HomeMy WebLinkAbout14-04 Design PlanI
SITE INFORMATION I
OWNER
SITE I.D.:
SITE NAME:
APPLICANT.
SI -�E ADDRESS:
COUNTY.
LATITUDE:
LONGITUDE:
ZONING CLASSIFICATION:
ZONING JURISDICTION:
TAXMAP:
AREA OF CONSTRUCTION:
SHENANDOAH UNIVERSITY
1460 UNIVERSITY DRIVE
WINCHESTER, VA 22601
1253
SHENANDOAH UNIVERSITY
CINGULAR WIRELESS
7150 STANDARD DRIVE
HANOVER, MD 21076
1460 UNIVERSITY DRIVE
WINCHESTER, VA 22601
FREDERICK
39' 9' 55.9"N
78' 9' 13.8"W
HE
FREDERICK COUNTY
64-A-110
tF300 s.t.
ENGINEER: CLOUGH HARBOUR & ASSOCIATES LLP
10800 MIDLOTHIAN TURNPIKE, SUITE 303
RICHMOND, VA 23235
CONTACT: WILLIAM L. RUCH III, P.E
PHONE: (804) 897-3564
DRIVING DIRECTIONS
FROM STANDARD DRIVE TAKE MD -100 W. MERGE ONTO
US -29 N/COLUMBIA PIKE MERGE ONTO 1-70 W. MERGE
ONTO US -340 W, EXIT 52, TOWARD
CHARLESTOWN/LEESBURG MERGE ONTO US -340 &
MERGE ONTO VA -7 W TOWARD WINCHESTER. MERGE
ONTO 1-81 S TOWARD ROANOKE. MERGE ONTO US -17
N/MILLWOOD AVE/US-50 W. EXIT 313B TURN RIGHT
ONTO UNIVERSITY DRIVE.
PROJECT DESCRIPTION
THIS PROJECT WILL INSTALL NEW
TELECOMMUNICATIONS EQUIPMENT AT A PROPOSED
TELECOMMUNICATIONS SITE. TWELVE ANTENNAS WILL
BE INSTALLED ON THE TOWER. ONE 10'x20' EQUIPMENT
SHELTER WILL BE ADDED TO THE SITE. ASSOCIATED
POWER AND TELEPHONE CIRCUITS WILL BE ADDED
WITHIN THE SITE.
T
cingular
PROJECT NAME: SHENAN'CAH UNIVERSITY SITE ID# 12..53
PROJECT TYPE: NEW COMMUNICA.190N TOWER
PROJECT LOCATION: '1460 111UNNIYERSITY DRIVE
WINS ESTER, VA 22601
CiNGULAR WIRELESS
CONSTRUCTION APPROVAL
PPINT NA�AE
SIGNATURE DATE
LINGULAR WIRELESS
RIFAPPROVAL
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SIGNA ruRE DATE
UNIVERSITY APPROVAL
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LOCATION
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05 / 26 / 04
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05 / 26 / 04
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GENERAL NOTES
2
05 / 26 / 04
RSP
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2
05 / 26 / 04
C08
SEDIMENT & EROSION CONTROL NOTES
2
05 / 26 / 04
C09
SEDIMENT & EROSION CONTROL PLAN
2
05 / 26 / 04
C10
SHELTER LAYOUT
2
05 / 26 / 04
Feo therbe d Cane
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2
05 / 26 / 04
E02
GROUNDING PLAN
2
05 / 26 / 04
E03
SITE
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05 / 26 / 04
E04
LOCATION
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05 / 26 / 04
E05
ELECTRICAL DETAILS
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05 / 26 / 04
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ELECTRICAL DETAILS
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NO SCALE
CiNGULAR WIRELESS
CONSTRUCTION APPROVAL
PPINT NA�AE
SIGNATURE DATE
LINGULAR WIRELESS
RIFAPPROVAL
PRINT Nl+Mc
SIGNA ruRE DATE
UNIVERSITY APPROVAL
PRINT
SIGNATURE DILE
RAA 26, 201041
DRAWING
PROJECT CONTACTS
C9IGLtM RFPRESOiTATIVE
SHEET
NO:
SHEET
TITLE
TONER ONPER CONTACT
DON CORBIN CONSTRUCTION MANAGER
CNA PROJECT MANAGER
(410)-262-5119
don.corbin@cingulor.com
ELECTRICAL COMPANY
WILLIAM L. RUCH III ASSOCIATE
CMGULAR CONSTRUCTION MANAGER
(804) 897-3564
wrach�kho-llp.aom
ALLEGHENY
TELEPHONE COMPANY
BUD GILL CONSTRUCTION MANAGER
(410)-245-9977
bud.gill@cingular.com
VERIZON
RAA 26, 201041
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS &
X cingularTM
WIRELESS
VeIOciTel
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CLOUGH. HARBOUR
&ASSOCIATES LLP
ENGNEEFS. R.ANEFS 6
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CFI .> oROJECT NO:
12760 - 1030 - 1601
N0. SUBMITTAL
1 04/23/04 85% CAD
BY:MJO CHK:JDH APP'D:WER
2 05/26/04 ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
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162
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IT IS A VIOLATION F LAW FOR ANY PERSON,
UNLESS THEY ARE AfTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDIN; SHEET TITLE
WITH THE WORK OR BE RESPONSIBLE FOR SAME
TITLE SHEET
VA MISS UTILITY OF VIRGINIA
SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER
C
1-800-552-7001 T01
DRAWING
INDEX
SHEET
NO:
SHEET
TITLE
REVISION HISTORY
NO: F DATE
T01
TITLE SHEET
2
05 / 26 / 04
S01
EXISTING CONDITIONS
2
05 / 26 / 04
S02
SITE PLAN
2
05 / 26 / 04
CO1
ENLARGED SITE PLAN
2
05 / 26 / 04
CO2
TOWER ELEVATION & DETAILS
2
05 / 26 / 04
CO3
STRUCTURAL DETAILS
2
05 / 26 / 04
C04
STRUCTURAL DETAILS & NOTES
2
05 / 26 / 04
C05
STRUCTURAL NOTES
2
05 / 26 / 04
C06
GENERAL NOTES
2
05 / 26 / 04
C07
RF SCHEDULE & DETAILS
2
05 / 26 / 04
C08
SEDIMENT & EROSION CONTROL NOTES
2
05 / 26 / 04
C09
SEDIMENT & EROSION CONTROL PLAN
2
05 / 26 / 04
C10
SHELTER LAYOUT
2
05 / 26 / 04
E01
POWER & TELEPHONE PLAN
2
05 / 26 / 04
E02
GROUNDING PLAN
2
05 / 26 / 04
E03
ELECTRICAL DETAILS
2
05 / 26 / 04
E04
ELECTRICAL DETAILS
2
05 / 26 / 04
E05
ELECTRICAL DETAILS
2
05 / 26 / 04
E06
ELECTRICAL DETAILS
2
05 / 26 / 04
E07
ELECTRICAL DETAILS
2
05 / 26 / 04
E08
ELECTRICAL SPECIFICATIONS
2
05 / 26 / 04
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS &
X cingularTM
WIRELESS
VeIOciTel
L :A
CLOUGH. HARBOUR
&ASSOCIATES LLP
ENGNEEFS. R.ANEFS 6
t ANCISGAPE PRp-viEGTS
CFI .> oROJECT NO:
12760 - 1030 - 1601
N0. SUBMITTAL
1 04/23/04 85% CAD
BY:MJO CHK:JDH APP'D:WER
2 05/26/04 ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
:
T '
ag
162
.f
IT IS A VIOLATION F LAW FOR ANY PERSON,
UNLESS THEY ARE AfTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDIN; SHEET TITLE
WITH THE WORK OR BE RESPONSIBLE FOR SAME
TITLE SHEET
VA MISS UTILITY OF VIRGINIA
SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER
C
1-800-552-7001 T01
APPROX.
TRUE
PPPR�X 1 V
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MAPPING NOTE
1. BASEMAP INFORMATION OBTAINED FROM THE FREDERICK COUNTY DEPARTMENT OF PLANNING
ON MAY 25, 2004.
2. NORTH ORIENTATION BASED ON NOTE NO. 1
3. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY
WOULD DISCLOSE. PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE.
4. SUBJECT TO ANY STATE OF FACTS THAT AN UP—TO—DATE ABSTRACT OF
TITLE WOULD DISCLOSE.
5. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD.
6. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR &
ASSOCIATES LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE.
7. NOT TO BE USED FOR LAND TRANSACTION PURPOSES.
1 EXISTING CONDITIONS
NU t�UALL
PARENT PARCEL OWNERS:
10 OWNER: SHENANDOAH UNIVERSITY
1460 UNIVERSITY DRIVE
WINCHESTER, VA 22601
TAX MAP/PARCEL: 64 A 110
DEED BOOK—PG: 553-314
ZONING: HE
AREA: 22.40 ACRES
ADJACENT PARCEL OWNER:
O2 OWNER: SHENANDOAH UNIVERSITY
1460 UNIVERSITY DRIVE
WINCHESTER, VA 22601
TAX MAP/PARCEL: 54 A 141A
DEED BOOK—PG: 656-256
ZONING -HE
AREA: 7.50 ACRES
OOWNER: WINCHESTER GOLF CLUB
1300 SENSENY RD
WINCHESTER, VA 22602
TAX MAP/PARCEL: 54 A 141
DEED BOOK—PG: NO DATA
ZONING: RA
AREA: 54.55 ACRES
04 OWNER: PEMBRIDGE HEIGHTS
HOMEOWNERS ASSOC.
P.O. BOX 3838
WINCHESTER, VA 22604
TAX MAP/PARCEL: 64A 12 3 209A
DEED BOOK—PG: 747-876
ZONING: RP
AREA: 1.15 ACRES
50 OWNER: HAINES, JOHN & PAMELA
114 PRICE DRIVE
WINCHESTER, VA 22602
TAX MAP/PARCEL: 64A 12 3 209
DEED BOOK—PG: 756-1448
ZONING: RP
AREA: NO DATA
O6 OWNER: GOCHENOUR, ROBERT & JACQUELINE
111 PRICE DRIVE
WINCHESTER, VA 22602
TAX MAP/PARCEL: 64A 12 3 210
DEED BOOK—PG: 728-1466
ZONING: RP
AREA: NO DATA
O7 OWNER: HOVATTER, ONA CARLTON & MARGARET
105 PRICE DRIVE
WINCHESTER, VA 22602
TAX MAP/PARCEL: 64A 12 3 211
DEED BOOK—PG: 755-1435
ZONING: RP
AREA: NO DATA
DOWNER: SHENANDOAH UNIVERSITY
1460 UNIVERSITY DRIVE
WINCHESTER, VA 22601
TAX MAP/PARCEL: 64 A 109
DEED BOOK—PG: NO DATA
ZONING: RP
AREA: 0.62 ACRES
O9 OWNER: APPLE BLOSSOM PROPERTIES, LP
370 NEFF AVE STE U
HARRISONBURG, VA 22801
TAX MAP/PARCEL: 64 A 107
DEED BOOK—PG: 624-504
ZONING: B2
AREA: 1.13 ACRES
10 OWNER: MILLWOOD, LLC
1323 JAMESTOWN RD STE 101
WILLIAMSBURG, VA 23185
TAX MAP/PARCEL: 64 A 107A
DEED BOOK—PG: 954-1468
ZONING: B2
AREA: 3.22 ACRES
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CHA PROJECT NO.
12760 — 1030 — 1601
NO.
SUBMITTAL
104/23/04
1
859 CAD
BY:MJO
CHK:JDH APP'D:WLR
2
05/26/04 ISSUED FOR REVIEW
BY:
DSS I CH K:JDH APP'D:WLR
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IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
�HENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
EXISTING CONDITIONS
SHEET NUMBER
S01
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EXISTING
TRANSFORMER
PROPOSED CINGULAR
1 1 BACKBOARD WITH 400A
E07 Eot METER AND DISCONNECT
(FUSED FOR 3OOA)
FE01
PROPOSED CINGULAR
UNDERGROUND POWER
AND TELCO CONDUITS -
NOTE:
EXISTING STADIUM
PROPOSED TELCO ROUANG EXISTING
FROM UNIVERSITY DEMARC SIDEWALK
�.
EX/SANG LIGHT POLE TO BE
REPLACED WITH A 125' TALL
MONOPOLE. LIGHTS TO BE
REL OCAARED ON NEW MONO—
POLE AT EXISANG HEIGHT OF 60'
[GO2
PROPOSED 125'
MONOPOLE/L/GHT
1 2 PROPOSED 10�r2OWO'_6"
HIGH CINGULAR SHELTER II��
C04 C04 ON A CONCRETE SLAB
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EXISTING 3
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EXISTING ELECTRICAL EXISTING 6'
EQUIPMENT SHED HIGH FENCE
,/-GRASS-/ CINGULAR TO UAL/ZE
EX/SANG ACCESS AND
PARK/NG AREA
1- SHELTER MUST MATCH EXISTING PRESS
BOX IN ARCHITECTURAL STYLE AND
FINISH. NO STONE WILL BE USED AROUND
SHELTER. GRASS WILL BE REPLACED
AROUND SHELTER WHERE DISTURBED.
GENERAL NOTES:
1. THE PLANS SHOW SOME SUBSURFACE STRUCTURES, ABOVE—GROUND STRUCTURES AND/OR OTHER
FEATURES FROM FIELD MEASUREMENTS AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY
FROM THE LOCATIONS INDICATED. IN PARTICULAR THE CONTRACTOR IS WARNED THAT THE EXACT
LOCATION OF SUCH EXISTING FEATURES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR
MAY NOT BE SHOWN, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROCEED WITH GREAT
CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL MISS UTILITY
FOR THE MARKING OF EXISTING UTILITY LOCATIONS.
2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE
SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE
EXPRESSED APPROVAL OF THE ENGINEER.
3. WORK SHALL COMPLY WITH CURRENT ISSUES OF ALL APPLICABLE CODES, ORDINANCES, AND
REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITIES HAVING
JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR.
....... - .......... % ---....
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4. CLOUGH HARBOUR & ASSOCIATES LLP (CHA) HAS NOT CONDUCTED, NOR DOES IT INTEND TO
CONDUCT ANY INVESTIGATION TO DETERMINE THE PRESENCE OF ANY HAZARDOUS MATERIAL
INCLUDING BUT NOT LIMITED TO ASBESTOS AND PCB'S WITHIN THE CONFINES OF THIS PROJECT. CHA
WILL NOT ACCEPT ANY RESPONSIBILITY FOR THE ABATEMENT OR RESULTING CLAIMS FOR DAMAGES
OR LOSSES AS A RESULT OF THE PRESENCE OF HAZARDOUS MATERIALS. IF EVIDENCE OF
HAZARDOUS MATERIALS IS DISCOVERED, SUSPEND WORK AS REQUIRED BY GOVERNING STATUTES, AND
NOTIFY THE CINGULAR REPRESENTATIVE. DO NOT PROCEED WITH WORK UNTIL INSTRUCTED BY THE
CINGULAR REPRESENTATIVE.
5. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED OTHERWISE. ALL
WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF
PROPOSED UNDERGROUND 2 3 TWELVE MONTHS FOLLOWING SUBSTANTIAL COMPLETION OF PROJECT OR AS SPECIFIED. THE
COAX ROUANG TO TOWER CO3 CO3 CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS
IN MATERIALS OR WORKMANSHIP WITHIN THE WARRANTY PERIOD.
EXISTING PRESS BOX
6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR ARE TO BE RESPONSIBLE FOR VERIFYING
EXISTING SITE CONDITIONS AND DIMENSIONS AND THE LOCATION OF BURIED UTILITIES AT THE JOB
—RESTORE ANYDIS TURBED
SITE PRIOR TO THE COMMENCEMENT OF WORK. NOTIFICATION MARKING TO BE DONE BY MISS UTILITY.
AREAS /N KIND TYP
NO CLAIMS FOR EXTRA COMPENSATION FOR WORK RESULTING FROM CONFLICTS AND OMISSIONS WHICH
COULD HAVE BEEN DISCOVERED BY FIELD VERIFICATION AND INSPECTION, WHETHER INDICATED ON THE
—PROPOSED CINGULAR CPS
CONTRACT DOCUMENTS OR NOT, WILL BE ENTERTAINED OR PAID.
ANTENNA ATTACHED TO
O
SHELTER (TYP. FOR 2)
CO3
7. FOLLOW MANUFACTURERS' PRINTED SPECIFICATIONS AND INSTRUCTIONS EXCEPT WHERE SPECIFIED
OR INDICATED ON CONTRACT DOCUMENTS. COMPLY WITH THE MOST STRINGENT INSTRUCTIONS.
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8. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR
�GRASSJ
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK.
-_
9. THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS AMONG THE LOCATIONS OF ANY
MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED
EXISTING 8' DOUBLE
CLEARANCES AND CONSTRUCTION TOLERANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED.
SWING GATE
NOTIFY CINGULAR REPRESENTATIVE OF ANY CONFLICTS. CINGULAR WIRELESS RESERVES THE RIGHT TO
MAKE MINOR MODIFICATIONS TO THE DESIGN WITHOUT ALTERING THE CONTRACT PRICE.
10. DO NOT SCALE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO
THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE
CONFIRMED WITH SITE MEASUREMENTS. VERIFY WITH CINGULAR REPRESENTATIVE AS APPLICABLE.
EXISTING 20' ACCESS
11. THE CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN UP OF SITE AND REMOVAL AND DISPOSAL
ROAD AND TURN AROUND
OF ALL CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL
THOROUGHLY CLEAN THE BUILDING SITE AND ANY ?OTHER SURROUNDING AREAS TO THE
SATISFACTION OF CINGULAR WIRELESS.
12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING ANR SHALL VE PROTECTING ALL
WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC., ACCORDING TO
APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
13. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE,
LOCAL AND OSHA CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS.
14. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES TO THE EXISTING FACILITY AND
INSTALLATIONS RESULTING FROM CONSTRUCTION AND GENERAL NEGLIGENCE. REPAIR ALL DAMAGES
AND RESTORE FACILITY AND INSTALLATIONS TO THE SATISFACTION OF CINGULAR WIRELESS AND
LANDLORD AT NO EXTRA CHARGE. NOTIFY CINGULAR REPRESENTATIVE AND TOWER OWNER OF ANY
SUCH DAMAGES PROMPTLY. REPAIR TO 100% SATISFACTION IMMEDIATELY.
BASEMAP NOTES:
1. BASEMAP INFORMATION OBTAINED FROM A MARCH 10, 2004 SITE VISIT PERFORMED BY CLOUGH,
HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY.
1 SITE PLAN
GRAPHIC SCALE
20 0 10 20
IN FEIM
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CHA PROJECT NO:
12760 -1030 -1601
N0. SUBMITTAL
1 04/23/04 85% CAD
BY: MJO I CHK: JDH APP'D: WLR
2 05/26/04 1 ISSUED FOR REVIEW
BY: DSS It—.HK—,IDH APP'D: WLR
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IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
HENANDOAH UNIVERSIT'
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ENLARGED SITE PLAN
SHEET NUMBER
C01
PROPOSED CINGULAR RAD CENTER AT 123=0" B
AGL (CONTRACTOR TO ICER/FY LOCATION OF
CABLE PORTS. INSTALL NEW CABLE PORTS PER
MANUFACTURERS RECOMMENDATION)
PROPOSED FUTURE CARRIER
RAD CENTER AT 110 -O" AGL
PROPOSED FUTURE CARR/ER
RAD CEN7FR AT 95=0" AGL
+1
in
Lr PROPOSED FUTURE DISH
ANTENNA AT 80=0" AGL
W
SUBMITTAL
104/23/04
o
PROPOSED FUTURE DISH
o
AN7FNNA AT 70'- 0 A 6
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05/26/04 ISSUED FOR REVIEW
BY:
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--- — RELOCATED LIGHTS
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PROPOSED 125'
~
MONOPOLE/UGHT POLE
EXISTING
PRESS BOX
PROPOSED CINGULAR
EQUIPMENT SHEL 7ER
PROPOSED UNDERGROUND
COAXIAL CABLES
FTI TOWER ELEVATION
NO SCALE
- THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY.
- BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BE/HAVE BEEN DESIGNED BY OTHERS.
- PRIOR TO CONSTRUCTION, THE FINAL TOWER FOUNDATION DESIGN SHOULD BE COMPARED TO
THE SITE PLAN TO AVOID POTENTIAL CONFLICTS.
ANTENNA FRAME BY
MICROFLECT P/N 852301
(OR APPROVED EQUAL)—
PROPOSED CINGULAR
PANEL ANTENNAS
SECTOR C
240'
SECTOR A
15'
EXISTING
MONOPOLE
SECTOR 8
120'
2-1 ANTENNA CON ICURATION PLAN
- I NO SCALE
NOTE:
1. CONTRACTOR TO REFER TO FINAL RF CONFIGURATION SHEET
FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION.
2. FINAL RF CONFIGURATION SHEET TO BE SUPPLIED BY
VELOCITEL.
4'x4'x5' 3000 PSI
CONCRETE STOOP
1/4"/FT SLOPE
(BROOM FINISH)
6x6-W2.9xW2.9 WIRE MESH -
3/4" CHAMFER ON EDGES
FINISH GRADE -\
CRUSHED STONE
`V
TILT ASSEMBLY
ANEL ANTENNA
MOUNT ANTENNA IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDED PROCEDURE
3 ANTENNA W DOWN TILT
NO SCALE
SHELTER
1/2" NEOPRENE FILLER
4 CONCRETE STOOP
NO SCALE
TER FLOOR
}C cingular
WIRELESS
7150 STA"DARD DRIW. HAHO M 11-
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CHA PROJECT NO:
12760 - 1030 - 1601
NO.
SUBMITTAL
104/23/04
1
85% CAD
BY:
MJO I CHK: JDH APP'D: WLR
2
05/26/04 ISSUED FOR REVIEW
BY:
DSS CHK: JDH APP'D: WLR
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Y
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
TOWER ELEVATION
& DETAILS
SHEET NUMBER
CO2
J
(1) -GPS ANTENNA (TYP. OF 2)
FURNISHED BY CINGULAR
INSTALLED BY CONTRACTOR
EXISTING GRADE
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BACKFILL
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IN CONCRETE
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6" LAYER OF 3/4"
MOUNTING BRACKET (SUPPLIED BY
CRUSHED STONE
CONTRACTOR) ATTACH TO SHELTER IN
ACCORDANCE WITH CINGULAR CONSTRUCTION-;
REPRESENTATIVE (BY CONTRACTOR).
TO WAVEGUIDE
ACCESS PORT
PMENT SHELTER
NOTE:
1. THE GPS ANTENNAS TO BE INSTALLED ON THE EQUIPMENT SHELTER WITH 4' MIN.
SEPARATION FROM EACH OTHER.
2. MOUNTING BRACKETS TO BE SUPPLIED BY CONTRACTOR AND TO BE ATTACHED TO
EQUIPMENT SHELTER BY CONTRACTOR.
3, MOUNTING LOCATION OF GPS ANTENNAS TO BE DETERMINED BY CINGULAR
CONSTRUCTION REPRESENTATIVE.
GPS ANTENNA MOUNTING DETAIL
NO SCALE
UNDERGROUND CONDUITS AT SHELTER
NO SCALE
IONOPOLE
OUNDATION
LONG 90' PVC
ELBOW (TYP.)
CONCRETE
EXPANSION JOINT
F-3-1 UNDERGROUND CONDUITS AT MONOPOLE
- NO SCALE
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12760 — 1030 — 1601
N0, SUBMITTAL
1 04/23/04 85% CAD
BY:MJO CHK:JDH APP'D:WLR
2 05/26/04 I ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
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� 6
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IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
STRUCTURAL DETAILS
SHEET NUMBER
CO3
# 3 TIES ® 48" O.C.
0
4" (TYP)
2" CLR (TYP)
I
I
4" PVC CONDUIT
(TYP. OF 12)
UNDISTURBED
SOIL
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IN CONCRETE
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-
/CLR
AS REQ'D.
3
(TOP & BOTTOM)
2'-2"
A
TRENCH DETAIL
–
NO SCALE
IONOPOLE
OUNDATION
LONG 90' PVC
ELBOW (TYP.)
CONCRETE
EXPANSION JOINT
F-3-1 UNDERGROUND CONDUITS AT MONOPOLE
- NO SCALE
XcingularTM
7150 ITANDIRI III— 1A WARE D.
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CLOUGH. HARBOUR
& ASSOCIATES LLP
E� nlEEcs. r�FnnEcs s
,oeooM�RLC,Mor"T NNIII . —TE III
ID
CHA PROJECT NO.
12760 — 1030 — 1601
N0, SUBMITTAL
1 04/23/04 85% CAD
BY:MJO CHK:JDH APP'D:WLR
2 05/26/04 I ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
d
6
i 41.
� 6
®e 0 162
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
STRUCTURAL DETAILS
SHEET NUMBER
CO3
N
PREFABRICATED SHELTER
EXTEND CONCRETE SLAB 8" BEYOND
OUTSIDE FACE OF SHELTER ON ALL
SIDES
L4x4x3/8" x 1'-0"
SUBMITTAL
COORDINATE ANCHORING LOCATIONS
WITH SHELTER MANUFACTURER
I 8
1" DIAMETER x 1'-0" ANCHOR BOLT
MJO CHK: JDH APP'D: WLR
DRILL AND GROUT ANCHOR BOLTS TO
05/26/04 1 ISSUED FOR REVIEW
CONFORM WITH A.S.T.M. A-36. NUTS AND
DSS CHK: JDH APP'D: WLR
WASHERS TO CONFORM TO A.S.T.M. A-563
21'-4"
1 FOUNDATION PLAN
NO SCALE
NOTE:
INSTALL FLEXIBLE CONDUIT TO ALLOW FOR FOUNDATION MOVEMENT.
#4 BAR (TYP.) ® 12" OC BOTH WAYS
p � a
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5" MINIMUM
GRASS—A5/�\/
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2 SHELTER ATTACHMENT DETAIL
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12" THICK CONC. SLAB
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BARRIER
4" CRUSHED ROCK
INCRETE SLAB REINFORCED
x6-W2.9xW2.9 WWF
TOP OF SLAB
EL = +0'-6" A.F.G.
(BROOM FINISH w/1"
CHAMFER EDGE)
#4 BAR (TYP.) ® 12" OC BOTH WAYS
3/4" CHAMFER
6x6-W2.9xW2.9 WWF
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TOP/CONC. SLAB
FINISH GRADE
v $ o �
GRASS--/K�///-,
4" CRUSHED ROCK
NOTE:
FOOTING SHALL BEAR ON SOILS APPROVED FOR
3000 PSF ALLOWABLE BEARING PRESSURE
3 FOUNDATION SECTION
- NO SCALE
XcinguiarTM
WIRELE53
1150 —DARD DRi.£. 1-1— 1D. 21075
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CLOUGH, HARBOUR
6 ASSOCIATES LLP
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CMA PROJECT NO:
12760 - 1030 - 1601
NO.
104/23/04
SUBMITTAL
1
857 CAD
BY:
MJO CHK: JDH APP'D: WLR
2
05/26/04 1 ISSUED FOR REVIEW
BY:
DSS CHK: JDH APP'D: WLR
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
STRUCTURAL DETAILS
& NOTES
SHEET NUMBER
u04
GENERAL NOTES
1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER.
2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS.
3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS
UNLESS OTHERWISE NOTED.
4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY_
5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE
INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS,
ETC.
6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES,
VENTS, ETC. BEFORE COMMENCING WORK.
7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING
MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL
OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL.
8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND
COORDINATE HIS WORK WITH THE WORK OF OTHERS.
9. CONTRACTOR TO FOLLOW ALL STATE, LOCAL AND NATIONAL CODES AS APPLICABLE.
DESIGN DATA
LIVE LOADS: PER INTERNATIONAL BUILDING CODE
WIND LOADS: PER INTERNATIONAL BUILDING CODE & TIA/EIA-222-F
ICE LOADS: 1/2" RADIAL ON ALL COMPONENTS & CABLE
SNOW LOAD: PER INTERNATIONAL BUILDING CODE
SEISMIC LOADS: PER INTERNATIONAL BUILDING CODE
ANTENNA SUPPORT BRACKET NOTES
1. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL
COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY
OF THE MANUFACTURER. MFR. SHALL PROVIDE TO THE ENGINEER FOR APPROVAL,
DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS,
DESIGN LOADS, AND ALL OTHER PERTINENT DATA. ALL SUBMISSIONS SHALL BEAR
THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE
STATE THE WORK IS BEING PERFORMED_
2- BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL
ANTENNAS AND COAXIAL CABLES AS SHOWN.
STRUCTURAL STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS". ALL STEEL SHALL BE ASTM A-36.
2_ ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED WITH
ONE COAT FABRICATOR'S NON -LEAD, RED OXIDE PRIMER. PRIMING SHALL BE
PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL
DINGS, SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY
FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK.
3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH
SPECIFICATION ASTM A123 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE
PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL
DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED
BY FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK USING ZRC COLD
GALVANIZING COMPOUND OR APPROVED EQUAL.
4. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN
AND DETAILED ON STRUCTURAL DRAWINGS.
5. CONNECTIONS:
A. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES
AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD
SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC
"MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. AT THE COMPLETION OF
WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED.
B. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS
(3/4" DIA) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA.
GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.
D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND
APPROVAL BY ENGINEER.
E. ALL BOLTED CONNECTIONS SHALL HAVE A FLAT WASHER & NUT TIGHTENED TO
AISC "SNUGTIGHT" CRITERIA, UNLESS NOTED OTHERWISE.
STRUCTURAL STEEL NOTES (CONT.)
6. STRUCTURAL STEEL GRATING SHALL BE 1 1/2" X 3/16" GALVANIZED STEEL BAR
GRATING (IKG BORDEN TYPE -WB OR EQUAL) ATTACHED ® 1'-6" o.c. WITH GRATING
CLAMPS, UNLESS OTHERWISE NOTED.
7. NEW STRUCTURAL STEEL LOCATED WITHIN A BUILDING OR ENCLOSURE SHALL BE
FIRERATED PER LOCAL CODE.
8. REINFORCING BARS: ASTM A625, GRADE 60 DEFORMED BARS.
9. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERTICAL
PLACEMENT TOLERANCE TO BE 3/8 INCH.
10_ THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH ALL
ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO
SECURE THE REINFORCEMENT UNLESS INDICATED OTHERWISE.
11. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, PROVIDE
INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO PRINCIPAL
REINFORCEMENT.
12. LAP SPLICES:
a) CONCRETE: PROVIDE CLASS B TENSION LAP SPLICES U.N.O.
b) WELDED WIRE MESH: MINIMUM LAP 8 INCHES, MEASURiED BETWEEN OUTERMOST
CROSS -WIRES OF EACH SHEET.
CONCRETE NOTES
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE
LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 318,
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING
CONCRETE. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF
CONCRETE IN ACCORDANCE WITH ACI 211, "PROPORTIONING CONCRETE MIXTURES,
AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (f1.5%) WITH A MAXIMUM
4" SLUMP, AND HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI
UNLESS OTHERWISE NOTED.
4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
5. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT:
REINFORCEMENT:
NORMAL WEIGHT AGGREGATE:
WATER:
ADMIXTURES:
ASTM C 150, TYPE I
ASTM A 615, GRADE 60
ASTM C 33
POTABLE
NON -CHLORIDE CONTAINING
6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI
315.
7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS
NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED
STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND
ALL HOOKS SHALL BE STANDARD, UNO.
8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING
STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH ........ 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER....._...........................2 IN.
#5 AND SMALLER & WWF ...................1 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE
GROUND:
SLAB AND WALL.................................3/4 IN.
BEAMS AND COLUMNS ........................1 1/2 IN.
9. A CHAMFER 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4.
10_ INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER
MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR
ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
REFERENCED IN ACI -301.
13. DO NOT WELD OR TACKWELD REINFORCING STEEL.
14. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE
SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL
BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.
15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION
AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH
JOINT.
16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY
EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
CHUTES OR FORMWORK.
18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT.
20.FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO
APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS
CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH
CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.
21. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED.
22. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE.
23. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R.
EXCAVATIONS /FOUNDATION
1. FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED TO REMOVE LOOSE MATERIALS.
2. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND.
3. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, WHICH
ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE REWORKED
TO SATISFACTION OF GEOTECHNICAL ENGINEER.
4. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE.
5. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL
FILL MEETING THE GRADATION AND SOUNDNESS REQUIREMENTS IN ACCORDANCE WITH THE
FOLLOWING GRADATION:
A. GRADATION. THE MATERIAL SHALL HAVE THE FOLLOWING GRADATION:
SEIVE SIZE PERCENT PASSING BY WEIGHT
4 INCH 100
NO. 40 0 TO 70
NO. 200 0 TO 15
B. MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR
DURABILITY PARTICLES. IF TESTING IS ELECTED BY OWNER, MATERIAL WITH A
MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED.
6_ COMPACT TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698.
7. SUBGRADE BELOW SLAB -ON -GRADE SHALL BE REVIEWED AND ACCEPTED BY
GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT.
8. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION
OF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF
WORK SHALL EXTEND 3'-0" MINIMUM BEYOND THE FINAL DIMENSIONS.
9_ SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE -COMPACT USING A PLATE
TAMPER. ANY SOFT AREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH
MATERIALS AND COMPACTION REQUIREMENTS SHOWN ON THE DRAWINGS.
10. PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE
DONE IN 8" LIFTS. EXCAVATE FOR THE FOOTING EDGE AS SHOWN ON THE DRAWINGS.
11_ CONTRACTOR TO GRADE SITE LEVEL WITH EXISTING, TWO FEET BEYOND PROPOSED
EQUIPMENT PAD FOOTPRINT, THEN TAPER TO EXISTING GRADE IF REQUIRED AT A
MAXIMUM OF 3:1 SLOPE.
DESIGN NOTES
MATERIALS:
STRUCTURAL STEEL A572 GRADE 50
ANGLES AND PLATES A36
RECTANGULAR STRUCTURAL TUBING A500 GRADE B (46 KSI)
STANDARD PIPE A501 OR A53 GRADE B
HIGH STRENGTH BOLTS A325 N OR SC CLASS A
ANCHOR BOLTS A307
WELDING ELECTRODES E70XX
CONCRETE (28 DAYS):
SUBMITTAL
104/23/04
1
FOOTINGS
3000
PSI
SLAB -ON -GRADE
4000
PSI
ALL OTHER CONCRETE
3000
PSI
REINFORCING STEEL
A615
GRADE GO
WELDED WIRE FABRIC
A185
HEADED STUDS
A108
xcingularTM
WIRELESS
7150 STANDARD DRVE. tiA 0- MD. 21076
VelOciTel
LHI
7A
CLOUGH. HARBOUR
& ASSOCIATES LLP
EnGNEEF6. RMnE[S 6
10800 -PIKE. S01TE 303
R:CH,wOND. vA 23235
CHA PROJECT NO:
12760 - 1030 - 1601
N0.
SUBMITTAL
104/23/04
1
85% CAD
BY:
MJO I CHK: JDH APP'D: WLR
2
0_5/26/04 1 ISSUED FOR REVIEW
BY:
DSS I CHK:JDH APP'D:WLR
€7. ,.,;
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGMEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
STRUCTURAL NOTES
SHEET NUMBER
C05
GENERAL NOTES:
1. THE PLANS SHOW SOME SUBSURFACE STRUCTURES, ABOVE -GROUND STRUCTURES AND/OR OTHER
FEATURES FROM FIELD MEASUREMENTS AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY
FROM THE LOCATIONS INDICATED. IN PARTICULAR THE CONTRACTOR IS WARNED THAT THE EXACT
LOCATION OF SUCH EXISTING FEATURES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR
MAY NOT BE SHOWN, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROCEED WITH GREAT
CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL MISS UTILITY
FOR THE MARKING OF EXISTING UTILITY LOCATIONS.
2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE
SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE
EXPRESSED APPROVAL OF THE ENGINEER.
3. WORK SHALL COMPLY WITH CURRENT ISSUES OF ALL APPLICABLE CODES, ORDINANCES, AND
REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITIES HAVING
JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR.
4. CLOUGH HARBOUR & ASSOCIATES LLP (CHA) HAS NOT CONDUCTED, NOR DOES IT INTEND TO
CONDUCT ANY INVESTIGATION TO DETERMINE THE PRESENCE OF ANY HAZARDOUS MATERIAL
INCLUDING BUT NOT LIMITED TO ASBESTOS AND PCB'S WITHIN THE CONFINES OF THIS PROJECT. CHA
WILL NOT ACCEPT ANY RESPONSIBILITY FOR THE ABATEMENT OR RESULTING CLAIMS FOR DAMAGES
OR LOSSES AS A RESULT OF THE PRESENCE OF HAZARDOUS MATERIALS. IF EVIDENCE OF
HAZARDOUS MATERIALS IS DISCOVERED, SUSPEND WORK AS REQUIRED BY GOVERNING STATUTES, AND
NOTIFY THE CINGULAR REPRESENTATIVE. DO NOT PROCEED WITH WORK UNTIL INSTRUCTED BY THE
CINGULAR REPRESENTATIVE.
5. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED OTHERWISE. ALL
WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF
TWELVE MONTHS FOLLOWING SUBSTANTIAL COMPLETION OF PROJECT OR AS SPECIFIED. THE
CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS
IN MATERIALS OR WORKMANSHIP WITHIN THE WARRANTY PERIOD.
6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR ARE TO BE RESPONSIBLE FOR VERIFYING
EXISTING SITE CONDITIONS AND DIMENSIONS AND THE LOCATION OF BURIED UTILITIES AT THE JOB
SITE PRIOR TO THE COMMENCEMENT OF WORK. NOTIFICATION MARKING TO BE DONE BY MISS UTILITY.
NO CLAIMS FOR EXTRA COMPENSATION FOR WORK RESULTING FROM CONFLICTS AND OMISSIONS WHICH
COULD HAVE BEEN DISCOVERED BY FIELD VERIFICATION AND INSPECTION, WHETHER INDICATED ON THE
CONTRACT DOCUMENTS OR NOT, WILL BE ENTERTAINED OR PAID.
7. FOLLOW MANUFACTURERS' PRINTED SPECIFICATIONS AND INSTRUCTIONS EXCEPT WHERE SPECIFIED
OR INDICATED ON CONTRACT DOCUMENTS. COMPLY WITH THE MOST STRINGENT INSTRUCTIONS.
& THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK.
9. THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS AMONG THE LOCATIONS OF ANY
MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED
CLEARANCES AND CONSTRUCTION TOLERANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED.
NOTIFY CINGULAR REPRESENTATIVE OF ANY CONFLICTS. CINGULAR REPRESENTATIVE RESERVES THE
RIGHT TO MAKE MINOR MODIFICATIONS TO THE DESIGN WITHOUT ALTERING THE CONTRACT PRICE.
10. DO NOT SCALE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO
THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE
CONFIRMED WITH SITE MEASUREMENTS. VERIFY WITH CINGULAR REPRESENTATIVE AS APPLICABLE.
11. THE CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN UP OF SITE AND REMOVAL AND DISPOSAL
OF ALL CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL
THOROUGHLY CLEAN THE BUILDING SITE AND ANY OTHER SURROUNDING AREAS TO THE SATISFACTION
OF CINGULAR REPRESENTATIVE.
12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK
DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC., ACCORDING TO APPLICABLE
CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
13. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE,
LOCAL AND OSHA CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS.
14. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES TO THE EXISTING FACILITY AND
INSTALLATIONS RESULTING FROM CONSTRUCTION AND GENERAL NEGLIGENCE. REPAIR ALL DAMAGES
AND RESTORE FACILITY AND INSTALLATIONS TO THE SATISFACTION OF CINGULAR WIRELESS AND
LANDLORD AT NO EXTRA CHARGE. NOTIFY CINGULAR REPRESENTATIVE AND TOWER OWNER OF ANY
SUCH DAMAGES PROMPTLY. REPAIR TO 100% SATISFACTION IMMEDIATELY.
15. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, UNLESS NOTED OTHERWISE, IT
SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY
MARKED ON THE DRAWINGS.
16. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION,
THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION TO MAINTAIN
CONTINUITY AND A SMOOTH TRANSITION.
17. CINGULAR REPRESENTATIVE IS RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER
CONNECTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY INSPECTIONS
AND POWER COMPANY INSTALLATION. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP
ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, WRITTEN AND VERBAL
DISCUSSIONS WITH THE POWER COMPANY, ETC.
18. CINGULAR REPRESENTATIVE SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED
DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY.
CONTRACTOR WILL PROVIDE TEMPORARY POWER FOR CONSTRUCTION. GENERAL CONTRACTOR
AND HIS SUBCONTRACTORS ARE NOT ALLOWED TO CONNECT TO ANY EXISTING UTILITIES ON
THE SITE.
19. DRAWINGS FORMING THIS SET ARE COMPLIMENTARY AND MUST BE READ AS ONE TOTAL
DOCUMENT. DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF CINGULAR WIRELESS.
THESE DRAWINGS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING
AU IHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO EXECUTE CONSTRUCTION INDICATED HEREIN
ACCORDING TO APPLICABLE BUILDING CODES.
20. IF THE CONTRACTOR OR SUBCONTRACTOR FINDS IT NECESSARY TO DEVIATE FROM
ORIGINAL APPROVED PLANS, IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S
RESPONSIBILITY TO PROVIDE CINGULAR REPRESENTATIVE THE PROPOSED CHANGES FOR
CINGULAR WIRELESS TO REVIEW AND APPROVE PRIOR TO PROCEEDING WITH SUCH CHANGES.
IN ADDITION, THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE
PROPOSED CHANGES PRIOR TO PROCEEDING WITH THE REVISED WORK. THE CONTRACTOR
AND SUBCONTRACTORS ARE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS
AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK.
21. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE
A MINIMUM ACCEPTABLE STANDARD FOR CONSTRUCTION. THESE DOCUMENTS SHALL NOT
(RELIEVE THE CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM
PROVIDING A COMPLETE AND CORRECT INSTALLATION SHOULD ADDITIONAL ITEMS AND
DETAILS BE REQUIRED FOR PROPER AND SAFE INSTALLATION.
22. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS DO NOT CREATE A CONTRACTUAL
RELATIONSHIP OF ANY KIND BETWEEN CINGULAR WIRELESS AND THE CONTRACTOR.
23. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, AND
LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DESCRIBED HEREIN.
24. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE CINGULAR REPRESENTATIVE
TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY
DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS,
25. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER CONTRACT.
26, THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT AND MAINTAIN
EXISTING CONDITIONS, EASEMENTS, PAVEMENTS, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY
HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
27. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH
THE VIRGINIA DOT STANDARDS FOR TRAFFIC CONTROL.
28. THE CONTRACTOR SHALL NOTIFY THE CINGULAR REPRESENTATIVE WHERE A CONFLICT
OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER
MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL IS
RESOLVED BY THE CINGULAR REPRESENTATIVE.
29, CONTRACTOR TO SCHEDULE AND COORDINATE WITH CINGULAR VENDOR, A 3RD PARTY
INSPECTION FOR FOUNDATION, SWEEP TEST, AND ANTENNA ORIENTATION.
30. THE CONTRACTOR IS TO OBTAIN AND COMPLY WITH CONSTRUCTION REQUIREMENTS
FROM THE TOWER LEASE EXHIBIT.
�C cingular
WIRELESS
-1 STAIDARD OR— 1-0— ID. 21071
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CHA PROJECT NO:
12760 - 1030 -1601
NO. SUBMITTAL
1 04/23/04 859 CAD
BY: MJO I CHK: JDH APP'D: WLR
2 05/26/04 1 ISSUED FOR RLVIFW
BY: DSS I CHK: JDH APP'D WLR
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SITE ID:
CINGULAR # 1253
SITE NAME:
HENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
C06
CABLE SCHEDULE AND RF SYSTEM DESIGN PLAN
SECTOR
ANTENNA
POSITION
MAKE
MODEL
RAD CTR,
FT. AGL
AZIMUTH
COAX
SIZE, IN.
EST.
LENGTH
TAPE
COLOR
1
#1
CSS
DUO -1417-8686
123'±
15'
1 5/8"
150'±
BROWN
1
#2
FUTURE
BROWN/RED
1
#3
FUTURE
BROWN/RED/BROWN
1
#4
CSS
DUO -1417-8686
123'±
15'
1 5/8"
150'±
RED
2
#1
CSS
DUO -1417-8686
123'±
120'
1 5/8"
150'±
ORANGE
2
#2
FUTURE
ORANGE/YELLOW
2
#3
FUTURE
ORANGE/YELLOW/ORANGE
2
#4
CSS
DUO -1417-8686
123'±
120'
1 5/8"
150'±
YELLOW
3
#1
CSS
DUO -1417-8686
123'±
240'
1 5/8"
150'±
GREEN
3
#2
FUTURE
GREEN/BLUE
3
#3
FUTURE
GREEN/BLUE/GREEN
3
#4
CSS
DUO -1417-8686
123'±
240'
1 5/8"
150'±
BLUE
GPS (MOUNTED ON ICE BRIDGE POST)
1/2"
25'±
GPS (MOUNTED ON ICE BRIDGE POST)
1/2"
25±.
# OF ANTENNAS PER SECTOR: 4 (INSTALL 2, RESERVE 2)
(2) TOWER MOUNTED AMPLIFERS PER SECTOR
FUTURE LMU ANTENNA
NEW EQUIPMENT YES EQUIPMENT SHELTER SIZE 10'x20'
u 1
�I
TRUE
NORTH
MAGNETIC
NORTH
COAX PORT ASSIGNMENTS
(VIEWED FROM INSIDE EQUIPMENT ROOM/SHELTER)
ANTENNA POSITION
CURRENT FUTURE
1 4 3 2
1
O_
0
U2
3
Tx Rx Rx Tx
BR
E
BRR/��R BR/R
0 0 0\ D,Y
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SECTOR
1
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1 BR FUTURE FUTURE 4 R
N FUTURE
SECTOR
FUTURE 2
120•
G� � 4 Y
COLOR KEY
R — RED
BR — BROWN
B — BLUE
G GREEN
Y — YELLOW
0 — ORANGE
TYPICAL ANTENNA ORIENTATION AND COLOR CODING
NO SCALE
Xcingularry
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CHA PROJECT NO:
12760 — 1030 — 1601
NO.
SUBMITTAL
104/23/04
FUTUROF
\
SECTOR
MJO CHK: JDH APP'D: WLR
3
05/26/04 1 ISSUED FOR REVIEW
240" FUTURE
DSS CHK: JDH APP'D: WLR
N FUTURE
SECTOR
FUTURE 2
120•
G� � 4 Y
COLOR KEY
R — RED
BR — BROWN
B — BLUE
G GREEN
Y — YELLOW
0 — ORANGE
TYPICAL ANTENNA ORIENTATION AND COLOR CODING
NO SCALE
Xcingularry
WIREiES3
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FH:
CLOUGH. HARBOUR
&ASSOCIATES LLP
ErG1�EI-�. PLMhE{S 6
lY�/IEL'TS
—00 ry TUaHP11E. 5 iTE 303
(RICHMOND. vw 23235 D
CHA PROJECT NO:
12760 — 1030 — 1601
NO.
SUBMITTAL
104/23/04
1
85% CAD
BY:
MJO CHK: JDH APP'D: WLR
2
05/26/04 1 ISSUED FOR REVIEW
BY:
DSS CHK: JDH APP'D: WLR
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1 2
r
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
RF SCHEDULE
& DETAILS
SHEET NUMBER
C07
PROJECT NARRATIVE:
1. PROJECT DESCRIPTION:
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CONCRETE PAD,
UNDERGROUND UTILITY TRENCHES, AND MISCELLANEOUS
UTILITY CONNECTIONS TO THE METER BOARD AND TOWER. TOTAL
DISTURBED AREA = 300 S.F.
2. EXISTING SITE CONDITIONS:
THE SITE CONSISTS OF AN ACADEMIC CAMPUS AT THE UNIVERSITY.
3 ADJACENT AREAS:
ADJACENT AREAS CONSIST OF DEVELOPED LAND WITHIN FREDERICK COUNTY,
�C cingularTM
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CHA PROJECT NO:
12760 —1030 —1601
NO. SUBMITTAL
1 04/23/04 85% CAD
BY: MJO I CHK: JDH APP'D: WLR
2 105/26/04 1 ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
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ks 169 C '
r,
. � ��, T An ✓Q .
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
SEDIMENT & EROSION
CONTROL NOTES
SHEET NUMBER
C08
4 OFF—SITE AREAS:
NO OFF—SITE AREAS ARE ANTICIPATED TO BE USED.
5. SOILS:
DUE TO THE SMALL AREA OF DISTURBANCE, SOILS INFORMATION IS NOT CRITICAL IN THIS PROJECT.
6. CRITICAL AREAS:
THERE ARE NO AREAS WITHIN THE PROJECT SITE THAT HAVE POTENTIAL FOR SERIOUS
EROSION.
7_ EROSION AND SEDIMENT CONTROL MEASURE:
A SILT FENCE WILL BE THE PRINCIPAL E&SC MEASURE ON THE SITE. OTHER MEASURES
MAY BE TAKEN BY THE CONTRACTOR OR DIRECTED BY FREDERICK COUNTY IF
UNFORESEEN CONDITIONS DEVELOP.
A. CONSTRUCTION PRACTICES:
SILT FENCE BARRIER — 3.05
SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER
SEDIMENT—LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION
WILL OCCUR PRIOR TO ANY LAND DISTURBANCE.
B. VEGETATIVE PRACTICES:
TEMPORARY SEEDING — 3.31
�
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH
t
FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEED
0
MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN ACCORDANCE
0
WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK.
C. MANAGEMENT STRATEGIES:
a
1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC
WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY NECESSARY.
3
2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS
Do
O
QUICKLY AS POSSIBLE.
U
3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION SHALL BE
COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY.
0
i
4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION
SHALL BE IN ACCORDANCE WITH E&S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY.
v
5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL PRACTICES.
6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
'I
EROSION AND SEDIMENT CONTROL PRACTICES.
7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED.
NO E&S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPECTOR.
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& ASSOCIATES LLP
Q�iGFEEIS.FINV�F_F6 6
LSYV0�3'f AE PF04�ECT5
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RICH—D. VA 23—
CHA PROJECT NO:
12760 —1030 —1601
NO. SUBMITTAL
1 04/23/04 85% CAD
BY: MJO I CHK: JDH APP'D: WLR
2 105/26/04 1 ISSUED FOR REVIEW
BY: DSS I CHK: JDH APP'D: WLR
n
ks 169 C '
r,
. � ��, T An ✓Q .
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
SEDIMENT & EROSION
CONTROL NOTES
SHEET NUMBER
C08
APPROX.
TRUE
AppROX
MAG
N
9"
EXISTING 3'
HIGH FENCE
PROPOSED 125'
MONOPOLE/LGHT
PROPOSED 10'r2OWO =6"
HIGH CINGULAR SHELTER
ON A CONCRETE SLAB
EXISTING
SIDEWALK
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EXISTING ELECTRICAL EXISTING 6'
EQUIPMENT SHED HIGH FENCE
PROPOSED UNDERGROUND
COAX ROU77NG TO TOWER
EXISTING PRESSBOX
-RESTORE ANY 9157ZIRBED
AREAS IN KIND�(TYP.)
-51LT FENCEF NDE 1
/-GRASS-
EXISTING 8 DOUBLE
SWING GATE
1 SEDIMENT & EROSION CONTROL PLAN
GRAPHIC SCALE
20 0 10 2C
I I I I
IN FEET J
BASEMAP NOTES:
1, BASEMAP INFORMATION OBTAINED FROM A 03/10/04 SITE VISIT PERFORMED BY
CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL
SURVEY.
SEQUENCE OF CONSTRUCTION:
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES.
I � IJ MAX.'l l
1 I�
/_ ISI -Ii
FLOW
-1 x,111 -
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
2. EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW IN!
/ 1
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
( FRONT ELEVATION )
F-2-1 EROSION CONTROL DETAIL
NO SCALE
THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION
CONTROL MEASURES IN PLACE_
1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING
FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT.
2. STAKE LIMITS OF DISTURBANCE.
3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS.
4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED
OR DIRECTED BY THE COUNTY.
5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS.
6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING.
7. UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION.
8. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED
WITHOUT PERMISSION FROM THE COUNTY INSPECTOR.
9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED.
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CLOUGH. HARBOUR
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ENG(.EEFG,FLNV\EFS 6
D6DD M DLO H AN' R PIKE. I 303
CHA PROJECT NO:
12760 - 1030 - 1601
N0.
SUBMITTAL
104/23/04185%
1
CAD
BY:
MJO I CHK: JDH APP'D: WLR
2
05/26/04 1 ISSUED FOR REVIEW
BY:
DSS I CHK: JDH APP'D- WLR
. ► ' a 2 '
A,; 4
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
HENANDOAH UNIVERSIT'
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
SEDIMENT & EROSION
CONTROL PLAN
SHEET NUMBER
C09
I
1
10 11
I 12
O
DESIGN IS BASED UPON SITE OBSERVATIONS ONLY.
GENERAL NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO
THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.
3. SERVICE SHALL BE 120/240 VAC, 300 AMP, 1 -PHASE -
4. CONTRACTOR TO BE AWARE OF AND AVOID OTHER UNDERGROUND UTILITY RUNS
WITHIN THE SITE COMPOUND.
5. CONDUIT RUNS SHALL HAVE ONE PULLBOX AFTER EACH 360' OF BEND.
3
------------------
E07 6 E04 1
TYP. E03
1 POWER & TELEPHONE PLAN
0 2' 6' 16'
I I
I I I
( IN FEET )
LEGEND
fa UTILITY POLE
� SERVICE PANEL/DISCONNECT
® GENERATOR RECEPTACLE
O 8 METER SOCKET BY OTHERS
METER BY UTILITY COMPANY
EXPOSED CONDUIT
- - - - - UNDERGROUND ELECTRICAL/TELEPHONE
® CODED DRAWING NOTE
DETAIL NUMBER
XX -- DRAWING(S) NUMBER
ABBREVIATIONS
AWG
AMERICAN WIRE GAUGE
DWG
DRAWING
RGS
RIGID GALVANIZED STEEL
TYP.
TYPICAL
W/
WITH
CODED DRAWING NOTES:
EXISTING PAD MOUNTED UTILITY TRANSFORMER. PROVIDE NEMA 2 HOLE
OLUG WITH CRIMP CONNECTORS ON L.V. TERMINALS. ALL HARDWARE TO
BE STAINLESS STEEL. COORDINATE ALL THE WORK WITH UTILITY CO.
REPRESENTATIVE.
OPROVIDE 400A, 120/24OV, 10, NEMA 3R METER BASE ACCEPTABLE TO
LOCAL POWER COMPANY. METER BY POWER COMPANY_
O 4"C. w/(3) 350 KCM + #4G.
OSERVICE PANEL/DISCONNECT BY SHELTER MANUFACTURER. LINE SIDE
TERMINATIONS BY THIS CONTRACT.
OTO EXISTING TELCO DEMARC. EXACT LOCATION TO BE DETERMINED IN
FIELD.
0 6 2"C. w/(2) 4/24 CAT 5 CABLES AND PULL ROPE. TO BE PROVIDED
AND PULLED IN BY CONTRACTOR.
O INTERIOR TELEPHONE BOARD BY SHELTER MANUFACTURER.
OPROPOSED MONOPOLE.
0 9 PROVIDE 40OA/2P NEMA 3R FUSIBLE DISCONNECT w/LOCKABLE HANDLE
AND w/(2) 300A FUSES.
10 4"C. w/(3) 350 KCM.
11 PROVIDE NEW BACKBOARD.
12 PROVIDE NEMA 3R ENCLOSURE PER UTILITY SPECIFICATIONS.
X cingular
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-00 11-11TAl TIRIFIIE. SUITE III
CHA PROJECT NO:
12760 -1030 -1601
N0, SUBMITTAL
1 04/23/04 859 CAD
BY: CMM I CHK: MJO APP'D: WLR
2 05/26/04 JiSSUED FOR REVIEW
BY: CMM CHK: MJO APP'D WLR
,� v3
El
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSIT'
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
POWER & TELEPHONE
PLAN
SHEET NUMBER
E01
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E03 ! CINGULAR !
PRE—FAB SHELTER ;
0
I 2
I 1
I I
I I
4
E04 ! TYP. '
5
E06
TYP.
ENLARGED EQUIPMENT -
0 2' e' 16'
i
I
( IN FEET )
117
MA
2
3 E03
1E0"I
-- 0 ---
TYP.
I _ _ 1 I
■�El
F-2-1 METER GROUNDING
p 2' 4' 8'
( IN FEET )
ABBREVIATIONS
AWG AMERICAN WIRE GAUGE
BCW BARE COPPER WIRE
CGBE COAX GROUND BAR EXTERNAL
CIGBE COAX ISOLATED GROUND BAR EXTERNAL
DWG DRAWING
MIGB MASTER ISOLATION GROUND BAR
TYP. TYPICAL
W/ WITH
CODED DRAWING NOTES:
O#2 SOLID TINNED BCW. TERMINATE AT METER PER UTILITY
COMPANY SPECIFICATIONS, PER NEC REQUIREMENTS AND AS
INDICATED.
OIGR BY SHELTER MANUFACTURER. GROUNDING CONNECTIONS
INSIDE SHELTER BY OTHERS UNLESS NOTED OTHERWISE.
O#2 SOLID TINNED BCW BURIED EXTERIOR GROUND RING. PLACE
2' OFF FOUNDATION AND AT 30" MINIMUM DEPTH.
OPROPOSED MONOPOLE.
50 MIGB.
O CGBE.
70 UNDERGROUND COAX ROUTING.
OINTERIOR MAIN GROUND BAR BY SHELTER MANUFACTURER. CABLES
AND TERMINATIONS BY THIS CONTRACT.
OCONNECTION FROM EXTERIOR GROUND RING TO INTERIOR
HALO.
X cingular
WIRELESS
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6 ASSOCIATES LLP
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CHA PROJECT NO -
12760 — 1030 — 1601
N0. SUBMITTAL
1 04/23/04 85% CAD
BY: CMM CHK: MJO APP'D: WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
-14
ji
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916
Y'rY S
0
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
GROUNDING PLAN
SHEET NUMBER
E02
LEGEND
GROUNDING SYSTEM NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND
7.
ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER
UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN
UNLESS OTHERWISE INDICATED.
----
GROUNDING WIRE, #2 BCW U.N.O.
THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
8.
CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK
0
COMPRESSION TYPE CONNECTION
2. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD)
TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
CONNECTIONS.
9,
USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED
®
GROUND ROD
3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).
WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED.
®
5/8" x 10'-0" COPPER CLAD
4. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED
10.
MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5
GROUND ROD W/ ACCESS
USING HIGH PRESS CRIMPS.
OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS FOR FACILITY GROUNDING, USING FALL POTENTIAL METHOD.
5. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP &
CINGULAR REPRESENTATIVE TO BE PRESENT BEFORE AND AFTER TYING INTO GROUND
■
CADWELD CONNECTION
HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION.
RING.
MG
6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION
11.
ALL EXOTHERMIC CONNECTIONS, BELOW GRADE SHALL MADE AT A GROUND ROD. ADD
Ti MIGB
MIGB — GROUND BAR
RESISTANT MATERIAL.
ADDITIONAL GROUND RODS AS REQUIRED. NO FLOATING CONNECTIONS ARE
PERMITTED. MULTIPLE CONNECTIONS TO A GROUND ROD ARE PERMITTED IF THE
CG��,
PROPER MOLDS ARE USED.
c1c�
CIGBE — GROUND BAR
O
METER SOCKET BY OTHERS
METER BY UTILITY COMPANY
®
CODED DRAWING NOTE
DETAIL NUMBER
DRAWING(S) NUMBER
r— — — —— — — — — — --�
! I I
� I
3 2
I 1
E04 ; E05 ;
TYP_ '
I 1
I '
I
' 1 8
--
2 3 I I
E03 ! CINGULAR !
PRE—FAB SHELTER ;
0
I 2
I 1
I I
I I
4
E04 ! TYP. '
5
E06
TYP.
ENLARGED EQUIPMENT -
0 2' e' 16'
i
I
( IN FEET )
117
MA
2
3 E03
1E0"I
-- 0 ---
TYP.
I _ _ 1 I
■�El
F-2-1 METER GROUNDING
p 2' 4' 8'
( IN FEET )
ABBREVIATIONS
AWG AMERICAN WIRE GAUGE
BCW BARE COPPER WIRE
CGBE COAX GROUND BAR EXTERNAL
CIGBE COAX ISOLATED GROUND BAR EXTERNAL
DWG DRAWING
MIGB MASTER ISOLATION GROUND BAR
TYP. TYPICAL
W/ WITH
CODED DRAWING NOTES:
O#2 SOLID TINNED BCW. TERMINATE AT METER PER UTILITY
COMPANY SPECIFICATIONS, PER NEC REQUIREMENTS AND AS
INDICATED.
OIGR BY SHELTER MANUFACTURER. GROUNDING CONNECTIONS
INSIDE SHELTER BY OTHERS UNLESS NOTED OTHERWISE.
O#2 SOLID TINNED BCW BURIED EXTERIOR GROUND RING. PLACE
2' OFF FOUNDATION AND AT 30" MINIMUM DEPTH.
OPROPOSED MONOPOLE.
50 MIGB.
O CGBE.
70 UNDERGROUND COAX ROUTING.
OINTERIOR MAIN GROUND BAR BY SHELTER MANUFACTURER. CABLES
AND TERMINATIONS BY THIS CONTRACT.
OCONNECTION FROM EXTERIOR GROUND RING TO INTERIOR
HALO.
X cingular
WIRELESS
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CHA PROJECT NO -
12760 — 1030 — 1601
N0. SUBMITTAL
1 04/23/04 85% CAD
BY: CMM CHK: MJO APP'D: WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
-14
ji
gg pp 1��
916
Y'rY S
0
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
GROUNDING PLAN
SHEET NUMBER
E02
INSIDE SHELTER
O 300A
J 4
2P
NOTES
1. ELECTRICAL SERVICE SHALL BE RATED 300A, 240/12OV, 10 3W
2. FOR CODED NOTES SEE DWG. E01
F -,-I POWER & TELEPHONE DIAGRAM
- I NO SCALE
SECTOR 1 SECTOR 2
ANTENNA (TYP. OF 4) ANTENNA (TYP. OF 4)
NOTE 1 NOTE 1
ANTENNA ANTENNA c OAX ANTENNA ANTENNA CO,
PIPE GND KIT PIPE G'ARI FIT
SECTOR 3
ANTENNA (TYP. OF 4)
NOTE 1
ANTENNA ANTENNA COAX
PIPE �N P FIT
ECD
DA TMA LL
TI
a Q a Q Q Q
a ED ED a
Q Q Q
GND BAR GND BAR GND BAR
CDED
alm Qlm alDo
TOP OF 2 0 2) #2 BCWMONOPOLE EDm
MONOPOLE CGBE INSULATED CGBE RING
GREEN
BOTTOM OF 3
U
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MONOPOLE
ANTENNA
COAX
GND KIT
CABLE
AC
UNITS
LMETER PER NEC
EXISTING
GPS
FENCE
CONNECTIONS
(TYP.)
INSIDE SHELTER
m
v
BY CINGULAR
m
N
�
DID
CONDUITS
NOTES
1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR.
2. #2 (SOLID TINNED) BCW BURIED GROUND RING.
3. FOR GROUNDING CONNECTION & DETAILS, SEE LAYOUT DRAWINGS.
4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON GROUNDING PLAN.
5. INTERIOR GROUND RING FOR EQUIPMENT BY SHELTER MANUFACTURER.
SCHEMATIC DIAGRAM - GROUNDING SYSTI
NO SCALE
SERVICE
DISCONNE
T�_:_�'i
(2) #2 BCW I BACKBOARD
FRAME
NOTES 2 & 3
DID GROUND
ROD(S)
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CHA PROJECT NO:
12760 — 1030 — 1601
NO. SUBMITTAL
1 04/23/04 85% CAD _
BY: CMM CHK: MJO APP'D: WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
Al
-�y
NOTES 2 & 3 �j ,,
GROUND
ROD(S) r _ o 162
s
Ell
fAt
IT ISA VIOLATION SOF LAWFOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE 10:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E03
CONNECTIONS
INSIDE SHELTER
BY CINGULAR
UNLESS
MGB
OTHERWISE
TELCO
INDICATED. BOARD
NOTE 5
SHELTER FRAME
3
m
�
m
3
m
DID
CONDUITS
NOTES
1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR.
2. #2 (SOLID TINNED) BCW BURIED GROUND RING.
3. FOR GROUNDING CONNECTION & DETAILS, SEE LAYOUT DRAWINGS.
4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON GROUNDING PLAN.
5. INTERIOR GROUND RING FOR EQUIPMENT BY SHELTER MANUFACTURER.
SCHEMATIC DIAGRAM - GROUNDING SYSTI
NO SCALE
SERVICE
DISCONNE
T�_:_�'i
(2) #2 BCW I BACKBOARD
FRAME
NOTES 2 & 3
DID GROUND
ROD(S)
�l
—
TELCO
ENCLOSURE
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CHA PROJECT NO:
12760 — 1030 — 1601
NO. SUBMITTAL
1 04/23/04 85% CAD _
BY: CMM CHK: MJO APP'D: WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
Al
-�y
NOTES 2 & 3 �j ,,
GROUND
ROD(S) r _ o 162
s
Ell
fAt
IT ISA VIOLATION SOF LAWFOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE 10:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E03
TACK COAT6
IN ASPHALT MIN
PAVEMENT
SAWCUT --4\
SLOPE TO SUIT
SOIL CONDITION
BACKFILL PER EARTH-
WORK SPECIFICATIONS
6,. — FINISHED GRADE OR
MIN / EXISTING ASPHALT
/ OR CONCRETE PAVEMENT
TYPICAL PIPES /
OR CONDUITS 6
MIN
BEDDING PER EARTH-
WORK SPECIFICATIONS TRENCH AS SHOWN
ON PLANS
2" (MIN) ASPHALT
PAVEMENT REQUIREMENT
5'-0" (MAX)
VERTICAL
DEPTH W/O
SHORING
* FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE
PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE
1 TRENCH DETAIL
NO SCALE
REMOVEABLE COVER. COVER
SHALL BE REMOVABLE BY
HAND. NO TOOLS SHALL BE
REQUIRED FOR REMOVAL. —
GRADE
GRADE
2'-0" LONG X 6" DIA.
Z CADWELD SCHEDULE 40 WHITE PVC
RING GROUND CABLE TO ROD CADWELDED -
#2 AWG BCW
GROUND RING
#2 AWG BCW
GROUND ROD COPPERWELD 1" WIDE SLOT FOR -
5/8"0x10'-0" LONG GROUND WIRE. EXTEND
2" ABOVE GROUND WIRE.
CRUSHED ROCK INSIDE,
BELOW AND AROUND SLEEVE.
EXOTHERMIC WELD SHALL
3 GROUND ROD REMAIN VISIBLE.
NO SCALE
FINISHED GRADE, AC OR CONC PAVING
MATCH SLOPE AND THICKNESS
OF EXISTING
a
I • •
4 I GROUND ROD WITH ACCESS
NO SCALE
(2" PVC SCH. 40)
TELEPHONE CONDUIT
WHERE APPLICABLE '
SIZE PER LOCAL TEL. CO.
(1) ACTIVE CONDUIT
W/ PULL ROPE & CABLE
UNDERGROUND UTILITY
WARNING TAPE
AZUNDISTURBED
_ COMPACTED BACKFILL
--III PER EARTHWORK SPECIFICATION
FOR TRENCHING SEE DETAIL
I lid
SAND OR NATIVE SOIL FILL
PER UTILITY COMPANY
SPECIFICATIONS
L— ELECTRICAL CONDUIT
WHERE APPLICABLE
4" PVC SCH. 40
6" (MIN)
_ W/ PULL ROPE & CABLE
* SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY REQUIREMENTS
2 DUCT BANK ELECTRIC TELEPHONE
NO SCALE
EXISTING ANTENNA
TO ANTENNA MONOPOLE GROUND BAR (CIGBE)
TOP OF MONOPOLE
SEE NOTE 1.
SEE DETAIL (SIMILAR)
E06
- -LUG
STANDARD /
GROUND KIT (TYP.) #2/0 GREEN ISULATED
#6 AWG (PROVIDED Ll �
WITH GROUND KIT TYP.) 1, 1+
fl T
ANTENNA GROUND BAR (CIGBE)
BOTTOM OF MONOPOLE
SEE NOTE I.
SEE DETAIL B
COAX CABLE -
E06
NOTE:
TYP. FOR ALL
( )
LUG
1. NUMBER OF GROUND BARS MAY VARY
I
DEPENDING ON THE TYPE OF TOWER,
LUG
ANTENNA LOCATION AND CONNECTION
TO ACCA !�
(2) #2 AWG BCW
2, AARSEPARATE GROUND BAR N. PROVIDE AS REQUIRED.
O BEUSED
VIA TRAY OR ICEBRIDGE
FOR GPS ANTENNA_
MONOPOLE PIER
#2 AWG BCW
RING GROUND
#2 AWG BCW
I
5 ANTENNA CABLE GROUNDING TO
GROUND BAR AND MONOPOLE
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CHA PROJECT NO'
12760 - 1030 - 1601
N0. SUBMITTAL
1104/23/04 85% CAD
BY CMM CHK:MJO APP'D:WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
4
1 � ,
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IT IS AVIOCATION Cf��L�VWTOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
LINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E04
0
0
0
0
PREFAB SHELTER
WALL
JUMPERS
TO EQUIPMENT
BY OTHERS
3 POLYPHASER SURGE
PROTECTION (TYP.)
SUPPLIED BY CONTRACTOR
SURGE SUPPRESOR RACK
SUPPLIED BY CONTRACTOR
1 GROUND BAR
BY SHELTER
E06 MANUFACTURER
#2 AWG BCW TO
EXTERIOR GROUND RING
INDOOR I OUTDOOR
A
ICE BRIDGE
ANTENNA CABLES
( TYP. ) _
(TYP-)
� — ANDREWS GROUNDING
WAVEGUIDE KIT (TYP)
WALL/ROOF FEED THRU
ASSEMBLY BY SHELTER.
MANUFACTURER.
GROUND BAR BY SHELTERRED
MANUFACTURER
#2 AWG BCW TO R EXTERIOR GROUND RING
1 CABLES INSTALLATION WITH WALL ROOF
FEED THRU ASSEMBLY
NO SCALE
MICROFLECT 12—PORT
ENTRY PORT
SURGE SUPPRESSOR
RACK
INSIDE VIEW
EXTERIOR ENTRY
PORT GROUND BAR
(BY SHELTER MFR)
1
E06
NM FLEXIBLE CONDUIT EXTENDS
INTO EXISTING OPENING; CAULK
AROUND FLEX
FINAL
GRADE
2-----T--- ---i
CADWELD TO
GROUND RING
OF SHELTER ROOM
DY CRIMP, TYP
INTERIOR GROUND HALO
#2 AWG GREEN STRANDED
#2 AWG GREEN
STRANDED
#2 AWG GREEN
STRANDED TO SURGE
SUPPRESSOR GROUND
BAR
GROUND COAX PORT
o — o
MASTER GROUND BAR
(MGB)v0000vooa
#2 AWG TINNED SOLID EXOTHERMIC WELD
CONDUCTOR TO EXTERIOR (CAD—WELD)
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3 SURGE SUPPRESSOR GROUNDING DETAIL
NO SCALE
Vii:
►AN
INTERIOR MASTER GROUND BAR
(BY SHELTER MFR)
EXISTING OPENING; MATCH CAULK
TO SHELTER INTERIOR WALL
TER INTERIOR WALL
2 I SHELTER WALL PENETRATION DETAIL
NO SCALE
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CTIA PROJECT NO:
12760 — 1030 — 1601
NO. SUBMIF1Al
1 04/23/04 1 85% CAD
BY: CMM CHK:MJO APP'D:WLR
2 105/26/04 ISSUED FOR REVIEW
BY: CMM I CHK: MJO APP'D: WLR
Ja.
4.
¢�
5
rINLEIS A VIOLAT ION`bo i_.�w POR."AdV PERSON.
SS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E05
GROUND BAR ON WALL
OR ON ANTENNA TOWER
B Fo
TWO HOLE LUG,
W/#2 AWG BCW
OR RING GROUND
1 GROUND WIRE INSTALLATION TO GROUND BAR
NO SCALE
ACCA
ENCLOSURE
1 1/4" 0 MAX.
ANTENNA
CABLE —
I I
CABLEWAVE
WEATHERPROOFING KIT '
12" APPROX.
33/4 6"
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD GROUNDING KIT)
LEGEND
5
3"
7/16.. /4 0 0
2" 0 0 °
0 ° 0 0 ° 0 °
o
® 00 0%0
0 of ° o
°
0 0 1
1" 1
1 — COPPER GROUND BAR. HOLE CENTERS TO MATCH NEMA DOUBLE LUG
CONFIGURATION.
2 — INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-4. (NOT TO BE USED ON
BARS PHYSICALLY ATTACHED TO TOWER.)
3 — 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. N0. 3015-8
4 — WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056
5 — 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1
GROUND BAR TYPE REQUIRED LENGTH
MIGB & TOWER 20"
SECTOR 12"
2 GROUND BAR
NO SCALE
ACCA
ENCLOSURE
2 1/2" 0 MAX.
ANTENNA
CABLE �
I
CABLEWAVE
WEATHERPROOFING KIT
GROUND KIT
TO ANTENNA GPS CABLE
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD GROUNDING KIT)
12" APPROX.
CABLE GROUND KIT
TO ANTENNA CABLE
NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
4 CABLE GROUND KIT CONNECTION
NO SCALE
CONNECTOR
WEATHERPRI
KIT (TYP.)
FROM PNSENNP
RX
NOTE: DO NOT INSTALL CABLE GROUND
TX KIT AT A BEND AND ALWAYS DIRECT
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tWEATHERPROOFING
KIT, (TYP.)
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FRAME SUPPORT
�_.
�"'----..— #2/0 GREEN
#2 AWG BCW INSULATED TO
ATTACH TO EACH ANTENNA--- —'—'— LOWER CIGBE
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F-31 CONNECTION OF GROUND WIRES TO
GROUNDING BAR @ ANTENNAS
NO SCALE
CADWELD 6" ABW
CA[
1
VERTICAL POST CONNECTED TO RING
GROUND RING
5-1 EXISTING FENCE GROUNDING
NO SCALE
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12760 —1030 — 1601
N0. SUBMITTAL
1 04/23/04 85% CAD _
BY: CMM I CHK MJO APP'D:WLR
2 05/26/04 JISSUED FOR REVIEW
BY: CMM I CHK:MJO APP'D:WLR
1 '1 Acerb
IT IS AIT IS A VIDLATIONyeOF LAVs FOR ANY PERSONLA`M1 FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME:
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E06
ELECTRICAL GENERAL NOTES
1. GENERAL
A. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK
TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS
FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE
ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES.
B. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND
WORK TO BE PERFORMED UNDER THIS CONTRACT.
C PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT
AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO CINGULAR REPRESENTATIVE OF
ANY DISCREPANCIES.
D. SCHEDULE INSPECTION. OBTAIN PERMITS.
E. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE AND SERVICES TO COMPLETE THIS
PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY
OPERATIONAL TO THE SATISFACTION OF THE OWNER.
F. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES
AND O.S.H.A.
G. CINGULAR REPRESENTATIVE WILL COORDINATE POWER AND TELCO WORK WITH THE LOCAL
UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. THIS INCLUDES CABLE LOCATION AND
ROUTING OF SERVICE CABLES, REQUESTS FOR SERVICE, AND SPECIFIC SITE REQUIREMENTS OF
THE UTILITY COMPANY. ALL WORK TO COMPLY WITH THE RULE AND REGULATIONS OF THE
UTILITIES INVOLVED.
H. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A
FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL
EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS
NOT TO IMPEDE PROGRESS OF THE PROJECT.
I. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF
THE ELECTRICAL SYSTEMS. LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT,
CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL
RECORD DATA TO RED LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS
AS RECORD DRAWINGS TO CINGULAR REPRESENTATIVE.
J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF
JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY
DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE
EXPENSE OF THE CONTRACTOR.
K. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS, BUILDING AUTHORITY
INSPECTIONS, CORRECTIONS OF DEFECTS AND SCHEDULING FINAL POWER CONNECTION TO THE
SITE FROM THE LOCAL UTILITY COMPANY.
L. THE CONTRACTOR SHALL NOTIFY MISS UTILITY A MINIMUM OF 3 WORKING DAYS PRIOR TO ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY A PRIVATE UTILITY
CONTRACTOR FOR ALL ON-SITE UTILITY LOCATIONS.
2. BASIC MATERIALS AND METHODS
A. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL
JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS.
B. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE
STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT
MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE
CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER.
C. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN. PROVIDING
PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT
THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE
PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES PREPARE AND SUBMIT DETAILED
DRAWINGS FOR ACCEPTANCE.
D. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS
AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE
REQUIRED TO FIT THE WORK TO THE CONDITIONS.
E. MAINTAIN ALL CLEARANCES AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC).
3. CONDUCTORS AND CONNECTORS
A. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE #12 AWG. WITH
THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE
INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN). INSULATION SHALL BE RATED
FOR 90'C CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC.
B. ALL CONDUCTORS USED FOR CIRCUIT GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN
INSULATION.
C. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH LOK OR T&B STA-KON
COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER
CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS.IDENT HEX SCREW OR BOLT TYPE
PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS_ UNLESS SPECIFIED
OTHERWISE ON DRAWINGS.
D. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE. LONG BARREL
COMPRESSION TYPE.
E. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT
SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM
THE ENGINEER MUST BE OBTAINED.
4. RACEWAYS AND BOXES
A. ALL CONDUIT SHALL BE UL LABELED.
B. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD.
C. SHEET METAL BOXES SHALL BE NEMA 3R AND CONFORM TO NEMA OS1; CAST -METAL BOXES
SHALL BE NEMA 3R AND CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH
NEC UNLESS NOTED OTHERWISE.
5. GROUNDING
A. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN
ACCORDANCE WITH THE CURRENT REVISION NATIONAL ELECTRICAL CODE.
B. ALL CELLULAR SITE GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH CINGULAR
REPRESENTATIVE REPRESENTATIVE WIRELESS GROUNDING STANDARD DATED OCTOBER 2001.
C. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS".
D. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT
AGENT SUCH AS NO -OX NOALOX, PENETROX OR KOPRSHIELD.
E. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE
STAINLESS STEEL HARDWARE THROUGHOUT.
F. DO NOT INSTALL GROUND RING (IF REQUIRED) OUTSIDE OF PROPERTY LINE.
G. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS
REPAINT TO MATCH AFTER CONNECTIONS IS MADE 70 MAINTAIN CORROSION RESISTANCE.
H. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING (IF REQUIRED)
SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT
AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE
LESS THAN B" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90 GROUNDING
CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING.
I. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USE
GOLD GALVANIZING SPRAY CONTAINING 95% ZINC (Z.R.C. "GALVILITE" OR EQUIVALENT).
J. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED.
K. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC
WELDS TO THE EXTERIOR GROUND RING SHALL BE TEE TYPE LOCATED ON TOP OF GROUND
RODS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC
WELDING USE SPRAY ON GALVANIZER SUCH AS ZRC GALVILITE.
L. IF NEW GROUND RING IS REQUIRED, CONTACTOR SHALL NOTIFY CINGULAR REPRESENTATIVE
WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE
GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. CONTACT CINGULAR REPRESENTATIVE
REPRESENTATIVE.
M. FOR METAL FENCE POST GROUNDING, USE AN EXOTHERMIC WELD CONNECTION TO POST.
N. WHERE MECHANICAL CONNECTORS (TWO HOLE OF CLAMP) ARE USED, APPLY A LIBERAL
PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN
CHEMICAL COMPANY ON ALL CONNECTORS.
0. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A
PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU
SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED.
P. TOWER GROUND RING, AND ASSOCIATED GROUND RODS AND INSPECTION SLEEVES ARE EXISTING.
CONTRACTOR SHALL FIELD VERIFY THAT NEW GROUND RING AROUND NEW EQUIPMENT PAD, NEW
GROUND RODS, NEW INSPECTION SLEEVES AND CONNECTIONS TO TOWER GROUND RING
CONFORM WITH THE DETAILS SHOWN ON THE DRAWINGS. ON SITES REQUIRING EQUIPMENT PAD
MODIFICATIONS, CONTACTOR SHALL ENSURE THAT EXISTING GROUND RING MEETS DESIGN
CRITERIA SHOWN ON DRAWINGS. CONTRACTOR SHALL PROVIDE, AS REQUIRED, MODIFICATIONS TO
EXISTING GROUNDING AND ANY ADDITIONAL GROUNDING REQUIRED TO MEET THE DESIGN
CRITERIA INDICATED ON THE DRAWINGS.
Q. PERFORM A GROUND RESISTANCE MEASUREMENT OF THE GROUNDING SYSTEM USING THE "FALL
OF POTENTIAL METHOD". THE RESISTANCE BETWEEN ANY POINT ON THE GROUND SYSTEM AND
THE REFERENCE GROUND SHALL BE 5 OHMS OR LESS. ENSURE THAT THE ELECTRIC UTILITY
AND TELCO GROUNDS ARE REMOVED FROM THE CELLULAR SYSTEM GROUNDING.
R. INSTALL GROUND RODS EVERY 10'.
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IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SITE ID:
CINGULAR # 1253
SITE NAME: -
SHENANDOAH UNIVERSITY
SITE ADDRESS:
1460 UNIVERSITY DRIVE
WINCHESTER, VA
22601
FREDERICK COUNTY
SHEET TITLE
ELECTRICAL
SPECIFICATIONS
SHEET NUMBER
E08