
PROPERLY WHEN PANEL SERVICE ENTRANCE EQUIPMENT IS
INSTALLED.
8. THE CONTRACTOR SHALL VERIFY THAT THE INSTALLATION
PERFORMED BY HIS SUBCONTRACTOR CONFORMS TO THE CURRENT
NATIONAL CODE.
PROPOSED CT CABINET WITH
METER TRANSOCKET BY
ELECTRICAL CONTRACTOR
PROPOSED SERVICE ENTRANCE
GROUND ELECTRODE (5/8"
GROUND ROD)
WITH #1/0 AWG GROUNDING
ELECTRODE CONDUCTOR SIZED IN
ACCORDANCE WITH ARTICLE 250
OF THE NATIONAL ELECTRICAL
CODE TABLE 250.66(A)
PROPOSED SERVICE
ENTRANCE FEEDER 20DA-3
#3/0 AWG &
1 #4 AWG GND.
PROPOSED 20DAMP
DISCONNECT
PROPOSED 3 #3/0 AWG & 1 #6
AWG GROUND IN 2" RIGID
CONDUIT
PROPOSED 200 AMP PPC
W/ TRANSFER SWITCH
ISHENTEL'
AIW1ys CCArieCled to y*U
5D0 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
SITE NUMBER:
PATTERSON MILL
OEM
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA:
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
SERVICE LATERAL
COUNTY: ALBEMARLE
N38' 02' 22.61"
LATITUDE: (38.039614')
W78' 42' 55.66"
LONGITUDE: (-78715461')
NO.
REVISIONBSSUE
DATE
1
ISSUE FOR COMMENT
04/07/21
COMPANY PROVIDED METER BASE
FIBER
PROVIDER
PROPOSED (5) CAT 5
CABLES IN 7 CONDUIT
FROM THE FIBER BOX
TO THE PPC CABINET
PROPOSED FIBER CABLE IN 1%
PROPOSED 50AMP, 240V SEAL-TITE CONDUIT
SINGLE PHASE FEEDER.
(3) #4 AWG & (1) #8 AWG
GROUND IN 2" CONDUIT, 20AMP, PROPOSED
120V SINGLE PHASE FEEDER.
3#10 AWG,/4"CONDUIT BTS
ONE -LINE DIAGRAM
UNDERGROUND SERVICE TO PEDESTAL
NOT TO SCALE
NOTE:
DIAGRAM PROVIDED FOR GENERAL ILLUSTRATIVE PURPOSES ONLY AND THAT
ANY CHANGES OR MODIFICATIONS SHALL BE ADDRESSED WITH THE OWNER.
1 2 1 REISSUE FOR COMMENT I W19121 I
1 3 1 FINAL 1 04/2121 1
1 4 1 REVISED FINAL 1 05/14121 1
Op
Lic. W.0402OU
s-iy-7/
Mead
&I lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
ELECTRICAL SHEET
NOTES D-10
ANTENNA, RRH UNITS AND CABLE INSTALLATION NOTES:
1. THE CONTRACTOR IS TO VERIFY THE RF DATA 48 HOURS PRIOR TO THE
INSTALLATION OF ANY EQUIPMENT. THE RF DATA SHEET IS TO BE FOLLOWED
AND SUPERSEDES WHAT MAY BE SHOWN IN THE CONSTRUCTION PLAN SET.
WHEN THERE IS CONFLICT BETWEEN THE TWO. THE CONTRACTOR SHALL
CONTACT THE CONSTRUCTION MANAGER.
2. COLOR CODING TO BE PLACED ON BOTH ENDS OF JUMPER FOR TOWER TOP
FOR EASE OF INSTALLATION. JUMPER SUPPORT TO BE SHENTEL PROVIDED
BLOCKS AND STAINLESS HARDWARE. NO SNAP4N'S STACKS WALL BE ALLOWED
ON SECTOR FRAME.
3. THE CONTRACTOR SHALL MAKE SURE THAT THE COLOR CODING HAS BEEN $O
MARKED ON EACH END OF THE CABLES AT THE CONNECTION POINTS OF THE
AMC AND HYBRID -FLEX FIBERS BEFORE ENTRY TO CPRI PORTS. THERE IS
MINIMAL SLACK IN FIBER WHEN INSTALLED IN THE BRACKET $O THE
CONTRACTOR SHALL MAKE SURE THAT THE SUPPORT IS TURNED THE
CORRECT WAY FOR PROPER CLOSEOUT PICTURE LAYOUT.
4.THE CONTRACTOR SHALL VERIFY THAT THE CORRECT AMOUNT OF POWER
GLANDS AND SINGLE HOLE BUSHINGS, SPACERS (2- PER GLAND), AND LOCK
RINGS (1- PER GLAND) ARE INSTALLED. BLACK IS ALWAYS THE RETURN WIRE.
NO WIRE IS TO BE EXPOSED WHEN CONNECTION IS PROPERLY INSTALLED AND
COMPLETE. DOUBLE SPACERS TO BE INSTALLED ON THE OUTSIDE OF THE
GLAND AND NOT ON THE INSIDE OF RRH; ONLY LOCK RING GOES INSIDE RRH.
THE GLAND NUT WILL NEED TO BE TIGHTENED ONCE INSTALLED INTO THE
THREADED PORT. THE POWER LID MUST HAVE A GASKET AND BE TIGHT TO
PREVENT MOISTURE TO ENTER THE UNIT AND CAUSE RUST TO FORM. POWER
WIRE TO BE COLOR CODED AS PER SECTOR AND REFERENCED AS TO WHAT
BAND REMOTE RADIO IS BEING PHOTOGRAPHED.
5. TORQUE WRENCH TO BE USED ON ALL JUMPERS TO THE RRH'S AND ANTENNA
CONNECTIONS BETWEEN CABLE AND EQUIPMENT.
6. THE CONTRACTOR SHALL INSPECT EACH ANTENNA BEFORE LEAVING THE
WAREHOUSE FOR DAMAGES, SUCH AS, BROKEN RET, ETC., MAKING SURE THE
ANTENNA BRACKETS ARE CORRECT FOR THE MODEL ANTENNA(S)THAT IS PICK
UP. SOME ANTENNAS MAY HAVE BRACKETS SEPARATE FROM THE BOX THAT
THE ANTENNA IS SHIPPED IN SO THE CONTRACTOR MUST VERIFY THE DOWN
TILT BRACKET INCLUDED BEFORE LEAVING THE WAREHOUSE BECAUSE SOME
ARE NOT PACKAGED WITH ANTENNAS. PRIOR TO INSTALLING THE ANTENNAS,
THE CONTRACTOR $HALL PROPERLY SET THE DOWN TILTS WITH A RET
CONTROLLER. THE RET INFORMATION NEEDS TO BE SAVED AND ONCE ALL
ANTENNAS ARE SET THE SITE FILE WILL NEED TO BE UPLOADED TO ONE DRIVE
WITH THE COP. PLEASE MAKE SURE THAT THE RET CABLE IS CONNECTED TO
THE ASIG PORT 2 ONCE YOU DO THE ANTENNA INSTALL. ON ALL PHASE 3 SITES
THE RET GOES TO ASIG PORT 2 AND ALL PHASE 1 SITES (8D0MHZ ADD AND
SPRINT VISION SITES) THE RET GOES TO ASIG PORT 1
7. NO SNAP -INS STACKS ON FRAME ALLOWED, JUMPERS SUPPORT BLOCK AND
STAINLESS STEEL HARDWARE TO BE PROVIDED BY SHENTEL.
8. SHENTEL WILL PROVIDE THE RRH GROUND LUGS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE THE WIRE AND LUGS AND NECESSARY
HARDWARE TO MATE TO THE SHENTEL'$ PROVIDED BUSS BAR$. NEVER RUN
ANY GROUNDING WIRE THROUGH ANY SUPPORT THAT IS ENCASED IN METAL
SUCH AS A SNAP -IN OR THROUGH PIPE. THE BUSS IS TO BE MOUNTED TO
ANGLE ADAPTERS (2 REQUIRED PER BUS BAR) AND NEVER ON A
TOWER -STANDOFF THAT IS MOUNTED WITH HOSE CI -MPS. STAINLESS STEEL
HARDWARE ONLY. NO ZINC TO BE USED ANYWHERE ON SHENANDOAH CABLE
TELEVISION, LLC SITES.
BGALVANIZED HARDWARE SHALL BE USED ON ALL RRH CONNECTIONS AND
BRACKET CONNECTIONS, WHICH INCLUDES, BUT MAY NOT BE LIMITED TO
BOLTS, FLAT WASHERS, BRACKETS, FLAT WASHERS, LOCK WASHERS, AND
NUTS. ANYTHING OTHER THAN GALVANIZED IS UNACCEPTABLE.
10. FIBER TO BE COLOR CODED PER THE SHENTEL'$ COLOR CODE SHEET AND
SHALL BE DONE WHILE ON THE GROUND TO AVOID MISMATCH ONCE HOISTED
UP TO THE SECTOR FRAME.
11. PLEASE NOTE THAT WHEN INSTALLING THE FIBER TO THE RADIO HEAD THERE
ISTO BE NOSLACK IN THE FIBERTOCAUSEAKINK ORTO BE PINCHED UPON
TIGHTENING THE BULLET TO RRH. THE JUMPER SUPPORT BRACKET FOR THE
8X20 RRH IS TO BE MOUNTED BELOW THE BOTTOM HORIZONTAL SECTOR FACE.
ALL COLOR CODES ARE TO BE SAME ON EVERY SITE:
a. RRH 1900 SECTOR COLOR/1 VIOLET 1/CPRI PORT 1, SECTOR
COLOR 1MOLET 2 GOES IN CPRI PORT 2.
b. RRH 800 SECTOR COLOR/1 ORANGE 1/CPRI 1, SECTOR COLOR 1
ORANGE 2 GOES IN CPRI PORT 2
c. RRH 2.5GHZ SECTOR COLOR/1 GREEN GOES CPRI PORT 1,
SECTOR COLOR/GREEN 2 GOES IN CPRI PORT 2, SECTOR
COLOR GREEN 3 GOES IN CPRI PORT 3.
12. ALL POWER WIRE TO BE COLOR CODED BEFORE INSTALLING ON TOWER TO
AVOID CONFUSION ONCE POWER CABLE IS MOUNTED UP TOP ON TOWER. RRH
POWER WIRES TO BE SUPPORTED WITH SHENTEL'$ PROVIDED SUPPORT
BRACKETS AND RUBBER GROMMETS. POWER WIRE TO BE COLOR CODED FOR
THE SECTOR TO WHICH WILL BE USED, COLOR CODE TO BE USED AT THE
CONNECTION POINT GOING INTO THE RRH WITH A LABEL AT THE POWER PORT
FOR PROPER IDENTIFICATION IN COP. THE RRH DESIGNATION BEING: 1900
VIOLET, 800 ORANGE AND 2.5 BEING GREEN WITH SECTOR COLOR ON TOP OF
RRH CONFIGURATION. SHENANDOAH CABLE TELEVISION, LLC COLOR CODES
PER SECTOR ARE:
a. ALPHA ( RED),
b. BETA(BLUE),AND
c. GAMMA(YELLOW).
13. ALL SPARE POWER WIRES TO BE COILED AND SECURED WITH GROMMETS
AND CI -MPS TO THE SECTOR FRAME AND SUPPORTED AS SUCH TO BE OUT OF
THE WAY AND PROPERLY SUPPORTED. ALL SPARE COAX CABLES AND
JUMPERS SHALL BE COILED AND SHALL BE TAPED UP (A MINIMUM OF TWO
PLACES) AND SECURED TO SECTOR FRAME OR ADJACENT CABLES TO OFFER
STABILITY TO THE CABLES $O THAT THEY ARE NOT EXPOSED TO ICE AND WIND
DAMAGE. FIBER TO BE SECURED IN BRACKET WITH A COURTESY WRAP OF
TAPE AROUND CONNECTION. ALL ENDS OF THE TAPE USED TO RAP AROUND
CABLES FOR THE PURPOSE OF SECURING THEM TOGETHER, OR TO SECURE
THEM TO THE FRAME SHALL BE CUT AND NOT TOM,ORPULLED APART TO
PREVENT THE TAPE END FROM UNRAVELING AND COME LOOSE.
14. ALL FIBERS TO BE CLEANED BEFORE TESTING AND CONNECTIONS MADE
BEFORE TESTING FIBER RUN UP TOWER TO TOP. SWEEP TEST TO BE
COMPLETED IN VSWR ONLY. THE SWEEP IS TO BE A VSWR SYSTEM AND THEN A
DTF PER ANTENNA SAVED IN A PDF FORMAT ONLY.
TEST RANGES ARE AS FOLLOWS:
a. FOR 80OMHZ UNITS SET TEST GEAR FREQUENCY RANGE
BETWEEN 806 TO 894 MHZ,
b. FOR 190OMHZ UNITS SET TEST GEAR FREQUENCY RANGE
BETWEEN 1710 TO 2170GHZ, AND
c. 2.5GHZ UNITS SET TEST GEAR FREQUENCY RANGE BETWEEN
2496 TO 2690 GHZ.
15. SWEEP IS TO BE THROUGH JUMPERS THAT IS DESIGNATED TO BE USED ON
EACH SECTOR WITH A LIMITING VALUE OF 1.25 PER UNIT. ALL FIBER TEST TO BE
2.5 OR BETTER FROM LC CONNECTION AT FIBER JUMPER ON END OF HFC
THROUGH THE HFC TO FIBER CONNECTION POINT IN DISTRIBUTION CABINET.
16. HOISTING GRIPS ARE TO BE ANCHORED UP TOP WITH AN ANGLEADAPTER OR
WEIGHT APPROVED CLEVIS SECURED TO A TOWER CROSS MEMBER. DO NOT
USE HOSE CLAMPS. ON MONOPOLE APPLICATIONS PLEASE INVERT A GRIP ON
THE BOTTOM OF THE HYBRID -FLEX TO SLIDE UPWARD TO TIGHTEN THE FLEX
UP BETWEEN THE TWO GRIPS AND REDUCE THE $LACK INSIDE THE POLE,
FAILURE TO DO $O WILL RESULT IN THE CONTRACTOR FIXING THIS AT HIS OWN
EXPENSE.
17. THE CANISTER SHALL BE MOUNTED HORIZONTAL IN ALL CASES WITH PROPER
SUPPORT. IF A SITUATION ARISES THAT THIS IS NOT POSSIBLE THEN, THE
CONTRACTOR MUST GET APPROVAL TO MOUNT THE CANISTER VERTICALLY.
PROPER SUPPORT SHALL MEAN THAT THE HFC STAYS CLOSE TO THE TOWER
AND THE SECTOR FRAME, NOT BE SPANNING IN MID -AIR OR NO MORE THAN 30
INCHES WITHOUT SOME SUPPORT OF SOME MEANS. AGAIN NO SNAP-IN'S ARE
ALLOWED PAST THE WAVEGUIDE LADDER, ANY FOUND THE CONTRACTOR'S
WILL BE REQUIRED TO REPLACE THEM AT HIS OWN EXPENSE TO REPLACE THE
SNAP -INS WITH SHENANDOAH CABLE TELEVISION, LLC'$ PROVIDED HARDWARE.
ON MONOPOLE APPLICATION THE HFC IS NOT TO BE INSTALLED ON THE
PLATFORM BUT IS TO RUN UNDERNEATH THE PLATFORM SO AS TO AVOID
BEING STEPPED ON OR CREATE A TRIPPING HAZARD.
18. GROUND THE HFC AT THE BASE OF THE TOWER BEFORE THE TRANSITION TO
THE ICE BRIDGE AND DO NOT INSTALL THE GROUNDS IN THE BEND OF THE HFC.
SHENANDOAH CABLE TELEVISION, LLC'S PROVIDED BUS BARS ARE GIVEN OUT
WITH EACH SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THEY
ARE INSTALLED WHERE THEY ARE CALLED FOR IN THE PLANS.
19. WHEN INSTALLING FLEX CABLES INTO THE PRE -MOUNTED DISTRIBUTION
CABINET. PLEASE USE THE FOLLOWING HOLES FROM RIGHT TO LEFT:
a. 1ST HOLE ON RIGHT IS FOR POWER WIRES FROM BTS TO
POWER UP THE DISTRIBUTION BOX.
b. 2ND HOLE FROM RIGHT IS USED FOR THE ALPHA HYBRID -FLEX.
c. 3RD HOLE FROM RIGHT IS BETA HYBRID -FLEX.
d. 4TH HOLE FROM RIGHT IS GAMMA HYBRID -FLEX.
e. 5TH HOLE IS USED FOR THE FIBER COMING FROM THE BTS
AND WILL GO TO THE BLOCKS ON THE TOP LEFT OF THE
DISTRIBUTION CABINET.
20. WHEN ROUTING THE HYBRID -FLEX POWER FROM THE TOP OF THE TOWER, THE
CONTRACTOR MUST ALLOW ENOUGH SLACK FOR THE CABLE TO ENTER THE
DESIGNATED SECTOR PORT AT THE BOTTOM OF THE DISTRIBUTION BOX TO
THE TOP OF THE BOX AND THEN BACK DOWN TO THE BOTTOM OF THE
DISTRIBUTION BOX AND CUT THE REMAINING SLACK OFF. THE FIBER IS TO BE
ROUTED TO THE DESIGNATED LOCATION INSIDE THE BOX WITH THE THREE
FIBER POINTS AVAILABLE FOR STORAGE. THE STORAGE POINT ON THE RIGHT
INSIDE THE BOX IS FOR ALPHA FIBER (RED), THE REAR STORAGE POINT IS FOR
BETA (BLUE), AND THE LEFT SIDE STORAGE POINT IS FOR THE GAMMA FIBER
(YELLOW)
21. ONCE CONTRACTOR HAS WRAPPED UP INSTALL AND ALL FIBER AND POWER
CABLE ARE USED, THE REMAINING CABLES SHALL BE CAPPED OFF AND TAPED
UP TO AVOID A DIRECT SHORT OR ELECTRICAL SHOCK ONCE BTS IS POWERED
UP.
22. THE CONTRACTOR SHALL PREPARE A SIGNED REPORT VERIFYING THE
INSTALLATION OF ALL EQUIPMENT AND SUBMIT THE REPORT WITH FIVE (5)
BUSINESS DAYS. THE REPORT INCLUDE PHOTO$ PROPERLY DOCUMENTED
FORMS OF THE INSTALLED ITEMS PER SHENANDOAH CABLE TELEVISION, LLC'$
REPORTING REQUIREMENTS AND SHALL INCLUDE THE FOLLOWING:
SITE NAME AND SITE ID AND TOWER OWNER ALONG WITH
TOWER OWNER SITE ID NAME AND NUMBER.
THE CONTRACTOR DOING THE INSTALL, CONTRACTOR
CONTACT AND DATE OF FORM BEING FILLED OUT.
INCLUDE THE SECTOR, ANTENNA MANUFACTURE, MODEL
NUMBER, MECHANICAL DOWN TILT, AZIMUTH, TOP OF
ANTENNA AND CENTERLINE OF ANTENNA, CABLE SIZE, RET
SERIAL NUMBER, AND RRH MODEL, VERIFYING THAT THEY
MATCH STRUCTURAL ANALYSIS.
SHENTEL
A,wpyi COnriQtlBU to you
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38' 02' 22.61"
(38039614')
LONGITUDE:
W78' 42' 55.66"
(-78715461')
NO.
REVISIONASSUE
DATE
1
ISSUE FOR COMMENT
04/07/21
2
REISSUE FOR COMMENT
OW1921
3
FINAL
042121
4
REVISED FINAL
05/1421
Op
Lic. W.0402OU
s-1y�i
Mead
blunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT # R4461000-210677.01
CABLE INSTALLATION SHEET
NOTES D-11
GENERALNOTES
1, THE CONTRACTOR$HALL SECURE ALL NECESSARY PERMITS FOR
THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL
CONDITIONS AND REQUIREMENTS OF THE PERMITS.
3. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS
PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR
OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG
THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLAN$, AND IF SHOWN, ARE ONLY APPROXIMATELY CORRECT.
CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL
UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND IF
NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK CONTACT THE OWNER'S ENGINEER IMMEDIATELY IF LOCATION
OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS. IF
THERE APPEARS TO BE A CONFLICT, OR UPON THE DISCOVERY OF
ANY UTILITY NOT SHOWN ON THE PLANS, CALL "MISS UTILITY" FOR
ASSISTANCE.
5. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE
CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE
REPAIRED OR REPLACED IN -KIND.
6. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES,
AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION
UNTIL WORK IS ACCEPTED BY THE OWNER, THE CONTRACTOR IS
RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO FAILURE TO
MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION.
7. THE CONTRACTOR$HALL COORDINATE THE REQUIREMENTS FOR
AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL
SERVICE WITH SHENANDOAH CABLE TELEVISION, LLC.
8. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE
(1) FULL YEAR FROM THE DATE OF ACCEPTANCE.
9. THE OWMER$HALL HAVE SET OF APPROVED PLANS AVAILABLE AT
THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A
DESIGNATED RESPONSIBLE CHARGED EMPLOYEE SHALL BE
AVAILABLE FOR CONTACT BY COUNTY INSPECTORS.
10. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED
BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE
CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN THE
PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY
ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING
THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE
IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE
IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS
WORK IN THE STATE IN WHICH THE WORK IS TO BE PERFORMED.
UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT
DRAWINGS OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES
$HALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE
PROCEDURES TO BE USED ON THIS PROJECT.
11. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL
BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING
NOTES ENCLOSED HEREIN.
12. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURE AND SEQUENCE AND ANY FIELD
MODIFICATIONS THERETO, TO INSURE THE SAFETY OF THE
STRUCTURE'S COMPONENT PARTS, AND EMPLOYEES DURING
ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF
WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY
BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL
REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE
COMPLETION OF THE PROJECT.
13. THE MEASUREMENTS SHOWN ON THESE DRAWINGS ARE
APPROXIMATE AND ARE ACCURATE ONLY TO THE MEANS BY WHICH
THEY WERE OBTAINED: SOME FROM SURVEY DATA, HAND
MEASUREMENTS OR OTHER RELATIVE$KETCHESO3 WINGS. ALL
MEASUREMENTS SHALL BE VERIFIED BY THE CONTRACTOR AND
MINOR ADJUSTMENTS MADE TO FACILITATE THE INSTALLATION OF
ALL MATERIALS AND EQUIPMENT. ANY MAJOR DISCREPANCIES SHALL
BE PRESENTED TO SHENAN DOAH CABLE TELEVISION, LLC PRIOR TO
THE BEGINNING OF ORDERING ANY MATERIALS, FABRICATION OR
CONSTRUCTION WORK PERFORMED ON THIS PROJECT. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE
DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISIT$
TO THE SITE BY THE OWNER AND/OR THE OWNER'S ENGINEER SHALL
NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE
CONSTRUCTION PROCEDURES.
14. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEWAND OF
GOOD WORKING QUALITY, FREE FROM FAULTS AND DEFECTS AND IN
CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL
SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN
WRITING BY THE OWNER AND THE OWNER'S ENGINEER PRIOR TO
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY
EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND
EQUIPMENT BEING SUBSTITUTED.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK THE CONTRACTOR IS RESPONSIBLE
FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES
WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES
AND REGULATIONSGOVERNING THIS WORK.
16. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ACTIVITIES, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS,
WITH THE RESIDENT LEASING AGENT FOR APPROVAL.
17. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
2015 VIRGINIA UNIFORM BUILDING CODE (USBC) TO WHICH THE
2015 INTERNATIONAL BUILDING CODE (IBC) PUBLISHED BY THE
INTERNATIONAL CODE COUNCIL (ICC) IS INCORPORATED BY
REFERENCE, WHICH REFERENCES THE FOLLOWING MAJOR
CODES:
2015 International Plumbing Code (IPC)
2015 International Mechanical Code (IMC)
2015 NFPA 70
2015 International Fuel Code (IFGC)
2015 International Energy Conservation Code (IECC)
2014 National Elec6iwl Code (NEC)
18. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT
THE CONTRACTOR'S EXPENSE.
19. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES
WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
20. THE ELECTRICALAND RF STANDARDSAND SPECIFICATIONS
SHOWN ON THESE PLANS HAVE BEEN PROVIDED BY THE CLIENT.
MEAD & HUNT, INC. HAS NOT DESIGNED NOR PREPARED ANY OF
THE ELECTRICAL AND RF STANDARDS AND SPECIFICATIONS. THEY
HAVE BEEN PROVIDED FOR INFORMATION ONLY.
21. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES,
SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED.
RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS
WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION
MANAGER UPON COMPLETION OF THE PROJECT.
22. COORDINATE THE CONSTRUCTION STAGING AREA WITH THE
PROPERTY OWNER AND THE PROPERTY MANAGER WELL IN
ADVANCE OF THE CONSTRUCTION START DATE.
23. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS
AND PLAN DIMENSIONS, AND NOTIFY THE ARCHITECT AND
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
24. THE CONTRACTOR$HALL REMOVE ALL TRASH AND DEBRIS FROM
THE WORK SITE ON A DAILY BASIS.
ISHENTELI
AIW1ys CCAneCled to y*U
500 SHENTEL WAY
EDINBURG, VA 22824
SITE NAME:
PATTERSON MILL
SITE NUMBER:
50064
SITE ADDRESS:
TBD PATTERSON MILL LN
CROZET, VA 22932
AREA
LEASE AREA= 900 SO. FT.
PROPERTY OWNER:
PATRICIA W. PATTERSON
191 PATTERSON MILL LN
CROZET. VA 22932
COUNTY:
ALBEMARLE
LATITUDE:
N38' 02' 22.61"
(38.039614')
LONGITUDE:
W78' 42' 55.66"
(-78715461')
NO.
REVISIONASSUE
DATE
1
ISSUE FOR COMMENT
04/0721
2
REISSUE FOR COMMENT
W19121
3
FINAL
042121
4
REVISED FINAL
05/1421
Op
Lic. W.0402OU
s-iy�/
Mead
&I lunt
400 TRACY WAY, SUITE 200
CHARLESTON, WV 25311
(304) 345-6712 PHONE
(304) 345-6714 FAX
PROJECT 9 R4461000-210677.01
SHEET
GENERAL NOTES D-12