HomeMy WebLinkAbout09-17 Design PlanS HE�VT�L
SITE NUMBER: 151
SITIE NAME: AMHERS i
ADIDRESS- 219 ROUND HILL RD WINCHES [ ER, VA 22602 (NOT TOWER -9 11 ADDRESS)
PROJECT TYRE: NEW EQUIPMENT AND HEV'+,! ANTL,NNAS ON A NEVV 138' MONOPOLE \A/f 4' L IGHTNII\;::3 ROD
I PROJECT SUMMARY I
SITE NUMBER:
i5149
SITE NAME:
AMHERST
SITE ADDRESS:
219 FOUND HILL RD
I OF 2
WINCHESTER, VA 22602
TOWER OWNER/
SHENANDOAH MOBILE, L: C
DEVELOPER:
500 SHENTEL WAY
GN -2
EIDIN'iURG, VA 21740
A -I
PHONE: 800-768-5200
ZONING JURISDICTION:
FREDERICK COUNTY
ZONING :
RA
PROPERTY ID NUMBER: 52 A 254
PROPERTY AREA: Z ACRES
PROPERTY OWNER: GREGORY A BISHOP
108 S'-OPIEWALL DR
WINC;ESTER, VA 22602 22i6
POWER PROVIDER: SHENANDOAH VALLEY ELEC
TELCO PROVIDER: SHENTEL FBER
I APPLICANT INFORMATION I
APPLICANT: SHENTEL
SHENAhiDOAH MOBILE, LLC.
500 SHENTEL WAY
P.O. BOX 459
EDINBURG. VA 22824
PHONE: 540-984-5123
ARCHITECT/ENGINEER INFORMATION
ENGINEER: T -SOURED STE SERVICES
2500 FIGHCAND ROAD, SUITE tri;
HERMITAGE. PA 16148
PHONE: 724.308.7855
CONTACT: MARK THOMPSON
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EOUIPMENT,
PLATFORM, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND
CABLES ON A NEW 138' MONOPOLE JVi 4' LIGHTNING ROD W".THiN A NEW
FENCED COMPOUND.
BUILDING CODE
USE GROUP: U (UTILITY) FIRE CODE: NFPA 241 8 NEPA I (CHPT !6)
CONST. TYPE: TOWER - 21,
HANDICAP REQUIREMENTS
FACILITY IS UNMANNED AND NOT FOR HUMAN HAB3TATiON. H.`,NDSCAP ACCESS
S NOT REQUIRED.
I VICINITY MAP SCALE: 1"=1,000' ISI
•y�b;�tl. ,.r1 s�� � ��;;�,. �
0
DRIVING DIRECTIONS
FROM EDINBURG PROCEED TO EXIT 310 (HWY 37), AT THE END OFT -IE RAMP TURN LEFT AND PROCEED DAPPROXIMATELY 8 MILES
TO HWY 50. EXIT AND AT THE END OF THE RAMP TURN LEFT. PROCEED 1/2 MILE DO ROUND HILL ROAD AND TURN LEFT. PROCEED
APPROXIMATELY L000 FEET AND TURN LEFT INTO DRIVEWAY BEAR LEFT TO GATE AND PROCEED ON GRAVEL DRIVE PAST TRAILER
HOUSE AND TURN LEFT TO TOWER (TOWER COORDINATES) 39.18&r)200,-78.2077250
ACCESS DRIVE COORDINATES
(NAD 83)
LATITUDE: 39.189520° N LONGITUDE:-78.2IHI8° W
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL.PLAIVS 8 DIMENSIONS 8 CONDITIONS JN THE JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE P.ESPONSI3LE FOR THE SAME,
APPROVAL LIST
SITE AC
ZONING
R.F.
CONSTR. MANAGER
NETWORK -TELCO
NETWOP,K-POWER _
PROPERTY OWNER/REP
OPERATIONS
G.C.
.,..NENTEL
500 SHENTEL WAY
P.O. BOY, 459
EDINBURG, VA 22824-0280
(,540) 984-5123
3 11.09.17 REDLINE REVISION I KE
2 19.25.171REDLINE REVISION I KE
1 T9.22.17 I REDLINE REVISION I KE
10 19.22.171 PRELIM CDS I KE 6
PROD- —�—�1 10019
fNO.: `
CHECKED BY: G.W.Clower, P.E.
I
I
SITE
INFORMATION:
AMHERST
SITE N0. 15149
219 POUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
(I TITLE SHEET I
�—
SHEET
I
NUMBER:
T—° e)
SHEETINDEX
SHEET
DESCRIPTION
T-1
TITLE SHEET
I OF 2
SITE SURVEY (BY APEX LAND SOLUTIONS)
2 OF 2
SITE SURVEY (BY APEX LAND SOLUTIONS)
GN -1
GENERAL NOTES
GN -2
GENERAL NOTLS
A -I
FIRE ACCESS 'URNAPOUND LAYOUT
A-2
ADJOINING PROPERTIES MAP
A-3
OVERALL SITE PLAN
A-4
COMPOUND PLAN
A-5
ELEVATION 8. EQUIPMENT PLAN
D -I
ANTENNA DETAILS
D-2
SITE DETAILS
D-3
MISC. DETAILS
D-4
WOOD FENCE DETAILS
D-5
CHAIN LINK FENCE DETAILS
E-,
ELECTRICAL DETAILS
E-2
SINGLE LINE AND PANEL SCHEDULE
E-3
EQUIPMENT DETAILS
-I
GROUNDING PLAN! AND DETAILS
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
L -I
GENERAL LANDSCAPING
L-2
GENERAL LANDSCAPING
.,..NENTEL
500 SHENTEL WAY
P.O. BOY, 459
EDINBURG, VA 22824-0280
(,540) 984-5123
3 11.09.17 REDLINE REVISION I KE
2 19.25.171REDLINE REVISION I KE
1 T9.22.17 I REDLINE REVISION I KE
10 19.22.171 PRELIM CDS I KE 6
PROD- —�—�1 10019
fNO.: `
CHECKED BY: G.W.Clower, P.E.
I
I
SITE
INFORMATION:
AMHERST
SITE N0. 15149
219 POUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
(I TITLE SHEET I
�—
SHEET
I
NUMBER:
T—° e)
N 3-6°02'30" W � , 'l�
20.59' _-
Existing A? ,
House
�v
DETAIL A
Scale: 1 inch - 40 feet
UTILITY & ACCESS EASEMENT LINE: TABLE
UTILITY & ACCESS EASEMENT CURVE TABLE
Reb
Foun
LINE #DIRECTION
LENGTH
CURVE #
LENGTH
RADIUS
DELTA
CHRD BEARING
CHRD LENGTH
Ll
N36002'30"W
96.43'
C1
74.50'
143.32'
29''46'59"
N36052'41"W
73.67
L2
N36°02'30"W
20.59'
C2
48.47'
37.03'
74359'45"
N19030'01"W
45.08
L3
N24043'25"W
64.57'
C3
86.57'
61.97'
80302'28"
N3049'12"W
79.70
L4
N20°40'29"W
82.15'
C4
45.99'
35.00'
75'17'09"
N88030'46"W
42.75
L5
N56009'15"W
93.60'
C5
175.41'
378.83'
26'31'45"
S40038'30"W
173.84
L6
N71023'34"W
91.35'
fi
'VI N.'
�
L7
N58031'03"W
429.11'
L8
N50052'12"W
123.48'
L9
57°20'32"W
24.64'
L10
S49008'51"E
68.53'
L11
N40051'09"E
60.00'
ar 286.05'
dN 54°00'58"-W
V
SSl. Ch
a
SQ x�
� c
Ln -ti ?oint of Beginning
U, 00 Proposed 20' r7!ide 1 -o
LCD
n „ Utility & Access Easement for x U
o�6G Ingress and Egress o
Proposed rte, o
60' x 60' Lease Area a
(See Sheet 2 of 2) x
1}
134' f 5' iVide Proposed
Tax Map 52, PIN: 52 -A -254A ` x Utility Easement
Proposed 15' tide Utility 1, (See Shee► 2.)
1�
Access Easement for G & G Auto Recycling Inc
Deed Book 792, Page 1339 °
oVr In(Iress and Egress
134' t x
(See DETAIL A 6.33 Acres
) g Y of — — E1 -T ti Utility Pole
Existing Ri ht-of-Wa _ _ � � [7 °-�'
The Potomoc Edison Company �E _ — _ J _ _ __ /#PE74711
x7 2005 in Instr. No. ��� �—_X Fence
Flood one A' Recorded 9/ / y' r �X- I� Utility Pole
�yi 4�� yl9f�s `` 8 per FEMA Map No. 51069CO204D 0:>0022310 _�-_ Cham Lnk
�a �, �� C I 679.86 _. � .n. No Number
�'� /o f °12'17"-w ,....-"'"""�_ — �C Exist ng Home I +r
...., Tax Map 5
N: 86
�°,��r- Fkis .� ���•+:_. lam, .:� -,_- .- '� \ � Trudy Ruggles Poe
s Existing
Home �.�< T \� Instr. Year 2008,
/e od_L8 -�� Instr. No. 11962
N 73039'25" W r -F4 14.54 Acres
Ore
- CY �� _ _ 4— Tax Map 52, PIN: 52-A-25
93.90' o A. Bishop _- / 9 rY P — Flood Zone 'A' w
+.; ° Deed Book 843, Page 1624 per FEMA Mop No. 51069CO2049 a,
+,.
2041'16" W 7 Acres do
zr �„ / s,. - .�. r s.. ► ..., u_� �....,R.�s�.r._, w, ..., F , ..mss,,.. _ n..,..- �„ 3610
R 2 8
------ 9 1.27_4 ��—��� \
531x36 4 E ~--'_'� x�, !♦ v
Winchester and Western Rail Road
op-%-�\
�_ �S 33055'35" E
1�N � 36.64'
�I ' PLA N O 1'E'(ca.-A.):
^3R+ NOTES 7. The facility is unmanned and is does riot require potable water or sanitary service.
* p 1. The boundary lines shown below are derived from available Deeds, Tax Maps, and Plans of
U
Record, and does not represent an actual boundary survey. 8. The proposed development does not include street signs of any type, and outdoor storage
♦ ALAN VINCENT BURKE, , R, See any solid waster receptacles.
Se current deed book 792 page 1330 for reference. 9. Power to the facility will be monitored by a separate meter.
e` 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 10. According to FEMA flood insurance rate map community panel number: 51069CO204D ,
3. This plan is subject to all easements and restrictions of record, effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is
lv Lic No. 2443 4. The proposed facility will cause "De Minimis" Increase in Storm water Runoff. Therefor, no in Zone - X, Other Areas. However, portions of the Access road are within the Flood Zone
structures are proposed. 'A', area of 1% chance of 100 Year Flood, as shown on the plan.
1.14 v�`�J�_� 10-5-2017 5. No significant noise, smoke, dust, or odor will result from this facility. 11. One light_ is proposed at the facility for work while on site.
6. The facility is unmanned and is not intended for human habitation, there is no handicap 12. Contractor to Test Pit Existing Electric Easement Crossing
1D su?AF'
access required.
APEXApex Land Solutions, LLC ISSUE SITE SURVEY OF PROPOSED EASEMENTS AND LEASE AREA AT: � Drawn: M. L. Mowen
223 N. Prospect Street -Suite 304 NO. DESCRIPTION BY DATE ;': j'I-PE �RQi�E.�r^.T•`Y }F GI:'I�,taOC`l'1/ A. i�I�IiQP FOR:
Hagerstown, Maryland 211740 1 Initial Submission SML 9-6-17 Checked: S. M'. Landis
" 2 Revised Per Agency Comments SML 9-20-17 Sits i E�
phone: (240) 455-5209 SHENANDOAH PERSONAL COMMUNICATIONS, LLC Date: September 6, 2017
r Changed Access Easement :o,.„e,�_,r,,,�,±,.
fax: (866) 914-0344 3 SML 10-5-17!' SITE # ' 514.9 •- AMI -INERT � Project Number. 17-056
'� Access and Utility,.�oject.Num
LAND I, - f t ` info.apexlandsolutionsC+9mail.com � Tai: rOap 52, PIN: 52 A 254• - Firedet•"tck County, VA
i SHEET 1 of 2 Scale: 1 inch := 100 feet
845.1 x
FA
841.2x
845.8x
X844. 1
841.8x
CEPIC I'ER OF IDROPOSED
138' MONOPOLE
Latitude = 391118.08" N'
Longitude W 78'12'27.70" W
Ground Elevation= 841.8 (NAVD88)
845.3x
843.4X
842.9x 842.3 x x 842.5
S 49008'51" E 60.00'
o
oM
t
;. ,m •
•:
Ix
-.3Qo X x
,N
s
842'.2x
LU
1;2s
a
Ln
0
O
v
N 49008'51" W
x 842.E
Point of Beginning �o o
Proposed 60'x So'
Lease Area
o S 49008'51" E
0 75.36'
�•� Beginning of T Nide Propose
,--10.0' Utility Easement
Q) CD
r+ I� 836.8x
u1
o
O
�r
w
to
�r
10 ia' i z
\O.
7°29'53" W
33.49'
Tax Map 52, PIN: 52-A-254 L",
Gregory A. Bishop
\ Deed Book 843, Page 1624
830 7 Acres '�--
Existing Right-of-way
The Potomac OnInpan
Recorded 9075s it sr. No.
022310
X_--- _oI`��,
— =_x—
x Fence
-I-817.9 Chain Link �
—_ piN'� 20' Utility &Access Easement
See Sheet 1 of 1
Existing Home
Apex Land Solutions, LLC
r 223 N. Prospect Street - Suite 304 '(
Hagerstown, Maryland 211740 1
2
PE,/
gphone:(240)455-5209 x fax: (866) 914-0344 3
"ARD 5'0U1S L{_f' info.apexlandsolutions@gmail.com A-
_ DESCRIPTION
_ Initial Submission _
Revised Per Agency Comments
Changed Access Easement to
Access and Utility
1. The boundary lines shown below are derived from available Deeds, lax Maps, and Plans of
Record, and does not represent an actual boundary survey.
See. current deed book 792 page 1330 for reference.
2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County)
3. This plan is subject to all easements and restrictions of record.
4. The proposed facility will cause "De Minimis" Increase in Storm water Runoff. Therefor, no
structures are p-oposed.
S. No significant noise, smoke, dust, or odor N,ill result from this facility.
6. The facility is unmanned and is not intended for human habitation, there is no handicap
access required.
7. The facility is unmanned and is does not require potable water or sanitary service.
8. The proposed development does not include street signs of any ty ie, and outdoor storage
or any solid waster receptacles.
9. Power to fhe facility will be monitored by a separate meter.
10. According to FEMA flood insurance rate map community panel number: 51069CO204D ,
effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is
Z .,. %, Other Areas However ortions of the Access road are within the Flood Zone
/ m one ,, p
'A' , area of 1% chance of 100 Year Flood, as shown on the plan.
/ 11. One light is proposed at the facility for work while on site.
12. Contractor to Test Pit Existing Elecl:ric Easement Crossing.
CP
R=394.14'
L=41.58'
330
S 40050'41" W
42.91'
-o
0
c2
r � � 820-- --�
�. --. Utility Pole
"A �> #PE74711
II Utility Pole
No Number
I Tax Map 53, PIN: 53-A-86
Trudy Ruggles Poe
Insfr. Year 2008, Instr. No. 11962
14.54 Acres
f
i g 30 0 30 60
— Scale: 1 inch = 30 feet
i
o �NUFH pec-- %
�G-
O
U ALAN VINCENT BURKE., JR. D
Lic No. 2443
M_IND �U '\Jl O 10-5-2017
SITE SURVEY OF PROPOSED EASEMENTS AND LEASE AREA AT: Drawn: M. L. Mowen
BY DATE
THE PROPERTY OF GREGORY R. BISHOP FOR: Checked: S. M. Landis
SIAL 9-6-17 SHENTEL SIAL 9-20-17 Date September 6, 2017
SHENAINIDOAH PERSONAL COMMUNICATIONS, LLC
SML 10-5-17 SITE # 15149, w ,AMHERST Project Number: 16-095
r—L
Tax Map 52, PIN: 62 A VA - Frederick County, VA SHEET 2 of 2 lj Scale: 1 inch = 30 feet
ELECTRICAL:
1.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN
CONJUNCTION WITH THE PROJECT.
2.THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE
PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24 -HOURS IN
ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO
THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS AFTER THE INSPECTION HAS
TAKEN PLACE.
3.ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL
CODES, RULES, REGULATIONS, AND STANDARDS.
4.ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL,
5.ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND
PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY
MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT.
6.THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM
LOADS TO ASSURE PROPER OPERATION.
7.CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR
NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE
BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS
WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8 -FOOT INTERVALS OR LESS
AS NEEDED WITH APPROVED ANCHORING DEVICES.
& ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE
PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER
SIZE CONNECTORS PER THE LOCAL, STATE, AND NATIONAL CODES.
9.CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO
TERMINATION WITHOUT SPLICES.
10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND
UTILITY COMPANIES.
11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL
EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL
LOCATIONS.
12, ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES, EQUIPMENT
BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN
LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER.
14. ALL GROUND BUS PLATES SHALL BE %"x4"x20" AND SHALL BE TINNED
COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF
GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MGB, AND ALL
LOWER BUS BARS, SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH
THEY ARE FASTENED (IF APPLICABLE).
15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY
OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE
SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS,
THEN THE CONTRACTOR SHALL ASSUME A 2 -HOUR RATING.
16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED
ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE
ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS
PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO
THE OWNER.
17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR
BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL
CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT
ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS.
GROUNDING:
1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL
CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS, BRIDGES,
PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY.
2.THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND
COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG
COMPRESSION CONNECTORS ABOVE GRADE. USE ONLY STAINLESS STEEL
SCREWS, BOLTS, WASHERS, AND NUTS FOR FASTENING.
3.CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF
SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE
METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE
APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR
CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED
OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL.
4.ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE
GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE
NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD
FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR.
5.ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI -CORROSIVE
AGENT SUCH AS T&B KOPR SHIELD, NO -OXY, NOALOX, PENETROX OR EQUAL.
VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE.
6.GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY
OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND
CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS
OTHERWIDE NOTED IN CONSTRUCTION DRAWINGS, CONNECTION DETAILS TO BE
PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
7.THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE
VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL
BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A
VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL
PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS
POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE
ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH
SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MIDPOINT.
& THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL
SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS
SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED
24 -HOURS IN ADVANCE OF THE TEST.
9.STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT
10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHLIST ITEMS)
AT TIME OF PUNCHWALK,
11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL
TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM
TEST.
12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT.
CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS.
STRUCTURAL:
1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM
AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO
PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST,
2. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL.
3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH
THE LATEST AISC CODE AND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM
A992 FOR W -MEMBERS, ASTM A36 FOR M, S, C, MC, AND L MEMBERS, ASTM
A500 GR. B FOR HSS MEMBERS, AND ASTM A53 GR.B FOR PIPES.
4, ALL CONNECTION OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING
SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR SPECIFIED HIGH
STRENGTH BOLTS TO BE ASTM A325, THREAD EXCLUDED FROM SHEAR PLANE.
5. ALL STEEL EXPOSED TO MOISTURE, SHALL BE HOT DIPPED GALVANIZED AFTER
FABRICATION PER ASTM A-123.
6. ALL DAMAGED SURFACES, WELDED AREAS AND AREAS AUTHORIZED NON -GALVANIZED
MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PAINTED WITH 2 COATS OF
ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODUCTS
CO. OR USE THERMAL SPRAYING WITH PLATTZINC 85/15 AS MANUFACTURED BY
PLATT.
7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS
DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION
PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED.
8. CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS IN FIELD. ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE PURCHASE,
FABRICATION AND ERECTION OF ANY MATERIAL.
9. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MIS -FITTING, OR
NON -CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO THE
OWNER, ENGINEER, AND CONSTRUCTION MANAGER PRIOR TO ANY REMEDIAL OR
CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE THE APPROVAL OF THE OWNER.
10. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING
STRUCTURES, ESPECIALLY TO THE ROOF. ANY ROOF WORK INVOLVING ATTACHMENT,
REMOVAL OF FINISH SURFACE OR PENETRATION SHALL BE PERFORMED TO
PRESERVE EXISTING ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE
RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY
A SUB CONTRACTOR PRE -APPROVED BY THE OWNER IN WRITING.
11. MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY. (NO HAMMERING
ACTION)
12. ALL PENETRATIONS TO BE PROPERLY FIRE -STOPPED WITH 3M F.S.195 WRAP STRIP
FIRE STOP AND C925 NON -SHRINKING PUTTY FIRE BARRIER SEALANT. MAINTAIN
FIRE RATING OF ALL PENETRATED SURFACES.
13, ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING
CLEAR SILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE
TOOLED TO MAINTAIN A FINISHED APPEARANCE.
14. CONTRACTOR SHALL PROMPTLY REMOVE ANY AND ALL DEBRIS FROM SITE.
FAA REGULATIONS FOR ANTENNA TOWER AMHERST 15149:
1. FAA FORM 7460-2 IS REQUIRED TO BE FILED NO MORE THAN 5 DAYS AFTER
CONSTRUCTION REACHES MAX HEIGHT.
2. MARKING AND LIGHTING ARE NOT NECESSARY FOR AVIATION SAFETY. HOWEVER, IF
MARKING/LIGHTING ARE ACCOMPLISHED ON A VOLUNTARY BASIS, IT IS TO BE
INSTALLED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 70/7460-1 L CHANGE 1.
3. ANY EQUIPMENT USED DURING CONSTRUCTION SHALL NOT EXCEED THE OVERALL
HEIGHTS AS INDICATED ON THE AERONAUTICAL STUDY NO. 2017 -AEA -9803 -OE
DATED 9/25/17 TO THE STRUCTURE ANTENNA TOWER AMHERST 15149. EQUIPMENT
WHICH HAS A HEIGHT GREATER THAN THE STUDIED STRUCTURE REQUIRES SEPARATE
NOTICE TO THE FAA.
- SHENTEL
Sheru3`Woal, Mob,k. LLC
500 SHENTEL WAY
P.U. BUX 459
EDINBLIP.G, VA 228240280
(540) 984-5123
um
_mmD SITS
fozwlczsf LLC
2580 HIGHLAND ROAD, SUITE 201
HERMITAGE, PA 16148
www.t-sgrd.com
3 11.09.17 REDLINE REVISION KE
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS KE
PROJ. 10019
NO.:
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE N0. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
GENERAL NOTES
SHEET
NUMBER:
GN -2
PROPOSED 60'x60' LEASE—\
AREA \
PROPOSED
FENCE
NOTE:
IF ANY CONDUIT IS ROUT -_D UNDER
TURNAROUND IT IS TO K ENCASED
IN CONCRETE.
**NOTE**
THIS PAGE REFERS TO FIRE DEPARTMENT
REQUESTED TURNAROUND ONLY. FOR SITE
PLAN LAYOUT AND INFORMATION PLEASE
REFER TO PAGE Z-6.
EXISTING RIGHT—OF—WAY (THE �\
POTOMAC EDISON COMPANY)
FIRE ACCESS TURNAROUND PLAN
0
20'
EXISTING GRAVEL
ROAD
/—PROPOSED 5' WIDE
UTILITY EASEMENT
PROPOSED 20' WIDE
ACCESS EASEMENT
AND FIRE ACCESS
TURNAROUND
PROPOSED FIRE ACCESS
TURNAROUND
-,_,.SNENTEL
500 SHENTEL WAY
P.O. BOX 459
EDWBURG,VA 2282..-0260
(540) 984-512 5
CD-'YRIGHT 920/67 -SQUARED SITE SERVICES, LLC
r-+— GUBMITTALS — M
311 09.17 REDLINE REVISION KE I
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS KE
10019
NO.: 111
I CHE<::KED BY.: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE N0. 15149
219 POUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
FIRE ACCESS
TURNAROUND i
LAYOUT
SHEET
NUMBER:
I A-1
\ EXISTING METAL
JURISDICTION
SETBACK TABLE
FRONT YARD
60'
REAR YARD
100'
SIDE YARD
100'
HEIGHT
35'
**PJOTE**
ABOVE TABLE BASED ON FREDERICK
COUNTY, VA CODE ARTICLE IV:
AGRICULTURAL AND RESIDENTIAL
DISTRICTS PART 401: RA RURAL AREAS
DISTRICT 165-401.06 PARAGRAPH A
MONOPOLE SETBACK
TABLE
FRONT YARD WEST
1142' t
REAR YARD EAST
13�' t
—
SIDE YARD NORTH
203'±
SIDE YARD SOUTH
327'±
CLOSEST RESIDENCE
12E' ±
------------------------------
la
---------------__"-
f
/EXISTING 15' WIDE
/
ACCESS AND UTILITY
�h / EASEMENT
f/ EXISTING BUILDING
EXISTING RAILROAD —�
TRACKS
EXISTING 20' WIDE
ACCESS AND UTILITY
EASEMENT
EXISTING GRAVEL
ROAD
EXISTING
JU W :YARD
THEORETICAL FALL
RADIUS OF 69'
EXISTING RIGHT—OF—WAY
(THE POTOMAC EDISON
COMPANY)
EXISTING FENCE /
\O� \ EXISTING
\� SUBSTATION
EXISTING SHED
PROPOSED 5' WIDE
EXISTING, UTILITY EASEMENT
MOBILE HOME \ \ �`
EXISTING
i TRANSFORMERS
EXISTING UTILITY
POLE #PE74711
C SITE PLAN
PROPOSED SHENTEL
138° MONOPOLE WITHIN
50'x50' FENCED COMPOUND
AND 60'x60' LEASE AREA
- EXISTING PROPERTY
LINE
SET
500 SHENTEL WAY
P.O. BOX 459 -
EDINBURG, VA 22824-0280
(540) 984-5123
PROD. 10019
! CHECKED BY: G.W.Clower, P.E. i
r®
EXISTING METAL
FENCE
EXISTING GATE FOR
TEMPORARY
CONSTRUCTION EASMENT
ROUND HILL RD (STATE RTE 803)
ADD STYME LOCK TO
EXISTING ACCESS
GATE
EXISTING BUILDING
EXISTING PROPERTY
LINE
NG
%RD
THEORETICAL FALL
RADIUS OF 69'
PROPOSED SHENTEL
138' MONOPOLE
T
TING ELECTRICAL /
EASEMENT
EXISTING FENCE
EXISTING
MOBILE HOME
ONLY AND SUBJECT 10 CHANUL.
OVERALL SITE PLAN
w.T,
EXISTING GRAVEL
ROAD
-�-------
PROPOSED 60'x60'
LEASE AREA. W/ A
50'x50' COVPOUNL
�ENTEL
r,, -
500 SHENTEL WAY
P.O. SOX 459
EDINBURG. VA 22824-0280
(540) 984-5123
SUBMITTALS
3 11.09.17 REDLINE REVISION
KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
i 0 9.22.17 PRELIM CDS
KE
PHU.). 10019 I
NO.:
CHECKED BY: G.W.Clower, P.E.
YKVYVJtu D Mut
UTILITY EASEMENT
EXISTING
SUBSTA?(ON
EXISTING
TRANSFORMERS
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
EXISTING UTILITY OVERALL SITE
POLE #PE74711
I PLAN
SHEET
NUMBER:
A-3
PROPOSED 60'x60' /
__. E AREA
Of
PROPOSED SHENTEL
—\
DISTRIBUTION BOX
E'
PROPOSED SHENTEL f�
ICE BRIDGE
CHAIN LINK
FENCE
` FUTURE 12'x25'
LEASE AREA
PROPOSED SHENTEL
138' MONOPOLE
so,
FUTURE 12'x25
LEASE AREA
`1..
Ta
WOOD FENCE
PROPOSED SHENTEL
PPC CABINET
FUTURE 12'x25'
LEASE AREA
COMPOUND PLAN
lO
PROPOSED SHENTEL
14'x22' LEASE AREA
PROPOSED SHENTEL
BBU CABINET
PROPOSED SHENTEL
BBU CABINET
PROPOSED SHENTEL
MMBTS CABINET
PROPOSED SHENTEL 10'x16'
EQUIPMENT PAD
——THEORETICAL FALL
RADIUS OF 69'
~PROPOSED PROPOSED EMERALD
\,
AR80RV1TAl= BUFFER (7YP.)
><
60,
F
PRO
——WIITHP METER OSED H BANK
ME
♦�r
�PROPOSED 5' WIDE
UTILITY EASEMENT
r \ \
PROPOSED 12' ACCESS
GATE \
PROPOSED 20' WIDE
ACCESS EASEMENT
AND FIRE ACCESS
TURNAROUND
,.SHENTEL
500 SHFNTEL WAY
P.O. BOX 459
EDINBUPG, VA 22B2L.-0280
(540) 984-5123
311.09.17 REDLINE REVISION KE °
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS KE
PROJ. 10019
NO._ y111
CHEt,KED BY: G.W.Clower, P.E.
II
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 POUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE: II
COMPOUND PLAN
SHEET I
NUMBER:
A-4
* IJOTE`*
TOWER IS TO HAVE LIGHTING IN
ACCORDANCE WITH FAA REGULATIONS
_6'PROPOSED TO. LIGHTNING ROO
EL. 742tA.GL.---.—.-----�
PROPOSED TO- TOWERil�l
EL. 138 t A.G.L.
PROPOSED SHENTEL ANTENNAS RAD CENTER _ _
4Q EL. 135E A.G.L. y
A} FUTURE CARRIERANTENNA -
SECTOR
EL. 123'- A. G. L.
STATUS
FUTIJRE CARR�CR ANTENNA
'
rEL. 113E A.G.L.
AZIMUTH
jo)k FUTURE CARRIER ANTENNA _ _ _ _ _ _ _ _ _
ELECTRICAL
DOWN TILT
EL. 104,4 A.G.L.
HYBRIFLEX
QUANTITY
&MODEL
PROPOSED SHENTEL
138' MONOPOLE
NOHE**
E`
WOOD FENCE SECTION NOT
SHOWN FOR CLARITY.
PROPOSED SHENTEL
EQUIPMENT
PROPOSED CHAIN
LINK FENCE
EL O f A C, L.
k 1 ELEVATION
� N.T.S.
PROPOSED SHENTEL
ANTENNAS
PROPOSED ANTENNA INFORMATION RFA (REV 1)
SECTOR
POSITION
STATUS
ANTENNA
MANUFACTURER
ANTENNA
MODEL
RAD
CENTER
AZIMUTH
MECHANICAL
TILT
ELECTRICAL
DOWN TILT
RRH MODEL
(PLATFORM
(PLATFORM
MOUNTED)
HYBRIFLEX
QUANTITY
&MODEL
HYBRIFLEX
LENGTH
DIAMETER
1
1
PROPOSED
RFS
APXV'3PP18-C-A20
135'-0"
26
0"
2
FD-RRH-2x50-800
Eucahybrid 114-
12AWG6-
2xl2MM5-CP
170'±(1-1/4")
FD-RRH-4x45-1900
1
2
PROPOSED
CELLMAX
CMA-130111-1/3324/EO-6
135-0"
20
0"
2
FD-RRH-0x30-1900
1
3
PROPOSED
RFS
APXVTMI4-C-120
135-0"
20
0"
2"
FD-RRH-6X20-2500
1
3
FUTURE
RFS
563-W100AMPT
135'-0"
T13C
9500 MPR MPT-HC-HQAM
RADIO
(2) Cat5
170'±
2
1
PROPOSED
RFS
ANNSPP18-C-A20
135'-0"
1,107
0°
8
2
FD-RRH-2x50-800
Eucahybrid 114-
12AWGE1-
2xl2MM5-,3P
170'±(1-1/4")
FD-RRH-4x45-1900
2
2
PROPOSED
CELLMAX
CMA-BDHH/3324/E0-6
135'-0"
1,10,
0°
2
FD-RRH-4x30-1900
2
3
PRO?OSED
RFS
APXVTMI4-C-120
135'-0"
1,10,
0"
2
FD-RRH-8X20-2500
3
1
PROPOSED
RFS
ANNSPPI8-C-A20
135'-0"
260
0"
fi
1
FD-RRH-2x50-800
Eucahybrid 114-
12AWG6-
2xl2MM5-CP
170'±(1-1/4")
FD-RRH-4x45-1900
3
2
PROPOSED
CELLMAX
CMA-BDHH/3324/EO-6
135'-0"
260
D"
1
FD-RRH-4x30-1900
3
3
PROPOSED
RFS
APXVTMI4-C-120
135'-0"
260
D"
2
FD-RRH-BX20-2500
NOTES:
1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME
OF CONSTRUCTION.
2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR -0 CONSTRUCTION.
3. ROUTE PROPOSED HYBRIFLEX CABLES INSIDE PROPOSED MONOPOLE.
PROPOSED SHENTEL L.I.F.E.
MOUNT PLATFORM AND
HANDRAIL KIT (PART#
PV-LPP14M-HR-'12-96)
� 60�—
PROPOSED SHENTEL
FD-RRH-4X30-1900 65MHZ VARIANT
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL CELLMAX J
CMA-BDHH/3324/EO-6 ANTENNA
(1 PER SECTOR, 3 TOTAL)
>Shener�al, Mond„ u.c
500 SHENTEL WAY
F.0, BOX 4S9
EDINBURG, VA 22824-0280
(540) 984-5123
I
sznvlczs,l LLC
2500 HIGHLAND ROAD, SUITE 201
HERMITAGE, PA 16148
www,t-sgrd,c®m
COPYRIGHT rD 2016 TSOVARED SITE SERV ICES, LLC
FUTURE SHENTEL
MICROWAVE DISH
PROPOSED SHENTEL
FD—RRH-4x45-1900 65MHz
VARIANT
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL
FD—RRH-2x50-800
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL RFS
APXVSPPI8--C—A20 ANTENNA
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL
FD—RRH-8x20-25
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL RFS
APXVTMI4—C--120 ANTENNA
(1 PER SECTOR, 3 TOTAL)
D_ANTENNA MOUNT
�`�J N.1.5.
PROJ. 10019
NO.:
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
N I
SHEET TITLE:
ELEVATION &
r ECzUIPMENT PLAN
SHEET
NUMBER:
A-5
3 11.09.17 REDLINE REVISION
I KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
q—ANTENNA INFORMATION
O 9.22.17 PRELIM CDS
KE
NA's
FUTURE SHENTEL
MICROWAVE DISH
PROPOSED SHENTEL
FD—RRH-4x45-1900 65MHz
VARIANT
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL
FD—RRH-2x50-800
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL RFS
APXVSPPI8--C—A20 ANTENNA
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL
FD—RRH-8x20-25
(1 PER SECTOR, 3 TOTAL)
PROPOSED SHENTEL RFS
APXVTMI4—C--120 ANTENNA
(1 PER SECTOR, 3 TOTAL)
D_ANTENNA MOUNT
�`�J N.1.5.
PROJ. 10019
NO.:
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
N I
SHEET TITLE:
ELEVATION &
r ECzUIPMENT PLAN
SHEET
NUMBER:
A-5
7.0"
I l.s"
SHENTEL
RFS APXVSF71P18-(.,',A20 -0m � F�j
DIMENSIONS, HxWxD: 72.0x11.8'x7.0'
WEIGHT, WITH PRE -MOUNTED BRACKETS: 64.5Ibs
CONNECTOR: (6) 7-16LONG NECK FEMALE i
BOTTOM
RE CONNECTOR, TYPNJ
—
�I 1
C+09I
REMOTE ELECTRICAL--'
DOWNTILT ACTUATOR, TYP
13-0.1-1-0.M
RFS AP.WSPP18-C-A20 ANTENNA DETAIL
RFS VTM1 —C-1 20
DIMENSIONS, HxWxD: 56.3"x12.6"X6.3"
WEIGHT, WITH PRE -MOUNTED BRACKETS: 56 lbs
CONNECTOR: (8) 4.119.5 DIN FEMALE /
(1) NF- CALIBRATION
PORT
PORT
PORT
I
5
B
�.....
6.3" 12.6" RFS APXVTMI4-C-120 ANTENNA DETAIL
3 NT
co
R=S MICROWAVE ANTENNA
MODEL NO. SB3-W100AMPT
WEIGHT 50.7 LBS
DIMENSIONS (DIA.) 36.0"
MAX WIND SPEED 124 MPH
Alcatel -Lucent Multipurpose
Outdoor Unit (ODU)
WE GHT 11 LBS
MICROWAVE DETAIL
4 N.' S.
DIMENSIONS, HxWxD:
WEIGHT:
CONNECTOR:
RRH MOUNTING
PIPE
MOUNTING
BRACKET AND
HARDWARE
i MAX
81.': "x2< 0'x6.1'
106.7 Ibs
(4) 7-16 FEMALE -
BOTTOM
nJ i«ww�l mIm �-
QRFS_APXVRRI3-C-A20 ANTE=NNA DETAIL
`L / NTS.
NOTE:
SEE SHEET A-2 FOR RRH
QUANTITY AND LOCATION.
NOT
CONTACTOR IS RESPONSIBLE FOR
ACQU RING THE MOST RECENT PLUMBING
DIAGRAMS ONCE SITE IS READY FCR
CONSTRUCTION.
800 MHz REMOTE RADIO HEAD
FD—RRH-2-<50-800
WEIGHT
64 LBS.
DIMENSIONS (WxHxD)
13"x19.7"x15"
OUTPUT POWER
100W
POWER REQ.
—48VDC
1900 MHz REMOTE
FD—RRH-4x45-1900
RADIO HEAD
WEIGHT
60 LBS.
DIMENSIONS (WxHxD) 11"x25"x10.7"
OUTPUT POWER
18DW
POWER REQ.
—48VDC
1900 MHz REMOTE
FD—RRH-4x30-1900
RADIO HEAD
WEIGHT
N/A
DIMENSIONS (WxHxD)
N/A
OUTPUT POWER
18OW
POWER REQ.
—48VDC
2500 MHz REMO-rE
TD—RRH-8x20-2500
RADIO HEAD
WEIGHT
66 LBS.
DIMENSIONS (WxHxD) 1 Z5"x25.4"x5.7"
DETAILS
OUTPUT POWER
80W
POWER REQ.
—48VDC
RRH DETAIL
N.1.5.
500 SHENTEL WAV"
P.O. BOY, 459
EDINBURG'VA 22821.-0290
(540) 984-5123
ALS
! 3 111.09-171 REDLINE REVISION KE 1
2 9.25.17 REDLINE REVISION KE '
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS KE 1I
rPRO,I. 10019 i
CHECKED BY: G.W.Clower, P.E. I
1
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
r�
ANTENNA
DETAILS
SHEET
NUMBER:
I
D—I
24" ICE BRIDGE KIT W/ TRIPLE TEE TRAPEZE (24 COAX SNAP—IN RUNS)
(SITE PRO 1 IB24 SERIES, SEE FOOTING FOR P/N)
[e
jj I" 10' -0 -
UNIVERSAL T—BRACKET J=
FOR CABLE TRANSITION '. z a 24
AT CABINET 0 0 �—
(TYP AS NECESSARY! 0ui
(SITE PRO 1 P/N T600)\
a
L, o
9.25.17 REDLINE REVISION
0
¢ w
CONCRETE _
co
_�
of
m w
PAD
=
TO EXCEED 2" FROM MOUNTING POST
0-
3000 PSI
AND NOT IMPEDE GEN PLUG)
P
v cn
NORMAL WEIGHT
nLi
CONCRETE
>
BASE SHOE FOOTING
(SITE PRO 1 P/N 16248)
(INCLS. BASE SHOES)
(USE SITE PRO 1 P/N SWA585
ANCHORING KIT, 3 REQUIRED
PER BASE SHOE)
3" MIN
I--* rte-- 8"6 MIN.
DIRECT BURIAL FOOTING
(SITE PRO 1 P/N 1B24D-216)
FIELD CUT PIPE TO LENGTH
CAP W/ GALV. METAL CAP
TRAPEZE MOUNTED GROUND BAR
W/ #6 STRANDED TO JUMPERS
ANGLE IRON SHALL BE BOLTED TO ICE �r
BRIDGE CUT ENDS FOR PROTECTION
— SHENTEL PPC
CABINET
SHENTEL
EOUIPMENT
SHENTEL
BTS
CABINET
**NOTE* DIRECT BURIAL FOOTING
MUST MEET LOCAL EROSE DEPTH
REQUIREMENTS
ICI BRIDGE POST DETAIL
NT's.
ANGLE IRON SHALL BE BOLTED
TO ICE BRIDGE: CUT ENDS FOR
PROTECTION
8 MAX
HYBRIFLEX CABLE
#2 AWG BTCW
IN 3/4" PVC CONDUIT (ENDS SHOULD BE
SEALED WATERTIGHT WITH CAULKING)
GROUNDS TO BE
BONDED WITH
LIKE METAL
#2 AWG BTCW
IN 3/4" PVC CONDUIT
GROUND RING
NOT USED
NT.,
TOWER
36" MAX- 41 CRO BAR
CADWELD
TRAPEZE
NOTE: ALL STEEL IS TO BE GALVANIZED
2 TYPICAL TRAPEZE DETAIL
N.C.S.
GALV. STEEL PIPE CAP
cNAVEGUIDE SUPPORT
BRACKET
24" WAVEGUIDE —
ICE BRIDGE
HYBRIFLEX
3 1/2"0 SCH. 40
GALV. STEEL PIPE
4" GRAVEL
WA'iHER/NUT
BOTH SIDES
ALI- THREAD
WASHER/NUT
BOT -i SIDES
ASH-R/NUT
DTH SIDES
FOR COAX
2 AWG BCTW CROUND
LEAD FROM WA/EGUIDE
TO WAVEGUIDE POST
1" CROWN
TOP OF PIER
5ICE BRIDGE SUPPORT SECTION
Go
^'JAL SOOW LED LIGHTS,
) FIXTURE INSTALLED
J PPC H—FRAME, (1)
STALLED ON METER
kNK H—FRAME
PPC; SUPPORT POST
AMP., 125 VOLT
NGLE POLE COVERED
)GGLE SWITCH WITH
ATHERPROOF BOX
JD PLATE HUBBLE
). HBL1201-7420
FI DUPLEX RECEPTACLE
2) j1112 THHN WIRES
c #12 GROUND IN
/4" PVC CONDUIT TO
PC CABINET
C3 WORK LIGHT DETAIL
NORTHERN
TECHNOLOGIES PART
#: CS252—W71i6 PPC
CABINET
POWER SHALL BE
SLEEVED THRL TELCO
C-iAMBER
(SCHED. 80)
GRADE
SHENTEL
l-- roc 1
500 SHENTEL WAY
0-1,. BOX, 459
EDINBURG, VA 2282:.-0280
(540) 9B4-5123
�NO.: 10019.E.
CHECKED BY: G.W.Clower, P"1
q - I i
l co
I
3 1/2" 4 FOSTS EMBEDDED IN 12"2x3'
, DEEP CONCRETE FOOTING
**NOTE** PPC CABINET SHOWN
UTILITY BACKBOARD
CONSTRUCTION SHALL BE SIMILAR
r
, PPC a BACKBOARD DETAIL
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 POUND HILI_ RD
WINCHESTER, VA 22602
7 SHEET TITLE
SITE DETAILS
SHEET
NUMBER:
D-2
3 111.09.171 REDLINE REVISION I KE
9.25.17 REDLINE REVISION
KE
— 1 5/8" UNI—STRUT SECURED TO
1 9.22-17 REDLINE REVISION
f2
KE
POSTS WITH U—BOLTS (UNI—STRUT NOT
TO EXCEED 2" FROM MOUNTING POST
0 9.22.17 PRELIM CDS
KE
AND NOT IMPEDE GEN PLUG)
P
�NO.: 10019.E.
CHECKED BY: G.W.Clower, P"1
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3 1/2" 4 FOSTS EMBEDDED IN 12"2x3'
, DEEP CONCRETE FOOTING
**NOTE** PPC CABINET SHOWN
UTILITY BACKBOARD
CONSTRUCTION SHALL BE SIMILAR
r
, PPC a BACKBOARD DETAIL
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 POUND HILI_ RD
WINCHESTER, VA 22602
7 SHEET TITLE
SITE DETAILS
SHEET
NUMBER:
D-2
GPS ANTENNA
(BY LUCENT)
3 1/2"f
,--6 3/4"t----3 3/4"t
STANDARD 1" PIPE
2 7/8"f
I�� 3/4"±
U-BOLTS--� I
41 -H
TILT HOLES FOR
ADJUSTMENT
1
U_ BOLTS
1'-4 1/4"t
NEW MOUNTING A GROUNDING KIT
BRACKET PLATE
MINIMUM OF 75% OR
270' IN ANY DIRECTION
OBSTRUCTIONS
MUST BE BELOW
15'
15'
GPS MINIMUM SKY VIEW REQUIREMENTS
/---1/2" GROUND KIT (MIN. 8" BELOW BASE OF PIPE)
1/2" COAX TO HAVE ABILITY TO SLIPF,_ UP AND OUT
�F PIPE
'f #6 AWG GROUNDING KIT CABLE
(PROVIDED WITH KIT)
NOTE (,—TO MGB
1. 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT.
2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED
STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL
BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A
SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND
SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE CASKET ATTACHED TO THE ANTENNA MOUNT.
3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE
OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL.
4. DO NOT SWEEP TEST GPS ANTENNA.
PVC CONDUIT PLUG
(DO NOT USE TAPE)
PVC CONDUIT COUPLING
PVC SCHEDULE -80 24"
RADIUS, SIZE AS SHOWN
ON LAYOUTS
(-`� GPS MOUNTING DETAIL
NTI
PVC SCHEDULE -40
SIZE AS SHOWN ON LAYOUTS
n CONDUIT STUB -UP DETAIL
N. TS.
STRUCTURAL NOTES:
1. SPECIFICATIONS / CODES:
-CONCRE-E WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE ACI CODE.
-CONCRE-E SLAB COMPRESSIVE STRENGTH TESTING: CYLINDERS PREPARED IN ACCORDANCE TO
ASTM C31. TESTING IN ACCORDANCE TO .ASTM C39.
-STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RISC STEEL CONSTRUCTION MANUAL,
9tH EDITION.
-WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92
"STRUCTJRAL WELDING" CODE -STEEL.
-REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL
INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE."
2. MATERIALS:
-CONCRETE: fe' - 3000psi. (MIN. U.N.O.)
-REINFORCING STEEL: ASTM A615, GRADE 63.
-WIRE MESH: ASTM A185.
-STRUCTURAL STEEL: ASTM A36.
-ELECTRODES FOR WELDING: E 70xx.
-GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 (SHAPES, PLATES).
-EXPANSION BOLTS: HILTI KWIK BOLT II, STAINLESS STEEL,-"6x4y4" EMBEDMENT OR AN APPROVED
EQUAL.
3. GEO-TECHNICAL:
-CONCRETE SLAB DESIGN IS BASED ON 2000psf SOIL BEARING CAPACITY. IF OTHER CONDITIONS
EXIST, FOUNDATION SHALL BE REDESIGNED CONTRACTOR SHALL HAVE SOIL BEARING CAPACITY
VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO INITIATION OF
CONSTRUCTION ACTIVITIES.
-ALL BACKHLL SHALL BE THOROUGHLY COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR
DENSITY
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CONCRETE EQUIPMENT PAD_ DETAIL
N. T.S.
O MOUNT DETAIL
N.T.S.
A1.. INI T E L
500 SHENTEL WAY
P.O. BOX 459
EDINBURG. VA 22824-0280
(540) 984-5123
I COPYRIGHT O 2016 T -SQUARED SITE SERVICES, UC i
3 111.09.171REDLINE REVISION I KE
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 1 PRELIM CDS KE
PRO
NO.: 10019 d
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
MISC. DETAILS
F SHEET
NUMBER: I
D- i
SURFACE SHALL RECEIVE
A SMOOTH TROWEL FINISH
COMPACTED STONE
BASE j 3/4" CHAMFER (TYP ALL SIDES)
TOP OF FINISHED GRADE. SLOPE AWAY FROM
2 LAYERS OF 6"x6" - CONCRETE.
W4xW4 WWF
N
1 -
T N
2" CUR 1
II
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!EXCAVATE
r-
AS REQUIRED TO REMOVE VEGETATION &
TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE &
PLACE COMPACTED CRUSHED STONE OR GRAVEL
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CONCRETE EQUIPMENT PAD_ DETAIL
N. T.S.
O MOUNT DETAIL
N.T.S.
A1.. INI T E L
500 SHENTEL WAY
P.O. BOX 459
EDINBURG. VA 22824-0280
(540) 984-5123
I COPYRIGHT O 2016 T -SQUARED SITE SERVICES, UC i
3 111.09.171REDLINE REVISION I KE
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 1 PRELIM CDS KE
PRO
NO.: 10019 d
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
MISC. DETAILS
F SHEET
NUMBER: I
D- i
-- ....... - 8' MAX
i
TOD of
FENCING
� 4x1ix17' W�i'Ii� i'��.i
2x4x8' WOOD FRAMING
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4x4x 12' WOOD POST
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FENCING (0 MATCH EXISTING 00 I I I I
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AND SLOPE: ALL AROUND (TYP) I 1 II
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POST FOO-ING J I I I I
1' MIN.
III, I1r WiN( lil "ILR �' SEPARATION
I R IA C. 18- l -2.3
`-1PARATION REQUIRED FROM
NIGHER -HAN 6' CLOSEST
UJ IW 'ItIRI1TUkF_OUNDING PARKING AREA.
EXISTING CURB
EXISTING PARKING LOT
1 I'4 1 All.
PROPOSED WOOD
FENCE
�iENTE�
500 SHENTEL WAY
P.O. BOX 459
EDINBURG, VA 22824-0280
(540; 984-5123
Ir-mvNnwlD slim
SERVICES, LLC
SUBMi-TALI I
3 111.09.171 REDLINE REVISION KE I
29.25.17 REDLINE REVISION
KE
11 9.22.17 REDLINE REVISION
0 9.22.17 PRELIM CDS
KE
KE
PROD.
i NO.:
10019
CHECKED BY. G W Clower P.E. I
SITE
INFORMATION:
AMHERST
SITE NO. 15149
2;9 POUND HILL RD
WINCHESTER, VA 22602
U SHEET TITLE:
WOOD FENCE
DETAILS
SHEET
NUMBER:
2 NOT USEDf 3 SEPARATION REQUIREMENT DETAIL D-4
N.T.S. N.T-S.
VERIFY WITH SITE PLAN
4' MAN GATE
DOUBLE
12'-0"GATE
DOUBLE SWING GATE
2" (MIN)
GATE PLUNGER ROD -- ,�— "t
MAX
I�:K L- It—�C i�"4t`vs►��r � _NY�w Y..i:R"..c'�..ra.r�.�Du�
1. INSTALL FENCING PER ASTM F-567
Z INSTALL SWING GATES PER ASTM F- 900
3- LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE
COMPLIED IF REQUIRED.
4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE
GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES
SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD
GALV. (OR EQUAL).
5. ALL OPEN POSTS SHALL HAVE END -CAPS.
6. USE GALVANIZED HOG -RING WIRE TO.IvIOUNT ALL SIGNS.
7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC
n FENCING NOTES
&IYPIC�ALFENCING DETAIL
11 L.i-
BALLOON REFERENCE NOTES:
O1 CORNER, END OR PULL POST: 3" O.D. SCHEDULE 40 PIPE.
OLINE POST: 2 1/2" NOMINAL SCHEDULE 40 PIPE, PER ASTM -F1083.
LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM IV -0" O.C-
�3 TOP RAIL & BRACE RAIL: 1-5/8"O.D. STANDARD ROUND PIPE, PER ASTM -FI 083.
OFABIUC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO AST7%4-A392.
TIE WIRE: 9 GA ALUMINUM. A SINGLE WRAP OF FABRIC TIE AND AT TENSION
lJ WIRE BY HOG RINGS SPACED 12" O.C. POSTS/GATES AND 24" RAILS/WIRE.
O6 TENSION WIRE: 9 GA ALUMINUM
OBARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH
FAB RIC. 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS
O8 3116" X 3/4" (MIN) FULL HEIGHT STRETCHER BAR,
O9 318" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL
THREADED ROD.
10 FENCE CORNER POST BRACE: 1 5/8" NOMINAL PIPE.
1 I ]"MAXIMUM CLEARANCE FROM FINISH GRADE
12 FENCE POST FOUNDATION TO BE V FINISH ABOVE FINISHED GRADE
13 6" COMPACTED BASE MATERIAL
14 FINISH GRADE SHALL BE UNIFORM AND LEVEL.
15 WELDED GATE FRAME: 2" O.D., SCHEDULE 40 PIPE, PER ASTM-FI083.
lb GATE POST 4" O.D., SCHEDULE 40 PIPE, PER ASTM-Fl083.
17 GATE FRAME BRACE RAIL.: 11/2" NOMINAL PIPE. PER ASTM-FIO83.
18 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO
INSTALLATION.
19 STYMIE LOCK MULTI -TENANT LOCKING DEVICE (1-5' SLIDE BAR AND 3 SLEEVES)
20 GEO—EXTILE FABRIC
21 CONCRETE FOUNDATION (MIN 3000 PSI),
MINIMUM DEPTH: 6" BELOW FROST LINE
22 10"x 12" SHENTEL SITE INFORMATION SIGN.
)CADWELD
RING GROUN RINI
#2 AWG BCW #2
#2 AWG BCW IN FLEX CONDL
— —1
VERTICAL POST
CABLE TO CABLE CONNECTED
CADWELD TO RING
VERTICAL POST
NOT CONNECTED
TO RING
NOTA
1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER .AND
AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED
TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE.
2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER.
3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO
EACH VERTICAL POST THAT IS BLINDED TO THE EXTERIOR GROUND PING
4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT
4W
WELD
SEE NOTE
3&4�
#2 AWG BCW IN FLEK CONDUIT 'CABLE TO CABLE #2 AWG BCW IN FLEX CONDUIT
I ! CADWELD (TYP.)—
— RING GROUND#2 AWG BCW (MIN 18" BELOW ROUGH GRADE)
(1YP.)
NOTE:
1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE
CADWELDED TO THE POST ABOVE GRADE.
2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO
EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING
3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER
BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR
EXOTHERMIC WELDING.
4, GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED
TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
5. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT.
, GATE & FENCE GROUNDING DETAILS
II 1.S -
, ENT EL
.500 SHENTEL WAY
P.O. BOX 459
EDINBUPG, VA 22824-0260
(540) 994-5123
LLC
3 111.09.17 REDLINE REVISION KE
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS I KE
PROD. 10019
ICHECKED BY: G.W.Clower, P.E. I
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
CHAIN LINK FENCE
DETAILS
! SHEET
NUMBER:
D-5
1
MUSHROOM TYPE C " 2'—O"
tl
!- .I
. .� p p 6„ BELOW
`—.8 1
1,4 1.1
CONCRETE POST
PLUNGERANCHOR r'` F
• .-�
r C �i
M 1'. „ OST LINE
V -6't L% 15
V-2" —2"
C� DOUBLE -SWING GATE DETAIL
I I 1'-2„
GENERAL NOTES:
1. INSTALL FENCING PER ASTM F-567
Z INSTALL SWING GATES PER ASTM F- 900
3- LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE
COMPLIED IF REQUIRED.
4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE
GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES
SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD
GALV. (OR EQUAL).
5. ALL OPEN POSTS SHALL HAVE END -CAPS.
6. USE GALVANIZED HOG -RING WIRE TO.IvIOUNT ALL SIGNS.
7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC
n FENCING NOTES
&IYPIC�ALFENCING DETAIL
11 L.i-
BALLOON REFERENCE NOTES:
O1 CORNER, END OR PULL POST: 3" O.D. SCHEDULE 40 PIPE.
OLINE POST: 2 1/2" NOMINAL SCHEDULE 40 PIPE, PER ASTM -F1083.
LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM IV -0" O.C-
�3 TOP RAIL & BRACE RAIL: 1-5/8"O.D. STANDARD ROUND PIPE, PER ASTM -FI 083.
OFABIUC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO AST7%4-A392.
TIE WIRE: 9 GA ALUMINUM. A SINGLE WRAP OF FABRIC TIE AND AT TENSION
lJ WIRE BY HOG RINGS SPACED 12" O.C. POSTS/GATES AND 24" RAILS/WIRE.
O6 TENSION WIRE: 9 GA ALUMINUM
OBARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH
FAB RIC. 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS
O8 3116" X 3/4" (MIN) FULL HEIGHT STRETCHER BAR,
O9 318" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL
THREADED ROD.
10 FENCE CORNER POST BRACE: 1 5/8" NOMINAL PIPE.
1 I ]"MAXIMUM CLEARANCE FROM FINISH GRADE
12 FENCE POST FOUNDATION TO BE V FINISH ABOVE FINISHED GRADE
13 6" COMPACTED BASE MATERIAL
14 FINISH GRADE SHALL BE UNIFORM AND LEVEL.
15 WELDED GATE FRAME: 2" O.D., SCHEDULE 40 PIPE, PER ASTM-FI083.
lb GATE POST 4" O.D., SCHEDULE 40 PIPE, PER ASTM-Fl083.
17 GATE FRAME BRACE RAIL.: 11/2" NOMINAL PIPE. PER ASTM-FIO83.
18 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO
INSTALLATION.
19 STYMIE LOCK MULTI -TENANT LOCKING DEVICE (1-5' SLIDE BAR AND 3 SLEEVES)
20 GEO—EXTILE FABRIC
21 CONCRETE FOUNDATION (MIN 3000 PSI),
MINIMUM DEPTH: 6" BELOW FROST LINE
22 10"x 12" SHENTEL SITE INFORMATION SIGN.
)CADWELD
RING GROUN RINI
#2 AWG BCW #2
#2 AWG BCW IN FLEX CONDL
— —1
VERTICAL POST
CABLE TO CABLE CONNECTED
CADWELD TO RING
VERTICAL POST
NOT CONNECTED
TO RING
NOTA
1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER .AND
AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED
TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE.
2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER.
3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO
EACH VERTICAL POST THAT IS BLINDED TO THE EXTERIOR GROUND PING
4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT
4W
WELD
SEE NOTE
3&4�
#2 AWG BCW IN FLEK CONDUIT 'CABLE TO CABLE #2 AWG BCW IN FLEX CONDUIT
I ! CADWELD (TYP.)—
— RING GROUND#2 AWG BCW (MIN 18" BELOW ROUGH GRADE)
(1YP.)
NOTE:
1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE
CADWELDED TO THE POST ABOVE GRADE.
2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO
EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING
3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER
BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR
EXOTHERMIC WELDING.
4, GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED
TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
5. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT.
, GATE & FENCE GROUNDING DETAILS
II 1.S -
, ENT EL
.500 SHENTEL WAY
P.O. BOX 459
EDINBUPG, VA 22824-0260
(540) 994-5123
LLC
3 111.09.17 REDLINE REVISION KE
2 9.25.17 REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 PRELIM CDS I KE
PROD. 10019
ICHECKED BY: G.W.Clower, P.E. I
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
CHAIN LINK FENCE
DETAILS
! SHEET
NUMBER:
D-5
1
ELECTRICAL & GROUNDING NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE NATIONAL ELECTRICAL COD= (NEC) AS WELL AS APPLICABLE STATE
AND LOCAL CODES.
2- ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND
PROCURED PER SPECIFICATION REQUIREMENTS.
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL
DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL
WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL
SYSTEM,
4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS
RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF
INSPECTIONS.
5. E=LECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS
SHALL BE IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC
TL.;RING (RIGID SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR
LOCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE).
6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS
SHALL BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC
TL!BING, OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 80 PVC AS
PERMITTED BY CODE).
7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE
AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED
R1211) STEEL CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT
FLEXIBLE METAL OR NONMETALLIC CONDUITS.
8. 13URIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID
SCHEDULE 80 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT
TRAFFIC, ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY
TRAFFIC.
9. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS
AND OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY
IS NEEDED.
10. ELECTRICAL WIRING SHALL 3E COPPER WITH TYPE THHN, THWN-2,
OR THIN INSULATION, RATED AT 99C
11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY
DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC .AS
INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE.
COORDINATE INSTALLATION WITH UTILITY COMPANY.
12. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY
DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET
AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL
LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE
CONDUIT MEASURING TAPE AT EACH END.
13, ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R
ENCLOSURE.
14. PPC SUPPLIED BY PROJEC` OWNER. PPC SHALL BE RATED 200A,
120/24OV, 1Q WITH 24 CIRCUI- PANEL. MAIN CIRCUIT BREAKERS SHALL
200A, RATED 22KAIC MINIMUM AND BE MECHANICALLY INTERLOCKED
WITH WALKING BEAM. PPC SHALL INCLUDE TVSS OPTION. GENERATOR
RECEPTACLE SHALL BE 200A, 1�, 3 WIRE. PPC LOAD CENTER SHALL
HAVE 24 POSITIONS.
15. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY,
GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN
ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS.
16. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING
MANUFACTURERS CABLE GROUNDING KITS SUPPLIED BY PROJECT
OWNER.
17. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION
FCR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2
SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS
INDICATED ON THE DRAWING -
18. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP -STYLE,
COMPRESSION WIRE LUGS AND WIRE NUTS BY HARGER (OR .APPROVED
EQUAL) RATED FOR OPERATION AT NO LESS THAN 75-C OR CADWELD
EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN
CONTACT WITH GALVANIZED STE-L.
19. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND
STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICA-ED.
GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS
MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6"
RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET
OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR
OR GROUNDING RING.
20. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE
COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING
COMPOUND TO ALL LOCATIONS.
2'. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND
CONNECTIONS.
22. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL
ELECTRONIC MARKER SYSTEM (EMS) BALLS GVER EACH GROUND ROD
AND BONDING POINT BETWEEN EXISTING TOW -R/ MONOPOLE GROUNDING
RING AND EQUIPMENT GROUNDING RING.
23. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND
RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5
OHMNS MINIMUM RESISTANCE REQUIRED.
24. CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LINA
RETURN -LOSS AND DISTANCE -TO -FAULT MEASUREMENTS (SWEEP
TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT.
25. METER CENTER TERMINAL. BOX SHALL BE 600A, 240V, 9�. LUG
CONNECTIONS FOR SERVICE LATERAL SHALL BE SIZED TO ACCEPT
CONDUCTORS AS SPECIFIED ON ONE -LINE DIAGRAM. SHORT CIRCUIT
RATING SHALL BE 65 KAIC MINIMUM. METER CENTER SHALL BE 4 GANG
WITH 225A RATED METER SOCKETS. METER SOCKETS SHALL BE
EQUIPPED WITH LEVER BYPASS FEATURE.
26. ALL CONDUCTORS SHALL BE SIZED AT 75'C AMPACITY.
1_.I. �IRICAL LEGEND
NON -FUSIBLE DISCONNECT
NEW PANEL BOARD, SURFAC MOUNTED
l2
EXISTING PANEL BOARD, SURFACE MOUNTED
U
DRY TYPE TRANSFORMER
TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH
METER
r b
CIRCUIT BREAKER
01
NON -FUSIBLE DISCONNECT
0
SWITCH, MOUNTED 54' A.F.F.
QQ 1
FUSIBLE DISCONNECT SNITCH. MOUNTED 54"A.F.F.
n s
TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH
- G -
BUILT-IN FUSES, SURFACE MOUNTED
®
DUPLEX OUTLET, SURFACE MOUNTED,
20 AMPS, 125 VOLTS, SINGL__ PHASE
JO
JUNCTION BOX, SURFACE MCJNTED 18" A.F.F.
z-
EXPOSED WIRING
'--ti
HOME RUNS, MINIMUM 2#10 + 1#1OG IN 3/4"
PPC
CONDUIT U.O.N.
A.F.F.
ABOVE FINISHED FLOOR
U.O.N.
UNLESS OTHERWISE NOTED
WP
WEATHERPROOF
GFI
GROUND FAULT INTERRUPTER
A
AMPERE
V
VOLT
KWH
KILOWATT - HOUR
C
CONDUIT
GRC
GALVANIZED RIGID CONDUIT
G
GROUND
GROUND
MGB
MASTER GROUND BAR oMECHANICAL CONNECTION
0
•CADWELD CONNECTION
EGB
EQUIPMENT GROUND BAR 0MECHANICAL CONNECTION
o
oCADWELD CONNECTION
- G -
GROUND COPPER WIRE, SIZE AS NOTED
EXPOSED WIRING
HYBRIFLEX CABLE
O
5/8"x10' COPPER CLAD STAINLESS STEEL GROUND ROD
z-
EXOTHERMIC (CADWELD) OR °MECHANICAL
(COMPRESSION TYPE) CONNECTION
PPC
POWER PROTECTION CABINET
N
OMNI -DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL
n ELECTRICAL NOTES 8, LEGEND
PROPOSED SHENTEL 2" U/G CONDUIT
FROM RISER POLE AT EAST SIDE OF
PROPERTY TO H—FRAME JUST OUTSIDE
PROPOSED 2" SCH 80 COMPOUND FENCE FOLLOWING
CONDUIT FOR POWER PROPOSED UTILITY EASEMENT.
Ij
PROPOSED 2" SCH 80�
PROPOSED SHENTEL CONDUIT FOP FIBEP F.
MMBTS CABINET
PROPOSED SHENTEL
BBU CABINETS iM
1
rl
PROPOSED SHENTEL
40"x40"x12"
DISTRIBUTION BOX
PROPOSED SHENTEL
ICE BRIDGE
PROPOSED 142" LIQUID TIGHT
FLEXIBLE METALLIC CONDUIT
FOR POWER ROUTED FROM
MMBTS TO FIBER DISTRIBUTION
BOX
PROPOSED SHENTEL
BBU CABINETS
PROPOSED SHENTEL
40"x40"x12"
DISTRIBUTION BOX
PROPOSED SHENTEL
PPC CABINET
PROPOSED SHENTEL
EQUIPMENT PAD
PROPOSED H—FRAME
WITH METER BANK
2 ELECTRICAL_ SITE PLAN
N.T.S.
I n . t
PROPOSED SHENTEL
MMBTS CABINET
PROPOSED SHENTEL
GPS
PROPOSED 1 Yz" STEEL
CONDUIT FOR POWER
FROM PPC TO THE MMBTS
PROPOSED SHENTEL
PPC CABINET
L
*��• PROPOSED SHENTEL HYBRIFLEX
CABLES FROM ANTENNAS TO
FIBER DISTRIBUTION BOX (1
PER SECTOR, TOTAL OF 3)
r,-\ _ENLARGED ELECTRICAL PLATFORM PLAN
��
-,,,,,,ENTEL
SOO SHENTEL WAV
P.O. BOX 459
EDINBUPG. VA 22824-0280
(540) 984-5123
T Fl 0 SIT
4ER ICES, LLC
r SUBMITTALS
' 3 11 .09.171 REDLINE REVISION I KE
2 9.25.17 REDLINE
REVISION KE
1 9.22.17 REDLINE
REVISION KE
0 9.22.17 PRELIM CDS KE
PROD.
NO.:
100191
CHECKED BY:
G.W.Clower, P.E_
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
I SHEET TITLE:
ELECTRICAL
DETAILS
SHEET
NUMBER:
E-!
TO EXISTING UTILITY POLE
PROPOSED 600A,
24011, 1� METER
CENTER TERMINAL BOX
PROPOSED (1) #2/0
AWG COPPER
GROUNDING
ELECTRODE
CONDUCTCR
PROPOSED —
GROUND ROD
PROPOSED 240V, 1�, 200A 4
RECEPTACLE FOR GENERATOR f
CONNECTION J/ LOAD PP
PROPOSED 200A, 120/24OV, 1�, 24 1
CIRCUIT PPC WITH (2) MECHANICALLY
INTERLOCKED, 22 KAIC RATED MAIN
CIRCUIT BEAKERS. BRANCH CIRCUIT
BREAKERS SHALL BE RATED 22 KAIC.
PROPOSED 4
GANG METER
CENTER
PROPOSED
(2) # 1 AWG AND BTS
CA81NEf
(1) #8 AWG ONO
(3) #3/0 AND
(1) #6 GND
ISC = 11,445.7A
TO EXISTING
TELEPHONE
TELCO
PANEL
GROUND
NOTES
1. FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS.
2. ALLELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE
CODES, LAWS AND ORDINANCES.
3. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT
SHALL BE PVC SCHEDULE 80 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE
INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS.
4. CONDUITS INSTALLED AT BTS EQUIPMENT THAT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED
AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS.
* CONDUf1 SIZES SPECIFIED ON RISER DIAGRAM.
E -LINE DIAGRAM
1 ON
KJ . S
SITE NUMBER:
VOLTAGE:
MAIN BREAKER:
MOUNT:
ENCLOSURE TYPE:
PANEL STATUS:
I
20
I 0
I
O
O
lPROJ_
O
PROPOSED 240V, 1�, 200A 4
RECEPTACLE FOR GENERATOR f
CONNECTION J/ LOAD PP
PROPOSED 200A, 120/24OV, 1�, 24 1
CIRCUIT PPC WITH (2) MECHANICALLY
INTERLOCKED, 22 KAIC RATED MAIN
CIRCUIT BEAKERS. BRANCH CIRCUIT
BREAKERS SHALL BE RATED 22 KAIC.
PROPOSED 4
GANG METER
CENTER
PROPOSED
(2) # 1 AWG AND BTS
CA81NEf
(1) #8 AWG ONO
(3) #3/0 AND
(1) #6 GND
ISC = 11,445.7A
TO EXISTING
TELEPHONE
TELCO
PANEL
GROUND
NOTES
1. FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS.
2. ALLELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE
CODES, LAWS AND ORDINANCES.
3. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT
SHALL BE PVC SCHEDULE 80 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE
INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS.
4. CONDUITS INSTALLED AT BTS EQUIPMENT THAT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED
AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS.
* CONDUf1 SIZES SPECIFIED ON RISER DIAGRAM.
E -LINE DIAGRAM
1 ON
KJ . S
SITE NUMBER:
VOLTAGE:
MAIN BREAKER:
MOUNT:
ENCLOSURE TYPE:
PANEL STATUS:
13789
240V/120
200 AMP
SURFACE
NEMA 3R
NEW
MODEL NUMBER:
PHASE:
BUSS RATING:
NEUTRAL BAR:
N to GROUND BOND:
INTERNAL TVSS:
NORTHERN
1
200 AMPS
YES
YES
YES
TECHNOLO-3IES
WIRE:
A/C:
GROUND BAR:
0 9.22.17 PRELIM CDS
3
YES
YES
lPROJ_
10019
CHECKED BY: G.W.Clower, P.E. i
i
T LOAD DESCRIPTION
VOLTAMPS x 1.25 =
BREAKER BREAKER BREAKEF,
AMPS POLES STATUSL1
LOAD
WATTS)BREAKER
L2
STATUS
BREAKER
ES,
BREAKER
AMPS
LOAD
DESCRIPTION
CKT
1 BTS
VOLTAMPS
100 2
NEW
7,680
--
NEW
2
60
SURGE
SUPPRESSION
2
3 --
-- --
NEW
--
7,680
NEW
--
--
--
4
5 BBU 1
U__
20 2
NEW
1,360
--
NEW
1
20
METER
CENTER LIGHT/GFCI
6
7 --
-- --
NEW
--
1,500
NEW
1
2D
WORK
LIGHTS
8
9 SBU 2
20 2
NEW
860
--
NEW
1
20
GFCI
10
11 --
-- --
NEW
--
500
N/A
--
--
SPACE
12
13 SPACE
-- --
N A
--
--
N A
--
--
SPACE
14
15 SPACE
-- --
N/A
--
--
N/A
--
--
SPACE
16
17 SPACE
-- --
N/A
--
--
N/A
--
--
SPACE
18
19 SPACE
-- --
N/A
--
--
N/A
--
--
SPACE
20
21 SPACE
-- --
N/A
--
--
N/A
--
--
SPACE
22
23 ISPACE
-- --
N/A
--
--
N A
--
--
SPACE
24
PHASE TOTAL
9,900
9,680
500 SHENTEL WAY
P.O. BOY. 459
EDINBURG, VA 22824-0280
(.540) 984-5123
I COPYRIGHT 02016 TSGUARED SITE SERVICES,LLL I
r— SUBMITTALS
3 11.09.17 REOLINE REVISION I KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
0 9.22.17 PRELIM CDS
KE
lPROJ_
10019
CHECKED BY: G.W.Clower, P.E. i
i
SITE
INFORMATION:
AMHERST
SITE N0. 15149
219 ROUND HILL RD
WINCHESTER, VA 22502
LOAD CALCULATIONS
NOTES:
1. BRANCH CIRCUIT BREAKERS SHALL BE
SHEET TITLE:
LIGHTING
1,500
VOLTAMPS x 1.25 =
1,875
VOLTAMPS
RATED 22 KAIC MINIMUM.
2. ALL CIRCUIT BREAKERS SHALL MATCH
SINGLE LINE AND
RECEPTACLES _
720
VOLTAMPS x 1.00 =
720_
VOLTAMPS
DISTRIBUTION PANEL MANUFACTURER.
REC
2,000
VOLTAMPS x 1.00 =
2,000_
VOLTAMPS
"CLASSIFIED PRODUCT" BREAKERS SHALL
PANEL SCHEDULE
MMES _
15,360
VOLTAMPS x 1.25 =
19.200
VOLTAMPS
NOT BE USED.
I
_--
MOTOR—FAN _
U__
VOLTAMPS x 1.25 =
0
VOLTAMPS
3. ALL WIRE SIZES SHALL BE #12 UNLESS
SHEET
OTHERWISE SPECIFIED.
TOTAL LOAD (VA)
NUMBER:
23,79 5
TOTAL LOAD (AMPS)
PANEL SCHEDULE
��
�
9
AT 120/24011 1�
2 Ns.
.T
E-2
2" SPARE CONDAT (THREADED LB) —
ELECTRIC FLEX CONDUIT
FROM 2" CONDUIT STUD—UP
TO BTSIS TO BE 2" FLEX
WITH STRAIGHT CONNE:.TOR
3/4" LIQUID TIGHT
FLEXIBLE CONDUIT FOR
GROUNDING rTYP)
1 3"
2'-6" 1- —3'
4"
NEW METER CENTER TERMINAL
BOX SQUARE D EZM60OTB
NEW SQUARE D EZML114225
4 GANG METER BANK
NEW SERVICE LATERAL
F
— I 3
2'-4"
TELCO FLEXCONDUIT FROM 2" 1 3
3 BE 211 FLEXWITH
T ST UPLBOAiBTS
THESBTO )
TS
9,.
I�1M
� ®Lg
00
0000
N
z
L._J,
NEW GROUNDING ELECTRODE -
CONDUCTOR
NEW COPPER GROUNDING
ELECTRODE
33
q" L ^, 1..
3 3"
PROPOSED 2" POWER CONDUIT TO
POWERHOJSF PROPOSED 4" CONDUIT
FROM METER UNIT
PROPOSED 2" TELCO CONDUIT TO FITS
PROPOSED 4" CONDUIT FROM TELCO DEMARC
r,-') MMBTS EQUIPMENT PAD LAYOUT
DUAL 50OW LED LIGHT, (1) FIXTURE
INSTALLED - AIMEO AT TOWER
,-5., PIPE CAP (TYP)
NEW SQUARE D EZML114225 4
GANG METER CEPTER
NEW SHENTEL METER AND
J 200A CIRCUIT BREAKER
IN
P1000 GALVANII'ED UNISTRUT
(FIELD VERIFY MOUNT HEIGHTS)
LOAM AREA PAVED AREA
CE /
FINISH GRADE
8"0 M
SCHEDULE 80 CONDUITS FOR NEW ELECTRICAL -V J I_
AND FIBER SERVICES. PROVIDE APPROVED PULL I t
BOXES AS REQUIRED, AND COORDINATE 12" MIN
INSTALLATION WITH ALL UTILITY COMPANIES FOR
INTERFACING ES TERMINATION POINTS. PROVIDE
FULL LENGTH PULL ROPES.
PROPOSED 24"W UPPER
ICE BRIDGE
PROPOSED 1-5/8" GALV. STEEL
UNISTRUT WITH 1,/2" GALV. STEEL
U -BOLTS AND LOCK WASHERS
(TYP.)
PROPOSED ENS CAPS (TYP.)
F 6' MAX. -1
2'-7 Y2"Wx
11 t3/ie"Dx
3'-3 %"H
NEMA 3R FIBER
DISTRIBUTION BOX
6
TWO COURSES OF 1Y"
BITUMINOUS PAVEMENT
- 6 ML YELLOW MAGNETIC
WARNING TAPE "HIGH VOLTAGE"
fSAW/CUT TO STRAIGHT EVEN
EDGE BEFORE PAVING
8" GRAVEL BASE
12"
COMPACTED BACKFILL
- COMPACTED PROCESSED GRAVEL,
4" MIN. ON ALL SIDES
NOTE:
DETAIL AS SHOWN IS FOR
SECONDARY ELECTRIC SERV8,E.
L1 BURIED CONDUIT DETAIL
N 5
PROPOSED 3"0 ICE
BRIDGE POST (T)P)
®o
O O (2) PROPOSED 1Y2"0 LIGHTWEIGHT
FLEXIBLE CONDUITS FOR POWER
0000 AND FIBER 'N/(2) PULL STRINGS
3"0 GALVANIZED PIPE PER CONDUIT (i FIBER, 1 POWER)
OR RGS CONDUIT I N4 PROPOSED 16"0 CONCRETE
PROPOSED 1Y4'0 HYBRIFLEX — FOUNDATION (TYP)"
CABLES (TYP. OF 1 PER FINISH GRADE
SECTOR, TOTAL OF 3)
7'-D"
VARIES PER FROST DEPTH
J ® L"
3,.
-� 8 MIN. I
, UTILITY BACKBOARD DETAIL �11STRIBUTION BOX H -FRAME DETAIL
,,,.SHENTEL
500 SHENTEL WAY
P.O. BOx 459
EDINBURG. VA 22824-0280
(5401 984-5122.3
I
'F -Mimi) ISITZ '
811XVIC119, LIZ
I r #frame jrxe
C—YRICHT O 2016 T-SDUMED SITE SLR=15, LLC
�i SUBMITTAL::
3 11-09.17 REDLINE REVISION
KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
0 9.22.17 PRELIM COS
KE
I HHulk
NO. 10019
tCHECKED BY: G. W. Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
EQUIPMENT
DETAILS
SHEET
NUMBER:
E-3
i
ELECTRICAL SYNA1B0LS
\ 1a PROPOSED TOWER GROUND RING
\ 1b PROPOSED COMPOUND GROUND RING
0 #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING,
+:�) INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER.
0 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10"–O" O.C.
rt
TYPICAL EQUIPMENT GROUNDING DETAIL
N.T.S.
42 AWC COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE/FENCE POST.
.60 NEW 3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" PVC
07 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR.
1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR.
1'9 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON
TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES.
110 #2 AWG COPPER GROUND WIRE TO UPPER TOWER GROUND BAR
11 #2 AWG INSULATED STRANDED COPPER GROUND GATE JUMPER
12 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL)
13 TEST WELL WITH GROUNE BAR (2 TYPICAL)
14 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING
NOTES:
ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT
GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER.
;I- ALL INSTALLATIONS SHALL 3E FIELD VERIFIED.
-1- ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE.
4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS
REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT.
5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION
AND UNDERGROUND CONDUIT.
6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO TH= GROUND RING WITH #2 AWG INSULATED
STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS.
'- ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR.
8. KOPR–SHIELD ANTI–OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS.
9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTILIT!ZING THE PROPER CONNECTION/TOOL AND
MATERIALS FOR THE PARTICULAR APPLICATION.
10 -ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT.
HARDWARE FOR BOLTED CCNNECTIONS SHALL BE A MINIAUM OF 3/8" DIAMETER AND SHALL BE STAINLESS
STEEL.
11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR
SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT.
1 ?. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS
SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH
COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED.
13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE
FABRICATED OR MODIFIED IN THE FIELD.
14. THE GROUNDING CONNECTION TO THE POWER AND TELCD SECTIONS OF THE PPC CABINET SHALL BE MADE
BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH
COMPARTMENT.
15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE= CONDUIT, WITH THE
EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PiC
16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN "0 CONCRETE PFD.
2 GROUNDING NOTES
N.T.S.
E N T E L
500 SHENTEL WAY
P.O. BOX 459
EDINBURG, VA 2282--0280
(540) 9B4-5123
1 CORY MT 0 2010 T.SQUARED WE SEWCES, LLC
SUBP11TTALS
ABBREVIATIONS
®
GROUND TEST WELL WITH GROUND BAR
A
®
GROUND ROD WITH ACCESS
AWG
AMERICAN WIRE GAUGE
KE
1 9.22.17 REDLINE REVISION
ECTW
BARE COPPER TINP.ED WIRE
KE
XIT GROUND ROD
GPS
GLOBAL POSITIONING SYSTEM
®
GROUND ROD
FCS
PERSONAL COMMUNICATION SYSTEM
Qr
DISCONNECT- SWITCH
FPC
POWER PROTECTION CABINET
PRC
PRIMARY RADIO CABINET
C
METER ON METER/BREAKER UNIT
FWY
RACEWAY
CIRCUIT BREAKER
TYP.
TYPICAL
RGS
RIGID GALVANIZED STEEL
GEN
GENERATOR
E.MT
ELECTRICAL METALLIC TUBING
DWG
DRAWING
A
MECHANICAL ';"PE CONNECTION
I:;R
INTERIOR GROUND RING (HALO)
A.CCA
ANTENNA CABLE COVER ASSEMBLY
•
CADWELD TYPE CONNECTION
MICE!
MASTER ISOLATED GROUND BAR
----
GROUNDING WIRE
CIBGE
COAX ISOLATED GROUND BAR EXTERNAL
—--
CB INTERLOCKING MECHANISM
[ITS
BASE TRANSMISSION SYSTEM
GEN
GENERATOR
KEYED NOTES:
GR
GROWTH
PROPOSED GROUND RING
EICW
STRANDED INSULATED COPPER WIRE
\ 1a PROPOSED TOWER GROUND RING
\ 1b PROPOSED COMPOUND GROUND RING
0 #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING,
+:�) INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER.
0 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10"–O" O.C.
rt
TYPICAL EQUIPMENT GROUNDING DETAIL
N.T.S.
42 AWC COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE/FENCE POST.
.60 NEW 3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" PVC
07 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR.
1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR.
1'9 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON
TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES.
110 #2 AWG COPPER GROUND WIRE TO UPPER TOWER GROUND BAR
11 #2 AWG INSULATED STRANDED COPPER GROUND GATE JUMPER
12 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL)
13 TEST WELL WITH GROUNE BAR (2 TYPICAL)
14 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING
NOTES:
ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT
GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER.
;I- ALL INSTALLATIONS SHALL 3E FIELD VERIFIED.
-1- ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE.
4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS
REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT.
5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION
AND UNDERGROUND CONDUIT.
6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO TH= GROUND RING WITH #2 AWG INSULATED
STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS.
'- ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR.
8. KOPR–SHIELD ANTI–OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS.
9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTILIT!ZING THE PROPER CONNECTION/TOOL AND
MATERIALS FOR THE PARTICULAR APPLICATION.
10 -ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT.
HARDWARE FOR BOLTED CCNNECTIONS SHALL BE A MINIAUM OF 3/8" DIAMETER AND SHALL BE STAINLESS
STEEL.
11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR
SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT.
1 ?. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS
SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH
COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED.
13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE
FABRICATED OR MODIFIED IN THE FIELD.
14. THE GROUNDING CONNECTION TO THE POWER AND TELCD SECTIONS OF THE PPC CABINET SHALL BE MADE
BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH
COMPARTMENT.
15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE= CONDUIT, WITH THE
EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PiC
16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN "0 CONCRETE PFD.
2 GROUNDING NOTES
N.T.S.
E N T E L
500 SHENTEL WAY
P.O. BOX 459
EDINBURG, VA 2282--0280
(540) 9B4-5123
1 CORY MT 0 2010 T.SQUARED WE SEWCES, LLC
SUBP11TTALS
A
3 11-09.17 REDLINE REVISION
KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
10 9.22.17 PRELIM CDS
i
KE
NO.: "--- 10019
NO.:
CHECKED BY: G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
'GROUNDING PLAN
AND DETAILS
I
SHEET
NUMBER:
G-1
WEATHER PROOFING SHALL BE #6 AWG STRANDED COPPER
TWO—PART TAPE SUPPLIED WITH KIT. GROUND WIRE (GROUNDED TO
COLD SHRINK SHALL NOT BE USED. GROUND BAR) (SEE NOTE 1 & 'l)
TO PRIMARY CABINET
r� CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE
ANTENNA
SUPPORT PIPE
ANTENNA
� I I
CENTER SUPPORT
INSIDE SILO I
S I
1 I I
CABLE GROUND
KITS
#6 WIRE FROM
GROUND KIT TO
GROUND BAR #6 WIRE TO
/ / / / /
i GROUND BAR (TYP.)
HYBRIFLEX CABLE
LOWER EGB
(MOUNTED TO
TOWER)
UPPER EGB
(MOUNTED TO TOWER)
GROUND KIT LOCATED BEFORE
HORIZONTAL BEND
ICE BRIDGE/CABLE TRAY
FIBER
DISTRIBUTION
BOX
]UIPMENT
CABINET �\
CONDUITS I
(2) #2 AWG TINNED SOLID I I #2 AWG TINNED SOLID —��'
COPPER GROUND LEADS I I COPPER GROUND LEADS
TO EXISTING/PROPOSED TO EXISTING/PROPOSED
GROUND RING IN GROUND RING IN
LIQUID—TITE_ _ _ LIQUID—TITE _
� EOUIPMENT GROUND RING J
#2 AWG TINNED SOLID COPPER GROUND
TG'WER GROUND RING J LEADS TO EXISTING/PROPOSED GROUND
RING IN LIQUID—TITE (TYP.)
TYPICAL GROUNDING RISER DIAGRAM
TO ANTENNA — MONOPOLE ANTENNA GROUND
TO ANTENNA
NOTES:
HYBRIFLEX CABLE
DO NOT INSTALL CABLE GROUND KIT AT
O
A BEND AND ALWAYS DIRECT GROUND
KE
WIRE DOWN TO GROUND BAR.
WEATHERPROOFING KIT
1 9.22.17 REDLINE REVISION
(SEE NOTE 3)
GROUNDING KIT SHALL BE TYPE AND
t
PART NUMBER AS SUPPLIED OR
— CABLE GROUND KiT
RECOMMENDED BY CABLE
t. I
MANUFACTURE2.
p
WEATHER PROOFING SHALL BE #6 AWG STRANDED COPPER
TWO—PART TAPE SUPPLIED WITH KIT. GROUND WIRE (GROUNDED TO
COLD SHRINK SHALL NOT BE USED. GROUND BAR) (SEE NOTE 1 & 'l)
TO PRIMARY CABINET
r� CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE
ANTENNA
SUPPORT PIPE
ANTENNA
� I I
CENTER SUPPORT
INSIDE SILO I
S I
1 I I
CABLE GROUND
KITS
#6 WIRE FROM
GROUND KIT TO
GROUND BAR #6 WIRE TO
/ / / / /
i GROUND BAR (TYP.)
HYBRIFLEX CABLE
LOWER EGB
(MOUNTED TO
TOWER)
UPPER EGB
(MOUNTED TO TOWER)
GROUND KIT LOCATED BEFORE
HORIZONTAL BEND
ICE BRIDGE/CABLE TRAY
FIBER
DISTRIBUTION
BOX
]UIPMENT
CABINET �\
CONDUITS I
(2) #2 AWG TINNED SOLID I I #2 AWG TINNED SOLID —��'
COPPER GROUND LEADS I I COPPER GROUND LEADS
TO EXISTING/PROPOSED TO EXISTING/PROPOSED
GROUND RING IN GROUND RING IN
LIQUID—TITE_ _ _ LIQUID—TITE _
� EOUIPMENT GROUND RING J
#2 AWG TINNED SOLID COPPER GROUND
TG'WER GROUND RING J LEADS TO EXISTING/PROPOSED GROUND
RING IN LIQUID—TITE (TYP.)
TYPICAL GROUNDING RISER DIAGRAM
TO ANTENNA — MONOPOLE ANTENNA GROUND
I
�
BAR (CIG'BE) TOP OF
KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
MONOPOLE
KE
STANDARD GROUND KIT
o
(TYP) LUG
#6 AWG STRANDED Cu GROUND LUG OR
WIRE WITH GREEN, 60OV', EXOTHERMIC WELD
DISTRIBUTION BOX
THWN INSULATION (T`P)
ANTENNA GROUND
BAR (CIGBE) BOTTOM
COAX CABLE * OF MONOPOLE
C ;
FRONT VIEW
(TYP FOR ALL)
EXOTHERMIC WELD
(INSTALL GRD
TO SHELTER ENTRY #2 AWG Cu SOLID BARE
scaiE N.r.s.
PORT VIA TRAY OR TINNED COPPER WIRE
GROUND FEEDS
ICEBRIDGE MONOPOLE
THROUGH
IDOOR
#2 AWG BCW FOUNDATION
'
DISTRIBUTION BOX
SOLID TINNED #2 AWG BCW SOLID
GROUND RING
FRONT VIEW WITHWELD
TINNED EXOTHERMIC
REMOVED TO SHO
TO MONOPOLE
BASE PLATE
TO
BOR
#2AWG BTCW CADWELD
EXOTHERMIC WELD (TYP.)
TO BURIED GROUND
NOTE:
RING (SCR)
1. NUMBER OF GROUND BARS MAY VARY DEPENDING
ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND
CONNECTION ORIENTATION. PROVIDE AS REQUIRED.
ANTENNA CABLE GROUNDING
ll N. F
GRADE
z
MECHANICAL CONNECTION
^-'GROUND RING
#2 AWG BCTW
GROUND ROD
COPPERWELD
5/8"Ox10'—O" LONG
ROUND ROD DETAIL
N.1 S.
#2 TINNED COPPER
WIRE GOES INSIDE BOX
TO EXISTING DOUBLE
TERMINAL BLOCK.
UTILIZE SEAL—TITE AND
FITTING
FIBER DISTRIBUTION BOX GROUNDING DETAIL
N T.
-a. iH E T E L
500 SHENTEL WAY
.0. BOX 459
EDiNBURG, VA 2282-0280
(540) 9B4-5123
T11TE
a e cze,
C Hf HICAK 4 cI'ti ck
�.--• .•. SUBMrrrALS
It
I
3 11.09.17 REDLINE REVISION
KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
0 9.22.17 PRELIM CDS
KE
R PKUJ' 10019
NO.:
CHECKED BY: G.W.Clower, P.E. -
z
FLAT WASHER (TYP.) FLAT WASHER (TYP_) I
3/8"xt—Ya" HEX BOLT LOCK WASHER (TYP.)
GROUND BAR NUT (TYP.) SITE
INFORMATION:
EXPOSED BARE COPPER TO BE KEPT
GROUNDING CABLE TO ABSOLUTE MINIMUM, NO INSULATION AMHERST
ALLOWED WITHIN THE COMPRESSION SITE N0. 15149
TERMINAL (TYP.)
SECTON
Z19 ROUND HILL RD
WINCHESTER, VL, 22602
NOTES:
1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED.
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL MECHANICAL
CONNECTION LOCATIONS.
3. ALL CONNECTIONS TO GROUND BARS INSTALLED ON ONE SIDE ONLY
4. ALL GROUND LEADS SHALL FLOW IN A 'DOWNHILL" DIRECTION
TOWARDS THE MAIN GRCUND SOURCE.
GROUND WIRE TO GROUND BAR
N ,.5.
FSHEET TITLE:
GROUNDING
IDETAILS
SHEET
NUMBER:
G-2
FROM ANTENNA
NOTE:
DO NOT INSTALL CABLE GROUND KIT
AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO CIGBE.
JUMPE=R REQUIRED ONLY WHEN-/
1 1/4."0 AND LARGER (TYP.) FM WEATHERPROOFING
�K T, CABLEWAVE
(TYP.)
IfjI CABLEWAVE
CABLEWAVE CONNECT GROUND KIT (TYP.)
WEATHERPROOFING KIT (TYP.) (SEE NOTE)
AN ENNA CABLE TO
CABLE TRAY (TYP.)
AWG
HARGER BUSS BAR
MOUNTED NEAR/BELOW
ANTENNA
GROUNDING DETAIL
NT,
5 2
4
7/16"° o ^
0 ° 0 0 0 0 0
0 ° 0 0 0 0 °
�0 0 ;
3 1% 0 °-L 0 1
0 °
1
LEGEND
1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION.
2- INSULATORS.
3- 5/8" LOCKWASHERS.
4- WALL MOUNTING BRACKET.
5- 5/8-11 X 1" H.H.C.'S.BOLTS.
�
_ INSULATOR GROUND BAR DETAIL (AS REQUIRED)
�` N
8" DIA. x 24" DEEP
INSPECTION WELL P.V.C.
SOIL PIPE WITH CAP
OR EQUIVALENT
Q
EXISTING GRADE—\
0
CADWELD
(NP-)
5/8" DIA. x 10' LONG
COPPER CLAD GROUND ROD
CADWELD
#2 AWG SOLID TINNED COPPER
WIRE TEST LOOP EXTENSION
3/4" CRUSHED STONE OR
EQUAL FILL TEST WELL T
WITHIN 2" OF TOP OF GROUND
Lnnp WIRE
N
—r-
0 0I
`o
to #2 SOLID
00 TINNED
° CO'PER
i
#2 AWG SOLID TINNED
COPPER WIRE CADWELD
CONNECTION (TYPE -GT) TO
GROUND ROD
z GROUND TEST WELL DETAIL
N T `..
4
7/16" 3/4" • - 0 °
2 ° ° o
0 0 0 0 0 0 0
0 0
0 0 1J
LEGEND
1- COPPER GROUND BAR, Ya"X 4"X 20". HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION.
2- 5/8" LOCKWASHERS.
3- WALL MOUNTING BRACKET.
4- 5/8-11 X 1" H.H.C.S.BOLTS.
5 UNiNSULATED GROUND BAR DETAIL (AS REQUIRED)
N -T.&
ANDREW GROUNDING BAR
#UGBKIT2 OR EQUAL
ANTENNA MOUNT GROUND —
HYBRIFLEX CABLE
GROUNDING KITS m@
CADWELD
FOR LOWER EGB
TO GROUND RING
(TYP. OF 2)
C3 EQUIPMENT GROUND BAR
SPARES
TO ll#
lffi
GROUNDINGi o ✓`
SITE
,,,,HENTEL
Sk>nar.:wh Mor.ae LLC
500 SHENTEL WAY
P.O. BlljX 459
EDINBURG. VA 2162E-0280
(540) 984-5123
LLC
SUBMITTALS( SUBMITTALS S
3 11.09.17 REDLINE REVISION KE E
2 9.25.17 REDLINE REVISION
KE
1 9.22.17 REDLINE REVISION
KE
0 9.22.17 PRELIM CDS
KE
PRO.1. — –_' 10019
N 0.:
CHECKED BY: G.W.Cloner,
P.E.
,
_ 1 f CADWELD
TO GROUND RING
SITE PRO UGB KIT OR EQUAL
WITH HOLE PATTERN AND
STANDOFF INSULATORS AND
— CADWELD MOUNTING BRACKETS AS SHOWN
TO GROUND RING
�_ MASTER GROUND BAS'. (MGB)
N.T.S.
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE•.
GROUNDING
DETAILS
SHEET
NUMBER:
G -1-� ,i
PLANT TOP OF ROOT BALL
3 INCHES ABOVE FINISHED
DIAMETER
8"x1/2" WHITE PVC SECTION
STAKE TREE (3X @ 120) WITH STEEL
"TEE" STAKES DOUBLE GALV. WIRE —
TWIST IN MIDDLE WITH PLIERS TO
SECURE — ALLOW 1" TRUNK MOVEMENT.
ROUTE WIRE THRU FABRIC. PROTECT
TREE COLLAR W/GROMMETS. PLACE
STAKES 8" MIN.
INSTALL CROWN OF ROOTBALL 4"
ABOVE SURROUNDING FINISH GRADE.
3" WOOD MULCH, KEEP 6" FROM
TRUNK
OUTSIDE OF PIT EXCAVATION.
FINISHED GRADE
SUBSOIL
AMENDED SOIL — SEE SPECIFICATIONS
& PLANTING NOTES.
NOTE:
REMOVE ALL WIRE, TWINE & PLASTIC FROM ROOTBALL, AFTER PLANT
IS SET, PULL BACK AND REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL, SPLIT
REMAINING BURLAP. TREES WITH CRUMBLED OR BROKEN ROOTBALLS WILL BE REJECTED.
PRUNE DEAD OR DAMAGED LIMBS. COMPLETELY REMOVE WIRE BASKET.
PROVIDE 6" HIGH WATER RING IN BUBBLER IRRIGATED AREAS.
AREA TO BE MULCHED WITH BARK AND PLANTED
WITH A MIXTURE OF LOW GROWING SHRUBS
EVERGREEN TREE SCREENING
ARBORVITAE — EMERALD ARBORVITAE
— 48"-60" TALL @PLANTING
APPROXIMATELY 9 TREES
GROWTH RATE— MODERATE
— MATURE HEIGHT — 10-15 FT
MATURE SPREAD — 3-4 FT
n EVERGREEN TREE PLANTING
N.T.S.
NOTES:
1. FINAL DECISION ON TREE STYLE TO BE MADE BY SHENTEL
2. ALL TREES AND SHRUBS SHALL BE PLANTED IN BARK MULCH
BEDS @ 8'-0 O.C.
3. ALL LANDSCAPE AREAS LOCATED ALONG THE PERIMETER OF THE
FENCE SHALL SLOPE AWAY FROM THE FENCE,
4. THE PREPARATION OF ALL SEEDBEDS SHALL BE IN ACCORDANCE
WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
5. ALL TREES SHALL BE PROPERLY GUYED AND STAKED, AND THE
TREE TRUNKS SHALL BE WRAPPED FROM THE GROUND SURFACE
UP TO THE LOWEST BRANCHES.
6. MULCH SHALL BE SHREDDED BARK.
3 GENERAL NOTES & SYMBOLS
NT,,
EMERALD ARBORVITAE OVERALL DESCRIPTION
PYRAMIDAL ARBORVITAE REACHING 10-15 FT, WITH A SPREAD OF 3-4 FT. BRIGHT, LUSTROUS, DEEP
GREEN FOLIAGE WITH LITTLE OR NO DISCOLORING IN WINTER- COMPACT, DENSE GROWTH. EXCELLENT
SCREEN OR WINDBREAK WHEN SPACED 2 TO 3 FEET APART. VERY POPULAR TREE — VERY EASY TO
GROW WITH A MODERATE GROWTH RATE. MATURE SPECIMENS NOTED TO BE COLD HARDY TO AT LEAST
—40 F. INTRODUCED IN 1950 IN POULSEN, DENMARK.
PLANT FACTS & SPECIFICATIONS
MATURE HEIGHT 10 — 15 FT
. MATURE WIDTH 3 — 4 FT
. GROWTH RATE : MODERATE ( 6" — 12" AVG PER YR )
• HARDINESS ZONES : 4 — 8
• SUN EXPOSURE : FULL TO PARTIAL SUN
• SOIL PREFERENCE : AVERAGE TO SLIGHTLY SANDY & ACIDIC — WELL DRAINED
• FOLIAGE COLOR & TEXTURE : EVERGREEN — SOFT, BRIGHT GREEN, AND ARRANGED IN SOMEWHAT
VERTICAL FANLIKE SPRAYS.
• FLOWER, CONE, OR BERRY FACTS : CONES — VERY SMALL CONES NOTED ON OLDER SPECIMENS
6 — 7 YRS & UP ). CONES BEGIN AS A GREEN COLOR, AND RIPEN TO A COPPERY BROWN
COLOR.
• DISEASES / INSECTS : SUBJECT TO BAGWORMS, LEAF MINER, AND SPIDER MITES. ALSO A KNOWN
FAVORITE FOR DEER BROWSING.
• RECOMMENDED SPACING : 3 FT APART RECOMMENDED FOR MOST TYPICAL PRIVACY SCREEN OR
BORDER PLANTINGS.
• DEER RESISTANCE RATING : LOWEST RESISTANCE [ 1 — 2 — 3 — 4 — 5 — 6 — 7 — 8 — 9 —
10 1 HIGHEST RESISTANCE
FERTILIZATION /FEEDING :
FOR MAXIMUM HEALTH Sc HARDINESS, WE HIGHLY RECOMMEND POOPEAS FOR USE WITH ALL OF
EVERGREEN SPECIES. HOWEVER, EITHER WATER SOLUBLE ( MIRACLE GRO, OR EQUIVALENT ), OR
GRANULAR FERTILIZERS ( HOLLY TONE IS EXCELLENT ) ARE ALSO GOOD OPTIONS. MOST ANY
GRANULAR FERTILIZERS WITH A 6 — 12 — 12, OR 10 — 10 — 10 RATIO ARE ALSO ACCEPTABLE.
BEST TO FERTILIZE IN EARLY SPRING, .AND AGAIN IN MID FALL — AVOID FEEDING STANDARD CHEMICAL
FERTILIZERS DURING HOT SUMMER MONTHS, AND DIRECTLY AFTER TRANSPLANTING. POOPEAS MAY BE
USED AT ANYTIME.
2 EMERALD ARBORVITAE OVERALL DESCRIPTION
MAINTENANCE OF LANDSCAPING
. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY SHENTEL.
. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES AND PEDESTRIANS.
DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
o REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION.
REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION, UP TO 5" CALIPER.
,- LANDSCAPE MAINTENANCE
N.'P.S.
�PIIENTE L
500 SHENTEL WAr
P.O. BOX. 459
EUNBURG, VA 22824-0280
(540) 984-512;
3 11.09.17'REDUNE REVISION I KE
2 9.25.17 REDLINE REVISION
KE
1 9.22.17: REDLINE REVISION
KE
0 9.22.17: PRELIM CDS
KE
NO.: 10019 I
CHECKED BY: G.W.Clower, P.E.
_�
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22502
f SHEET TITLE: I
GENERAL I
LANDSCAPING f
I) SHEET
NUMBER: i
LI �
TREE PITS SHALL BE AT
_EAST 2 FEET GREATER
N DIAMETER THAN BALL
SIZE, AND AT LEAST 2
1/2 FEET BELOW FINISH
3RADES.
NOTE:
AFTER REMOVAL OF BURLAP, TREE SHALL BE
PLANTED IN TOPSOIL. TREE SHALL BE GUYED
AND PRUNED_ THE SOIL IS GRADED IN THE
FORM OF A DISH TO CONSERVE WATER.
n TRANSPLANTING TREE DETAIL
TURNBUCKLL O
TWISIFD WIR
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+A 1111 I'RI7,11. I:1 LOCATION, FREE OF DISEASE,
c'.1^. AND IARVAI
t I'1 .1111 Dlll: Willi A FIRM NATURAL BALL, LARGE
i'nn All 1111111/0'; AND FEEDING ROOTS.
I •.
1 , .TIY MAU'.fit D IN SIZE, SPREAD AND BRANCH
/ 71111 •+- • .
-. rr „n PI AlW, WI,NERFD THAT CANNOT BE PLANTED
YtI: • •
,• _ ; Rn111:IPD Willi SOIL. STRAW OR OTHER
A',t1
AA1 i z •, :.
''€di I`; 171- A TYPE THAT ARE SLOW GROWING,
lwuarl) :!r;-14'::-uuu+)
law WAIL. 11 CONSUMPTION AND COMMONLY
W
I'I,ft
�. N+ -,oil ;Ti%-•
.; I': .11,WN, 1111.1 OF WEEDS, STONES, ROOTS. AND
AI+ ,Nit'.^.-1'IAI`•i
.: 1. 1.
I U 1 H y W 1 xl
1 4V: inn , 1 RI 1 1 ROM DISEASE AND MIXED TO
1'M"-IMIN UTAl ins vmi•i IIitt COVERAGE FOR THE GRASS TYPE
tntA11A�11,MG
1.111
1 MMI c,
.. a - mil , ED(F TO EDGE AND WITH STAGGERED
NMj'.''.
. I u • I(-1f,I I -)N1AIA WITH SOD BED BY TAMPING
UM .fir ,, -<•
_. = • I If nN f,; WITH ORGANIC HUMUS-
•
- A. :-,ON AS EXCESSIVE DRYING IS EVIDENT.
• -..
:r:r 1•I ;_; WAFERED UNTIL GRASS IS ESTABLISHED.
- u 1+1 .111)M O.
- I:1iN 7 1 ',Of) SHALL BE STAKED IN PLACE UMIL
^Ileal
'rrM -
r, n: ni IN•, APPROPRIATE FOR THE SEASON AND
x,1
---.: n,•^r '. , A', 10 PRODUCE A LAWN WITH FULL
W, 1. NOT AND THOROUGHLY WATER AREA.
I u•r1
+: W MuI CH STRAW MUST BE KEPT WET
.401
+411
1
... !.. f 1 ROI RATION AND LIME APPLICATIONS
-
•. ..;. e.4 ,n lit RTfAINED AND TREATED FOR THE
,. ,. - ...
r,I,tr I1• •:1041',, AND REFUSE. AERATE SOIL
• -
r r> I11, TNT -1 IOP SOIL. INFILL SEED AT HALF
I xl Air: +1
;Ali l) PRIOR TO EXCAVATION.
t �.• -
^'+-141111 Willi A SOIL MIXTURE OF 2/3
1141, i ; i'I. AI MOSS (BY VOLUME) WITH
G - FERTILIZER FOR EACH
,
XI.CUTED IN 6 LAYERS, EACH
I
r 1 400.:111 Y WATERED.
1 ,r•+•
PIANIS ARE TO 14AVE THE TOP 1/3 OF -
r
a tM 111E TOP OF THE BALL AFTER PLANT IS
• - - ^ --
-. .n I, JIM, TOWARD PUBLIC (STREET AND PARKING
•..
_. ,. I Al'11ARANCE AND SYMMETRICAL FORM,
. Ni 1 °i
::N; I '4URUBS ARE TO HAVE A 4- HIGH EARTH
InAV, II R. FORMED AROUND THE PIT AND FILLED
AI 4'1R OR LARGER ARE TO BE PROPERLY GUYED
1=- "+r'. ;J, I I BE WRAPPED FROM THE GROUND UP
.- ..• A' N-,-,1,. ',UCKERS, BROKEN OR BADLY DAMAGED
A, PI+n-IMMELY 1/3 OF LAST SEASON'S GROWTH
• , .1'=i tfltl(; BRANCHES.
- - - L• 1 )I I, BARK: PINE, HARDWOOD OR OTHER
1 - , . • +I+ u u I_NGINEFR.
l IMI It D UP- SHALL BE OF SJFFICIENT
y, qui ItAVI. GROWTH STRUCTURE AFFECTED.
.• - - , ' �' Ar' xI DIAMETER WITH TREE PAINT. PAINT
OI M ROSENE, NEOSATE OR OTHER
1 r. i. n. •• I . „ ,-,U! l INfll ;UBSTANTIAL COMPLETION IS
1 a'; •I, •,4 1,.:.*'.. ,1 '.. TREFS, SHRUBS, ETC.) INCLUDING
x.,144, I'MINING, CLEA14ING UP AND OTHER
vl: A '.0 I rr < ^411 All WORK INCLUDING IRRIGATION SYSTEM,
1 A AW, 011 MAU RIAI S IN WRITING FOR ONE FULL
v:� .§P • 1 (
I0 I I At LNDAR YEAR WHICH EVER IS LONGER
ite WNr,=•'rIY i11•::,I+ 1i "I , IIMMI NCE ON THE DATE OF SUBSTANTIAL
, 1Mi'I 11114 111 111 Ili ; AT IA I IOU OF THE LANDSCAPE AND IRRIGATION
.C.11 M
COHINN. 1114 '.IIAI I N,1 ! *1” NA IU lHE: OWNER REPLACE WITH LIKE
MAI I. RIAI ANf I'PMA(411. IW.i A .11) OR DEAD PLANT OR GRASS AREAS
WHICH 01:1: UR°I WITHIN HIT WALI,ANIY IIFRIOD. ALL REPLACEMENT
MAIL RIAL SfIALI 131 WARir',NII O II.R THE SAME ORIGINAL REQUIREMENTS
BIGINNINC, WI1H fill ['All nl II'. IN$fAL.LATION.
LANDSCAPING NOTES
N.T.S.
--,,,.,k HENTEL
_ne,:—man tx+ma LLC
500 SHENTEL WAY
P.O. BOA 459
FDWBURG, VA 22824-0280
(540) 984-5123
ALS
�3 111.09.171REDUNE REVISION I KE
2 9.25.171REDLINE REVISION KE
1 9.22.17 REDLINE REVISION KE
0 9.22.17 f PRELIM CDS KE
PROJ. 10019
NO.:
CHECKED BY:
G.W.Clower, P.E.
SITE
INFORMATION:
AMHERST
SITE NO. 15149
219 ROUND HILL RD
WINCHESTER, VA 22602
SHEET TITLE:
GENERAL
LANDSCAPING
f SHEET iI
NUMBER:
L-2