12-104285 (2)At all new services & grounding trenches,
provive "WARNING" tape at 12" below grade.
DIG ALERT
"CALL BEFORE YOU DIG"
1—800-424-5555
UTILITY NOTIFICATION CENTER OF WASHINGTON
•
WASHINGTON STATE CODE COMPLIANCE:
ALL WORK
AND MATERIALS
SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE
WITH THE
CURRENT EDITIONS
OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE
PLANS IS TO BE
CONSTRUCTED TO PERMIT
WORK
NOT CONFORMING
TO THESE CODES,
• 2009
IBC, STANDARDS
AND
AMENDMENTS-WAC
51-50;
• 2009
IMC, STANDARDS
AND
AMENDMENTS-WAC
51-52;
• 2009
IFC, STANDARDS
AND
AMENDMENTS-WAC
51-54;
• 2009
IPC, STANDARDS
AND
AMENDMENTS-WAC
51-56; 51-57
ACCESSIBILITY REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS
REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING
CODE.
CODE BLOCK
SPRINT PROPOSES TO MODIFY AN EXISTING
UNMANNED TELECOMMUNICATIONS_
FACILITY
• REMOVE
(6)
EXISTING PANEL ANTENNAS
(2 PER SECTOR)
• INSTALL
(3)
NEW PANEL ANTENNAS (1
PER SECTOR)
• REMOVE
1)
(1)
BATTERY CABINETS
• REMOVE
RADIO CABINET
• INSTALL
(1)
NEW MMBS CABINET
• INSTALL
(1))
NEW BBU CABINET
• INSTALL
(1)
NEW FIBER JUNCTION BOX
• REMOVE
ALL
EXISTING SPRINT ANTENNA
COAXIAL CABLES
• INSTALL
(3)
NEW HYBRID FIBER OPTIC
CABLES USING EXISTING COAX ROUTE (1
PER SECTOR)
• INSTALL
(3)
NEW RRU'S
PROJECT DESCRIPTION
APPROVAL
SIGNATURE
DATE
SITE ACQUISITION
MANAGER
CONSTRUCTION
MANAGER
A&E MANAGER
PLANNING
CONSULTANT
RF MANAGER
RF ENGINEER
PROPERTY
OWNER
SPRINT
REPRESENTATIVE
AAV MANAGER
SIGNATLIR.E BLOCK
THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE
NETWORK VISION MMBS LAUNCH
IEF '11 F1 vIES
SE6
3XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
LATITUDE: 47.33943 / 420 20' 21.5946" (NAD 83) (GPS READING)
LONGITUDE: -1 22.31 183 / 1220 18' 42.411 " (NAD 83) (GPS READING)
MONOPOLE
A
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05
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1--AR-EA MAP
VICINITY MAP
FROM GENERAL DYNAMICS IN BELLEVUE, WA
• HEAD NORTH-EAST ON 124TH AVE NE TOWARDS NE 2ND ST
• TURN LEFT ONTO NE 8TH ST
• SLIGHT RIGHT ONTO THE 1-405 S SLIP ROAD
• KEEP LEFT AT THE FORK AND MERGE ONTO 1-405 S
• TAKE THE EXIT ONTO 1-5 S TOWARDS PORTLAND
• TAKE EXIT 147 FOR S 272ND ST
• TURN LEFT ONTO S 272ND ST
• TAKE THE 1ST RIGHT ON TO MILITARY RD S
• TURN RIGHT ONTO S 288TH ST
• TURN LEFT ONTO 18TH AVE S
• DESTINATION WILL BE ON THE LEFT
29208 18TH AVE S, FEDERAL WAY, WA 98003, USA
DRIVING DIRECTIONS
0.5 MI
0.7 MI
0.2 MI
13.8 MI
7.6 MI
0.4 MI
0.2 MI
1.1 MI
0.4 MI
[4>1118myII
SEATTLE MARKET
SHEET
DESCRIPTION
TITLE SHEET
T-1
N-1
GENERAL NOTES
N-2
GENERAL NOTES
A-1
OVERALL SITE PLAN
A-2
ENLARGED SITE PLAN
A-3
ENLARGED EQUIPMENT PLANS
A-4
ANTENNA PLANS AND SCHEDULES
A-5
PROPOSED EAST & NORTH ELEVATION
A-6
EQUIPMENT DETAILS
A-7
EQUIPMENT DETAILS
A-8
EQUIPMENT DETAILS
A-9
EQUIPMENT DETAILS
RF-1
ANTENNA AND CABLE COLOR CODING DETAILS
E-1
ONE -LINE DIAGRAM & POWER PANEL SCHEDULE
E-2
DC POWER ONE -LINE DIAGRAM
E-3
ELECTRICAL DETAILS
E-4
CONDUIT ROUTING
E-5
GROUNDING PLAN
E-6
GROUNDING DETAILS
E-7
GROUNDING DETAILS
SHEET INDEX
APPLICANT:
SPRINT SPECTRUM LLC
1750 FOUNDERS PARKWAY, SUITE 120
ALPHARETTA, GA. 30004
CONTACT: CHRIS HERMAN
PH: (206) 200-0256
PROPERTY INFORMATION:
PROPERTY OWNER: POGET SOUND ENERGY
ADDRESS: PO BOX 91269 BOT-01H
BELLEVUE, WA 98009
TOWER OWNER: CROWN CASTLE
SITE ID: 880427
ZONING CLASSIFICATION: BC COMMUNITY BUSSINESS
CONSTRUCTION TYPE: IIB
OCCUPANCY: U, S-2
JURISDICTION: CITY OF FEDERAL WAY
CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY
NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY
PARCEL NUMBERS)
304020-0065
LEASE AREA:
810 SQ. FT.
PROJECT SUMMARY
AT "I uni i Mrl AT Tn \/I �`CC IC CT�1(�TI V f'lnnl IInITf'1l
ARCHITECT & ELECTRICAL ENGINEER:
RICHARD B HALL, AIA
PACIFIC TELECOM SERVICES, LLC
111 SOUTH JACKSON ST
CONTACT: AMANDA MARTIN
PH: (206) 342-6396
EMAIL: amortin@ptswa.com
SITE ACQ. PROJECT MANAGER:
CROWN CASTLE
8547 154TH AVE. NE,
REDMOND, WA 98052
CONTACT: CHRIS ARENA
PH: (425) 202-2773
CONSTRUCTION MANAGER:
GENERAL DYNAMICS WIRELESS SERVICES
100 124TH AVE NE, SUITE #200
BELLEVUE, WA 98005
CONTACT: ED MARQUEZ
PH: (425) 736-4991
ZONING & PERMITING:
CROWN CASTLE
8547 154TH AVE NE
REDMOND, WA 98052
CONTACT: RONALD MECKLER
PH: (425) 202-2763
EMAIL: RONALD.MECKLER@CROWNCASTLE.COM
ELECTRICAL COMPANY:
PUGET SOUND ENERGY
CONTACT: TIM GASSER
PH: (260) 947-0335
TELCO COMPANY:
CENTURYLINK
8502 SOUTH STEELE ST
TACOMA, WA 98409
AAV MANAGER:
AAV WASHINGTON/GENERAL DYNAMICS WIRELESS SERVICES
100 124TH AVE NE, SUITE #200
BELLEVUE, WA 98005
CONTACT: STEVE LEUPOLD
PH: (425) 623-5782
RF ENGINEER:
STA NETWORK SERVICES
100 124TH AVE NE, SUITE #200
BELLEVUE, WA 98005
CONTACT: MIKE LEE
PH: (619) 735-3707
PROJECT TEAM
Sprint
)
_07
rS AIM SUN
! AG
01 WN
As
—S
LE
r
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
EFFR.IES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9— 0 5— 1 2
IssuEDFOR'CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ft ARCHITECT
,l J
ICHARD . ALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T�i
REVISION:
0
SE63XC320
THE INFORMATION CONTAINED IN THIS SET OF CONSIRUUIIUN U(jUUMtINIJ I5 F NUI-NItIHKT IJT INHIUML. lilNT UJL UrC UIJI,LUJURL VII ILI\ II If 11V 11 Inl rrl Ilvl1 i.��r,i v ..<.. - .• wiiiui, w.
SITE PLAN
Po!'t'tltt I\lufnber: 2._
AWro
v� By. , .,
RECEIVED
V, SEP ,19 2012
�--- CITY OF FEDERAL WAY
�, CDS
GENERAL CONSTRUCTION NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST
EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES.
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT
INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE
SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION
AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS
AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD
CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS
SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO
COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD
CONDITIONS.
4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE
ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,
EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS
INDICATED ON THE DRAWINGS.
5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN
EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,
SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS
AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK.
6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT
JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF
THE WORK.
7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING
AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR
IDENTIFIED BY THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS
AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS
OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS
AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS
CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS.
10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS &
GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE
REQUIREMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS
AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS,
PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY
UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER
ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT
DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND
EQUIPMENT.
15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH
AND BLEND IN WITH ADJACENT SURFACES.
16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED
MATERIALS.
17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE
REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR
SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS
UNTIL COMPLETION OF CONSTRUCTION.
18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE
MANUFACTURERS RECOMMENDATIONS.
19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE
WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR
OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE
WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER.
20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH
JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND
COORDINATED WITH LOCAL REGULATORY AUTHORITIES.
21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES
AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF
EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING
CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIPOOR TO BEGINNING CONSTRUCTION.
22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED
FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL
NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL
INSPECTION AUTHORITIES.
ELECTRICAL NOTES
1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL
CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY
PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY
'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL
NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE
CORRECTIVE ACTIONS TO BE TAKEN.
2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS
AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF.
ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL
SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO
COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK
NECESSARY FOR A COMPLETE AND WORKING SYSTEM.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES
AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL
INCLUDED BUT NOT BE LIMITED TO:
4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF
ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN
NEEDED.
5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION
OF THE GDIT.
6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO
OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT.
7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE
CONTRACTOR SHALL FURNISH AND INSTALL.
8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG
SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS'
CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION
MANAGER, PRIOR TO BEGINNING ANY WORK.
9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL
CONDUCTORS SHALL BE COPPER WITH THWN INSULATION.
10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN
WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.
CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND
PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.
12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY
SPECIFICATION, SET FORTH BY SPRINT.
13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE
MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION
AND APPROVAL BY CONSTRUCTION MANAGER.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF
CONSTRUCTION.
15.
CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS
AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT
LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S
ACCEPTANCE.
16.
THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT
ANY ADDITIONAL CHARGE AND SHALL
INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY
OTHER PHASE
OF THE INSTALLATION, WHICH MAY HAVE
BEEN DAMAGED THEREIN WITHIN 48 HOURS.
17.
ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED
FOR PROTECTION AGAINST PUBLIC LOSS
AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION
OF WORK.
18.
PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL
WIRES, BOXES,
COVER PLATES AND DEVICES FOR ALL
OUTLETS AS INDICATED.
19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR
CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS,
EXCAVATION, AND BACKFILLING.
20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL
APPEAR ON THE LIST OF U.L. APPROVED ITI MS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE
NEC, NEMA AND IEEE.
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL
LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION
MANAGER PRIOR TO INSTALLATION.
22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS
RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION
OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL
ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES,
AS REQUIRED BY EXPOSURE TYPE.
25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS
"NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED
COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.
26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990.
CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO
SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM
OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS
SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR
'GOLD CALV'.
27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.
28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT,
COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED
CONDUCTORS FOR WIRE ABOVE NO. 8 AWG.
29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON
CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8
AWG AND LARGER.
30. SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR
OWNERS AGENT WILL APPLY FOR POWER.
31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON
DRAWINGS.
32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND
DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED
ELECTRIC" OR "BURIED TELECOM".
34. ALL BOLTS SHALL BE STAINLESS STEEL.
ANTENNA & COAX NOTES
1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL
APPURTENANCES WITH GDIT.
2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET
A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE
LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT
3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS:
A.
UL --
UNDERWRITERS LABORATORIES
A.
NEAR ANTENNA RAID CENTER ELEVATION,
B.
NEC --
NATIONAL ELECTRICAL CODE
B.
MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200',
C.
NEMA
-- NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
C.
BOTTOM OF TOWER,
D.
OSHA
-- OCCUPATIONAL SAFETY AND HEALTH ACT
D.
AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET
E.
IBC --
INTERNATIONAL BUILDING CODE
F.
NFPA
-- NATIONAL FIRE CODES
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMLN I5 IS PROPRIETARY BY NAI URE. ANY USE UR DISCLUSURE U I HLN MAN I HAI WHIUH NI LA I L5 I U '_AI'CNILN JLNVIULJ � J I NIU I LY HNUHIBI 1 ED.
4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR.
5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT
SPECIFICATIONS.
6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS:
A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS.
B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS.
C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE.
D. START COLOR BANDS 2 BEYOND WEATHERPROOFING.
E. START SELECTOR COLOR NEXT TO END CONNECTORS.
7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GD. SEE ANTENNA SCHEDULE SHEET A-4.
BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD.
8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE.
9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED
3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE
COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT.
10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO
PROVIDE FOR FUTURE CONNECTOR REPLACEMENT.
ANTENNA & HYBRID CABLE NOTES
1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT.
2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN
A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT.
3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT)
SPECIFICATIONS.
4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT
BE COILED, MUST BE SECURED TO TOWER MOUNTS..
5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT
SPECIFICATIONS.
6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1.
A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN.
B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE.
C. START COLOR BANDS 2" BEFORE MAIN CABLE END.
7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE
SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT.
8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED
3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH
HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT.
SITE WORK NOTES
1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.
2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED
AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT
COMPLETION OF PROJECT.
4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED
FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE
SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL
OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING
UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH
UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR
ADJUSTING EXISTING UTILITIES.
5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY
REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL
BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE
TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE.
6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF
CONSTRUCTION,
7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION
SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO
EXISTING GRADES AT THE GRADING LIMITS.
9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY
LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) REQUIREMENTS.
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR
DRY DENSITY.
11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED
CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY.
12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN
BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.
13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE
PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS,
BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS
SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR.
15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED
BY THE GENERAL CONTRACTOR.
16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY,
TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION.
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111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFR-ILS
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 g - 0 5 -12
ISSUED FOR:CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE.
8828 REGISTERED
ARCHITECT
RICHARD B. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
N-1
REVISION:
0
ISE63XC3201
FOUNDATION, EXCAVATION AND BACKFILL NOTES
1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL.
2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS,
SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND
WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE
PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS
THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM
D 1557.
3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE
BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE
EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR
MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE
FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE
SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE.
4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO
FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM
SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX
DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS.
5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE
COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557.
6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING.
7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE
FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.
FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE
ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED.
8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE:
TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841 " OR AN APPROVED
EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE
RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR
ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH
A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED
COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA.
9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK
UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND
WITH EXISTING/PREPARED SOIL SURFACE.
10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE
FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION
AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS.
11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION
OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT" GRAVEL SURFACING AND RESTORED TO THE
SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM
CORRUGATIONS AND WAVES.
12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY
UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO
REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH
COMPACTED SURFACE THROUGHOUT SITE.
13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE
GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE
THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED
WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING
DEPRESSIONS IN THE SUB GRADE.
14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. .
15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE
REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT.
16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS
TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY
GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT.
ENVIRONMENTAL NOTES
1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS
AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE
OF SITE.
3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE
MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING
ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED
IN ANY AREAS SUBJECT TO EROSION.
5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT
AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO
ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL
MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY.
7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM.
ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.
8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE
AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,
COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT
ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS
MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS.
10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE
FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES,
DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES.
STRUCTURAL STEEL NOTES
WEATHERPROOFING NOTES
1.
ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL
STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES
CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW:
3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS:
W-SHAPES: ASTM A992, 50 KSI
A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER
ANGLES, BARS CHANNELS: ASTM A36, 36 KSI
WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE
HSS SECTIONS: ASTM 500, 46 KSI
PIPE SECTIONS: ASTM A53-E, 35 KSI
MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS WHICHEVER IS
(
GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING
2.
ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
INSTRUCTIONS.
1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND
3.
ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO
COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY
AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN
APPROXIMATELY 1/2" AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR
THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP.
2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF
ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR
4.
NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS
3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH
NOTED OTHERWISE..
WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED
BELOW.
5.
FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
B. COLD SHRINK INSTALLATION PROCEDURE:
1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES
WIDE
CONCRETE
MASONRY NOTES
2 AN
D ESURFACE
ST PUI1: OROUGH YOOLS:FCLEA ANDEDRYATHE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO
1.
CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1,
INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK.
(F'M=1,500 PS). MEDIUM WEIGHT (115 PCF).
STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER
DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION.
2.
MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS).
STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY
BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE
3.
GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS.
TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES
TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER
4.
ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS
COAXIAL CABLE SIDE.
AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.
STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION
MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD
5.
ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
SHRINK TUBE IS IN LINE WITH THE MARK.
STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE
6.
WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL
REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED
BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT.
CORD AWAY FROM THE TUBE.
STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS
"DEEP
TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY
7.
ALL BOND BEAM BLOCK SHALL BE CUT" UNITS.
REMOVED AND THE COLD SHRINK TUBE IS INSTALLED.
STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE
8.
PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN
REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE.
EXCESS OF 4'-0" OF HEIGHT.
STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH
WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED
9.
ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING
A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND
10.
CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE
11.
REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS.
COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR
AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE.
C BUTYL RUBBER TAPE INSTALLATION PROCEDURE:
12.
PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY
1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES
UNITS.
WIDE.
2. REQUIRED TOOLS: KNIFE OR SCISSORS.STEP
13.
LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL
14.
HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS
TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE
AND SECTION 2104.6.1 OF U.B.C.
MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST
15.
ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE
EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED,
DRAWINGS OR SPECIFICATIONS.
ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF.
STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES
16.
CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES
WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE
CONTAINING REINFORCING STEEL.
BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE
AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN
17.
REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT
WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL
TYPE.
RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE
SMALLER DIAMETER CABLE.
18.
SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS,
STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH
SHALE, ALKAU OR ORGANIC MATERIAL.
OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED
EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION
19.
BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER.
CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO
COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE
WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE.
STRUCTURAL
CONCRETE NOTES
ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT, THE
LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP
KNIFE OR SCISSORS.
1.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE
D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE:
SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2
INCHES WIDE.
2.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS
2. REQUIRED TOOLS: KNIFE OR SCISSORS.
NOTED OTHERWISE.
STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIRT.
3.
REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC
CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION.
UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED
STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE
OTHERWISE.
THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF.
STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75
4.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
INCH WIDE) LAYERS.
SHOWN OTHERWISE ON DRAWINGS:
STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES.
STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND
CONCRETE CAST AGAINST EARTH...............3 IN.
OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY
THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE.
CONCRETE EXPOSED TO EARTH OR WEATHER:
STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING
#6 AND LARGER...............2 IN.
DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION
#5 AND SMALLER & WWF...............1 1/2 IN.
CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED.
STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:
INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED
SLAB AND WALL...............3/4 IN.
USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD
BEAMS AND COLUMNS...............1 1/2 IN.
DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT
ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES
5.
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE
(THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF
WITH ACI 301 SECTION 4.2.4
TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF
TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR
6.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1 /8" LARGER IN DIAMETER THAN THE
SCISSORS.
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR
WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO &
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE UK UISCLUSUKE U I HER I HAN I HAI WHICH NELAI LJ I') I,AKKILK JLKVIULJ IJ J I I<IU I LT I-NUHIbI I LU.
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PACIFIC TELECOM SERVICES, L L C
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828
ARCHITECT
� a REGISTERED
s
RICHARDALLI
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
GENERAL MOTES
SHEET NUMBER:
N-
REVISION:
1 0
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THIS IS NOT A SITE SURVEY:
ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE
NORTH AND STREET HALF —WIDTHS HAVE BEEN
OBTAINED FROM A TAX PARCEL MAP AND ARE
APPROXIMATE.
24"x36" SCALE: 1 " = 20'-0"
1 1 "x17" SCALE: 1 " = 40'-0" 20 10 0 20' OVERALL SITE PLAN 1
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER I HAN I HAI WHICH RELAI ES 10 CARRIER SEKVICES IS STRICTLY PROHIBITED.
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 — 0 5 —12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
RICHARD HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
OVERALL SITE PLAN
SHEET NUMBER:
A-1
REVISION:
0
ISE63XC3201
-- x -- X X--- X- X X X X --- x- X --- X- X -- X --- - X - X-- X X
x 1
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AT EXISTING MONOPOLE -
PROPOSED MODIFICATION LOCATION
x 1 2 3
A-4 A-4 A-4
x
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x
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x
PROPOSED
LZ
SPRINT HYBRID
x
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CABLE ROUTE
x
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x
EXISTING 85'-0"
HIGH MONOPOLE
x
EXISTING SPRINT
x
ICE BRIDGE
x
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x
EXISTING SPRINT
I
COAX ROUTE
x
(GATE)
� X
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x
x
x
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x
x
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x
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Lx __-- X x x .- x x--- x- x - x -- x
-x x-
25'-6"
(EXISTING COMPOUND AREA)
-x-- x ----x
1 2 3 x
-3 A-3 -3
EXISTING SPRINT EQUIPMENT/LEASE x
AREA AT CONCRETE PAD ON GROUND
PROPOSED MODIFICATION LOCATION
x
x
x
x
x
x
x
x
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
RICHAR B HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ENLARGED SITE PLAN
SHEET NUMBER:
A—
REVISION:
0
ISE63XC320
1E INFORMATION CONTAINED IN THIS SET OF CONSTRUCIIUN UUUUMLNIj IS F'KUNKILIAKY by NAIUKL. AINT UJL UK UIJI LUJUrCC UlnF-r\ inruv II IhI YYI IIVII I\LLlnI V
EXISTING SPRINT
POWER CAE""'rT
EXISTING 6'
12'-0" COP
EXISTING Sf
GPS ANTEN
EXISTING Sf
ICE BRIDGE
EXISTING Sf
COAX ROUT
EXISTING Sf
BATTERY CA
EXISTING Sf
RADIO CABI
EXISTING
METER
BOARD
\6S•
X
EXISTING SPRINT
POWER CABINET
EXISTING 6'-6" X
12'-0" CONCRETE PAD
4 PROPOSED SPRINT
q_7 BBU CABINET
3 PROPOSED SPRINT
q-7 MMBS CABINET
EXISTING SPRINT
ICE BRIDGE
EXISTING SPRINT
GPS ANTENNA
TO BE REMOVED
2 PROPOSED SPRINT
RF-1 HYBRID ROUTE
3 PROPOSED SPRINT
A-8 GPS ANTENNA
EXISTING SPRINT
BATTERY CABINET
TO BE REMOVED -
EXISTING SPRINT COAX
ROUTE TO BE REMOVED
EXISTING SPRINT
RADIO CABINET
TO BE REMOVED
INT
1,rCAB,NET
4 �,;i � dMMBS
I
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--------------------
p I I
SPRINT
i
BATTERY nl
CABINET
---
-------------------
SPRINT
RADIO j
CABINET
I I N
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1'-0" 2'-10"
6'-6"
(EXISTING SPRINT LEASE AREA)
w
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EXISTING
METER
BOARD
24"x36" SCALE: 1/2" = 1'-0" EXISTING EQUIPMENT PLAN 1 24"x36" SCALE: 1/2" = 1'-0" PROPOSED TEMP. EQUIPMENT PLAN (INTERIM) 2
11"x17" SCALE: 1/4" = 1'-O" 2' 1' 0" 2' 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2'
NOTE:
EXISTING SPRINT STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, Sc NEW CABINETS/TEMPORARY
POWER CABINET PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
EXISTING 6'
12'-0" COS
4 PROPOSED
q_7 BBU CABINE
3 PROPOSED
A—� MMBS CABII
EXISTING Sf
ICE BRIDGE
2 PROPOSED
RF-1 HYBRD ROL
3 PROPOSED
A-8 GPS ANTEN
STING
M ETER
BOARD
6S.
EXISTING ITEMS TO BE REMOVED
CDMA ANTENNA
(6 TOTAL, 2 PER SECTOR)
RADIO CABINET
1
BATTERY CABINET
1
COAX CABLE
(6 TOTAL, 2 PER SECTOR)
24"x36" SCALE: 1/2" = 1'-0" PROPOSED EQUIPMENT PLAN (FINAL) 3 NOT USED
1 1 "x 17" SCALE: 1 /4" = 1 ' -0" 2' 1 ' 0" 2' 4
HE INI-URMAI IUN UUN IAINLU IN I H15 5L I Ur UUNS I NUU I IUIN UUUUMLIN I J IJ 1-KUI-WL IANT by NAI UNL. FAINT UJt UN UIJLLUJUNL U I rlr-M I rl/AIV I I-IHI VVI-llurl KLLHI tJ I U U/Ammir-m JtKVII,tJ 13 J I NIU I LT t'NUrllbl I LU.
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SEC 3XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
r
RICHARD HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ENLARGED
EQUIPMENT PLANS
SHEET NUMBER:
A-3
REVISION:
0
i
ISE63XC320,
EXISTING SPRINT
ANTENNA (1 PER
3 TOTAL) TO BE
�300.
EXISTING SPRINT
ANTENNA (1 PER
TOTAL) TO BE HC
EXISTING SPRINT
ANTENNA (1 PER
3 TOTAL) TO BE
EXISTING SPRINT PANEL
ANTENNA (1 PER SECTOR, 3
TOTAL) TO BE HOTSWAPED
EXISTING SPRINT
PANEL ANTENNA (1
PER SECTOR, 3 TOTAL)
TO BE REMOVED
EXISTING SPRINT PANEL
ANTENNA (1 PER
SECTOR, 3 TOTAL) TO
BE HOTSWAPED
TRUE I MAGNETIC
NORTH NORTH
EXISTING SPRINT PANEL
ANTENNA (1 PER SECTOR,
3 TOTAL) TO BE REMOVED
PROPOSED SPRINT 1900MHz
2 ANTENNAS (1 PER SECTOR,
A-8 3 TOTAL) MOUNTED ON
EXISTING PIPE MOUNT
5 PROPOSED SPRINT 1900MHz RRU
A-6 MOUNTED BEHIND ANTENNA (1
PER SECTOR, 3 TOTAL) ' G
�C,
S
EXISTING SPRINT PANEL
ANTENNA (1 PER SECTOR,
3 TOTAL) TO BE REMOVED
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PROPOSED SPRINT 190OMHz
ANTENNAS (1 PER SECTOR, 2
3 TOTAL) MOUNTED ON —8
EXISTING PIPE MOUNT
PROPOSED SPRINT 5
190OMHz RRU MOUNTED A-6
BEHIND ANTENNA (1 PER
SECTOR, 3 TOTAL)
EXISTING SPRINT
PANEL ANTENNA (1
PER SECTOR, 3 TOTAL)
TO BE REMOVED
PROPOSED SPRINT 5
1900MHz RRU MOUNTED A-6
BEHIND ANTENNA (1 PER
SECTOR, 3 TOTAL)
PROPOSED SPRINT 1900MHz
ANTENNAS (1 PER SECTOR, 2
3 TOTAL) MOUNTED ON —8
EXISTING PIPE MOUNT
24"x36" SCALE: 1/2" = 1'-O"
EXISTING ANTENNA PLAN
1
24"x36" SCALE: 1/2" = 1'-0"
PROPOSED TEMP. ANTENNA PLAN
(INTERIM)12
1 1 »x17 SCALE: 1 /4 = 1-0 2 1 0 2
11"x17" SCALE: 1/4" = 1'—O" 2' 1' 0" 2'
NOTE:
STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES
BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW
CABINETS/TEMPORARY
1
PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
^
of �:u PROPOSED SPRINT 190OMHz
NOTE:
EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE.
>1 ANTENNAS (1 PER SECTOR, 2
N10 3 TOTAL) MOUNTED ON A-8
NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE
BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1,
SHEET A-6.
K_I c�1 EXISTING PIPE MOUNT
�300
PROPOSED SPRINT 19
2 ANTENNAS (1 PER SE
A-8 3 TOTAL) MOUNTED 0
EXISTING PIPE MOUNT
5 PROPOSED SPRINT 19
A-6 MOUNTED BEHIND ANT
PER SECTOR, 3 TOTAL
PROPOSED SPRINT 5
190OMHz RRU MOUNTED A-6
BEHIND ANTENNA (1 PER
SECTOR, 3 TOTAL)
PROPOSED SPRINT
1900MHz RRU MOUNTED 5
BEHIND ANTENNA (1 PER A-6
SECTOR, 3 TOTAL)
PROPOSED SPRINT 190OMHz
ANTENNAS (1 PER SECTOR, 2
3 TOTAL) MOUNTED ON —8
EXISTING PIPE MOUNT
FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS.
NOTES:
ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAID CENTER AND ORIENTATIONS WITH SPRINT PCS
PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED
STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER
STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
TYPE 1 TYPE 2
TYPE 3 TYPE 4
TYPE 5
TOTAL LENGTH
—35 m
—55 m
AWG 8 1 PAIR,
—65 m
AWG 6 1 PAIR,
^ 80 m
AWG 6 1 PAIR,
—100 m
AWG 4 1 PAIR,
HYBRID POWER
_
AWG 10 1 PAIR,
CABLE
AWG 12 3 PAIR
AWG 10 3 PAIR
AWG 8 1 PAIR,
AWG 8 3 PAIR
AWG 6 1 PAIR,
CONFIGURATION
AWG 10 2 PAIR
AWG 8 2 PAIR
CABLE DIAMETER
25mm
27mm
30mm
30/32mm'
32mm
450mm
BENDING RADIUS
300mm
330mm
390mm
450mm
OPTIC CABLE
LC/PC—to—LC/PC, SINGLE MODE
DU CABINET
2 PAIR POWER AND
OPTIC CABLE WITH PE PIPE
(POWER CABLE
TERMINAL MAX
SIZE AWG 4)
RRU POWER
AWG 8, 14.7-15.4mm
CABLE SPEC
AWG
2 PAIR POWER 2 PAIR POWER
10, 11.5-12.4mm
2 PAIR POWER 2 PAIR POWER
NON USE POWER
AND OPTIC CABLE
AND OPTIC CABL AND OPTIC CABL
AND OPTIC CABL AND OPTIC CABL
PROTECTION
WITH PE PIPE WITH PE PIPE
WITH PE PIPE WITH PE PIPE
RRU
/ HYBRID
CABLE
SCHEDULE
SECTOR
RRU MODEL
RRU FREQUENCY
HYBRID CABLE HYBRID CABLE JUMPER
JUMPER
RET
RET CABLE
RET CABLE
SPLITTER
LENGTH
DIAMETER
SIZE
LENGTH
LENGTH
MANUFACTURER MODEL NUMBER
MODEL
ALPHA
RRH—P4
(1)190OMHz
90'
N/A
1/2"
6'
9.8'
COMMSCOPE
iRET AISGv2.0
12"
MEDUSA HFC
BETA
RRH—P4
(1)1900MHz
90'
N/A
1/2"
6'
9.8'
COMMSCOPE
iRET AISGv2.0
12"
MEDUSA HFC
GAMMA
RRH—P4
(1)1900MHz
90'
N/A
1/2"
6'
9.8'
COMMSCOPE
iRET AISGv2.0
12"
MEDUSA HFC
ANTENNA SCHEDULE
- -- ----- _ ---- - ---- -- --- - - -- -- ---
SECTOR
-----------
ANTENNA ANTENNA
FREQUENCY
--
ANTENNA
MFR.
ANTENNA
MODEL
--
ANTENNA
QUANTITY
AZIMUTH
RAID CENTER
- _
ANT. SIZE
_-- - ------
ELECT TILT
MECH TILT
ALPHA
1900 MHz
RFS/CELWAVE
APXVRRI3—C—A20
1 (PER SECTOR)
0"
80'-0"
4'-6"
0°
0°
BETA
1900 MHz
RFS/CELWAVE
APXVRRI3—C—A20
1 (PER SECTOR)
135*
80'-0"
4'-6"
0°
0°
GAMMA
1900 MHz
RFS/CELWAVE
APXVRRI3—C—A20
1 (PER SECTOR)
240.
80'-0"
4'-6"
0°
0"
24"x36" SCALE: 1/2" = 1'-0" PROPOSED ANTENNA PLAN (FINAL)131NOTES & ANTENNA SCHEDULE 4
1 1 "x 17" SCALE: 1 /4" = 1'-0" 2' 1 ' 0" 2'
Spr*int,
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0
A S 'LL:
�-ram
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
EFFRIES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
�1kiCHARD .MALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ANTENNA PLANS &
SCHEDULES
SHEET NUMBER:
A-
REVISION:
1 0
ISE63XC320
THE INFORMATION CONTAINED IN THIS SET OF CONSIRUCHUN UUCUMLNIS IS NKUHKIEIAKY by NAIUNL. ANY UbL UK UlJ)ULUJVKt Ulntrt InHly InNI vvr-ni%,n RCu IGJ iv JLRVlVLJ 10 JIRIIiILI FlAUnioiiLv.
NOTE:
STRUCTURAL ANALYSIS
MUST BE PREFORMED
ON ALL ROOFTOPS,
FLAGPOLES AND
TOWER SITES BEFORE
INSTALLATION OF NEW
ANTENNAS, NEW RRUS,
& NEW
CABINETS/TEMPORARY
PLATFORM.
STRUCTURAL ANALYSIS
PROVIDED BY GENERAL
DYNAMICS.
24"x36" SCALE: 3/16" = 1'-0"
PROPOSED EAST & NORTH ELEVATION
1 1 "x 17" SCALE: 3/32" = 1 '—O" 4' 2' 0" 4'
1
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE U I HER I HAN I HAI WHICH KELAI ES I U CAKKILK SLKVICES IS S I KIC I LY HHUHIHI I ED.
S e
tint
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20 AG
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AR 5
ILE
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
s
RICHARD HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
PROPOSED EAST &
NORTH ELEVATION
SHEET NUMBER:
A-5
REVISION:
0
[S-E 6 3 X C320
-ANTENNA PORTS
---------
1
I
I
(
I
0 0 0 0
m m mo I
0 0 O
ANT 1 ANT 2 ANT 3
�,=;C
Z POWER
PORT
-48
VOLTS
0
co
NEW SAMSUNG
ANTENNA PIPE MOUNT
NEW SAMSUNG RRU
MOUNTING HARDWAF
NEW PIPE MOUNT
HARDWARE. CONTRACTOR
SHALL USE ADEQUATE
HARDWARE THAT FITS
WITH AN EXISTING FRAME.
NEW PANEL ANTENNA
WITH MOUNTING
HARDWARE
REFER TO 6/A-8
NEW 3 1/2" O.D. MOUNTING
PIPE
NEW 1900 MHZ RRU
NEW HYBRID FREQUENCY
CABLE
NEW HYBRID BREAK-OUT
CYLINDER AND ENCLOSURE.
CONTRACTOR SHALL MOUNT
WITH ADEQUATE HARDWARE TO
EXISTING FRAME.
NEW HYBRID
CABLE FROM NEW
RF CABINET
NEW JUMPER
(TYP.)
22"x34" SCALE: NOT TO SCALE ANTENNA &HYBRID CABLE 1 22"x34" SCALE: NOT TO SCALE NOT USED 2 22"x34' SCALE: NOT TO SCALE NOT USED 3 22�'x34�� SCALE: NOT TO SCALE NOT USED 4
11 "x17" SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE
1 ' -1 3/4"
- OPTIC PORT -
:
i
I O
I
I
I
0
I w
O
ANT 0
I
I
too
j,-_
i�GROUND
i
i
i
i
i
i
I
I
• � • O • • •
I
I
I
I
I
DIMENSIONS
- - - - - - - - - -� HxWxD: 350x6O5x228mm
RET (13.8"x23.8"x9)
PORT WEIGHT: 65LBS
MOUNTING TABS, TYP.
c'
Oz
ZL.L
ULL
w�
��
0:�a
w
w
TOP VIEW
NEW
SAMSUNG
MOUNTING
BRACKET AND
HARDWARE
3 1 /2" O.D.
MOUNTING PIPE
w
w
3 1 /2" O.D.
MOUNTING PIPE
LEFT SIDE VEW
PER RRU
TECHNOLOGY
REQUIREMENTS
FRONT VIEW
NEW
SAMSUNG
MOUNTING
BRACKET AND
HARDWARE
22"x34" SCALE: NOT TO SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS 5 22"x34" SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 6
1 1 "x17" SCALE: NOT TO SCALE 1 1 "x17 SCALE: NOT TO SCALE
RECTIFIER RF-ANTENNA
0 1 2 3 — — —
I
I
I
I
7) RF CABLE
3) RRH-P4 GROUND CABLE
FEEDER LINE GROUND CABLE I
(GROUND KIT/7/8 IN. FEEDER
LINE OR MORE)
MGB TGB •=+_•
I
rl)B GROUND CABLE 2) TGB GROUND CABLE
_ TGB AND GROUND KIT ARE USED IN CASE 1
OF THE 7/8 IN. FEEDER LINE OR MORE
22"x34" SCALE: NOT TO SCALE 7 22"x34" SCALE: NOT TO SCALE r USED
1 1 "x17" SCALE: NOT TO SCALE SAMSUNG MMBS WIRING DIAGRAM 11 "x17" SCALE: NOT TO SCALE NOT l ISED
•-rrc- --n /,Annirn ic, 7-77,77, v nnni ii77,
Sprint
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AS I L 1:
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 — 0 5 —12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
CHARD B. HALLATE OF WASHINGTON
Z
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-6 1
REVISION:
0
ISE63XC320
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCHON UUUUMENTS IS PRUNRIEIARY by NAIUKt. HNT U�t UM UIJI.LUJUfCC UInGI\ it-Ir+Lj'%I�_ - 111 11
3" MIN
9'-4" -�F" MAX 9'-4"
ITEM
SPECIFICATIONS
CAPACITY
MAX. 4 BATTERY STRINGS
AIR—CONDITIONER/COOLING
COOLING
WITH FAN FOR EMERGENCY
MODE (MCLEAN T20 HVAC)
SOUND LEVEL
658A 01.5m
71(H) x 41.25(D) x
SIZE
27.6(W) INCH 1800(H) x
1048(D) x 700(W) mm
--
CABINET WEIGH
-------------------------- --
370 LBS
PER BATTERY
529 LBS
STRING WEIGHT
NARADA 190AH
BATTERY
(12NDT190) AGM TYPE
(VRLA)
AC POWER
220VAC, 3.5AMP TYP.
14.4AMP STARTING
DC POWER
1OA MAX 048DVC
ELECTROLYTE
APPROX 9 GAL
CAPACITY
AC INPUT CIRCUIT BREA
BATTERY BREAKER
BATTERY BREAKER
BATTERY BREAKER
BATTERY BREAKER
BATTERY CABLE TERMI
GROUND
CABLE ENTRAI
FRONT VIEW
a
4TH BATTERY
3RD BATTERY
2ND BATTERY
1 ST BATTERY
I 22"x34" SCALE: NOT TO SCALE OUTDOOR MMBS ll v LBS & BBU TYPICAL LAYOUT I 1 I 22"x3BBC I CABINET
4" SCALE: NOT TO SCALE I 2 I
11 "x 17" SCALE: NOT TO SCALE
O
I
Ln
HEX HEAD
STOPPING PLUGS
0
0
0
0
0
0
0
0
00 00
0
0
I
1'-10" 2"
BACK VIEW
I
N
Lo
I
TOP VIEW
2'-5"
SIDE VIEW
2-2
2'-5"
BOTTOM VIEW
2'-3"
FRONT VIEW
MMBS EQUIPMENT WEIGHT & DIMENSIONS
MMBS CABINET
l800x7OOx1018(820)mm/70.8in x 29.5in x 40.1(37.0)in
MMBS CABINET
251kg (553lbs) W/O DU SHELF
I 300kg W/4 DU SHELF
Ln
I
.•
2'-3"
2'-3"
FRONT VIEW
2'-3"
SECTION B
4i
3'-5"
2'-5"
SIDE VIEW
2" 2'-3"
I
N
T�
BBU EQUIPMENT WEIGHT & DIMENSIONS
BBU CABINET l800x700xl0l8(820)mm/70.8in x 29.5in x 40.1(37.0)in
BBU CABINET I 168kg (370lbs) W/O BATTERY I 1136kg WITH BATTERY
BOTTOM VIEW
SECTION A
2'-1"
TOP VIEW
I
22"x34" SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS 3 22"x34" SCALE: NOT TO SCALE BBU MECHANCIAL SPECIFICATIONS 4
1 1 "x17" SCALE: NOT TO SCALE 1 1 x17" SCALE: NOT TO SCALE
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE 01 HER I HAN I HAI WHICH RELAI ES I U CANNIEN JENVICES 15 51 NIC I LY NNUH1131 I ED.
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
RICHARD B. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
EQUIPMENT DETAILS
OUTDOOR SPECIFICATIONS
SHEET NUMBER:
A-7
REVISION:
0
ISE63XC320
MANUFACTURER: RFS/CELWAVE
MODEL: APXVRR13—C—A20
WEIGHT: 39.5 LBS
DIMENSIONS: 54.8" X 13.8" X 4.3"
FREQUENCY: REFER TO RF DATA SHEET
13.8"
1 i_,q"
Lo
4"
MAX
4.3"
Urb—
UNIT
GPS—
ANTEP
ATTAC
1"0 F
1 " DIA SCH. 40
STAINLESS STEEL OF
GALV. PIPE
MINIMUM OF 75% OR
270° IN ANY DIRECTION
SPS
(ADC (lf"�C`T L71 I(`TI(1AIC
15`
NOTES
RF CONNECTOR, TYP U'
1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1 "0, SCH.
• • 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE
�® • THREADED AT THE ANTENNA MOUNT END.
THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 18", 8'-0" IF
REMOTE ELECTRICAL MOUNTING TO NEW MMBS—BBU) USING A HAND OR ROTARY PIPE CUTTER TO
DOWNTILT ACTUATOR, TYP BOTTOM ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE
USED. THE CUT PIPE END SHALL BE DEBURRED.
2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN
RF CONNECTOR, TYP 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2° OF
LEVEL.
REMOTE ELECTRICAL
:7
DOWNTILT ACTUATOR, TYP FRONT SIDE 3. DO NOT SWEEP TEST GPS ANTENNA
ANTENNA INFORMATION 4. ATTACH GPS MOUNTING PIPE TO NEW MMBS—BBU USING (4) 8MMx15MM SS
PULLED FROM PRELIMINARY BOLTS AND (4) 1 " PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 2'-0"
PRODUCT DATA SHEET ABOVE MMBS—BBU CABINET.
22"x34" SCALE: NOT TO SCALE r T 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE NOT USED 1 1 1 "x17" SCALE: NOT TO SCALE 1900 ANTENNA DETAIL 2 1 1 "x17" SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT 3 1 1 "x17" SCALE: NOT TO SCALE GPS REQUIREMENTS 4
S66M BLOCK FOR UDA
GPS SURGE ARRESTOR
COMSEAL
—MARKER:ROXTEC UDA OR BH CABLE
—P/N:COMSEAL 16/16 GPS CABLE
00
MUDROOM DETAIL
ENLARGED TO SHOW NOTES
SEE PORT LAYOUT
DETAIL
9
PROPOSED MMBS—BBU
CABINET
O
MUDROOM
0
SEE PORT
LAYOUT DETAIL
REAR VIEW
BATTER'
RRU GE
RRU
PORT LAYOUT DETAIL
ENLARGED TO SHOW NOTES
BATTERY #0
AC/GROUND
RRU ALPHA
EXISTING MONOPOLE
O
0
0
vIJ
PROPOSED MMBS—BBU
CABINET
NEW HYBRID FANOUT
CABLE TYPICAL OF 3.
SUPPORTED BY
HOISTING GRIP EVERY
200'-0"
2" LB HOUSING INTO
EXISTING COLLAR
MUDROOM 0
MOUNT
0
0
2" SEAL TIGHT
2" LB HOUSING INTO
CONDUIT FOR HYBRID
CABLEW P/N #8436
MUDROOM
2" HEAVY WALL
2" HEAVY WALL
COUPLING
COUPLING
2" SEAL TITE FLEXIBLE
0
CONDUIT TO PROPOSED
2" SEAL TITE
EQUIPMENT
STRAIGHT CONNECTOR
2" SEAL TITE STRAIGHT
2" HEAVY WALL
CONNECTOR
CONDUIT COUPLING
2" SEAL TITE
FLEXIBLE CONDUIT
PROPOSED UNIVERSAL
ANGLE ADAPTER
PROPOSED BUTTERFLY
CONDUIT HANGERS
2" SCH 80 PVC
FROM TELCO BOX 2" HEAVY
INTO MUDROOM WALL CONDUIT
MICROFLECT ANGLE
ADAPTOR P/N
*8-157 W/ %" GALV.
ALL THREAD
O 0
SEAL TIGHT STRAIGHT
COUPLING P/N #88412
MICROFLECT PIPE
KIT P/N #62127
SIDE VIEW
COAX PORT
CLAMP (SHALL BE
CLAMP DETAIL
SHALL SOLIDLY BIND TERMINATION CLOSURE
TWO POINTS SHALL BE FIXED BEFORE RRU CONNECTION CLOSURE
AND ROLLED CABLE
CABLE SHALL BE PLACED NOT TO TOUCH WITH TOWER STRUCTURES
OR OTHER MATERIALS. BENDING RADIUS OF ROLLED CABLE SHALL
BE LARGER THAN REQUIREMENTS OF SPECIFIC PRODUCT.
NEW 3 1/2" O.D.
ANTENNA MOUNTING
PIPE
PROPOSED 1900
ANTENNA
NEW CROSS —OVER
PLATE (MTS PN
XP-2040)
22"x34" SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL 5 22„x34„ SCALE: NOT TO SCALE TYPICAL BOOM & STAND-OFF DETAIL 1900 ANTENNA DETAIL 6j
11 %17" SCALE: NOT TO SCALE 11 x17 SCALE: NOT TO SCALE
fHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN 15 IS PROPRIE IARY BY NAI UNL. ANY U5t UK UIJLLUJUKL U I r1LK I MAIN i rVil WrllUrl Mr_LJ-\I CD 1 U DGF\VlUE_D 13 D I F'M_, I LI r rCUflID111LU.
•
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFR-ILS
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9_ 0 5_, 2
ISSUED FOR:CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
RICHAR HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20113
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-8
REVISION:
1 0
ISE63XC320
NO'LS
............
1. Iv':.L. L.TIPL..I CONDL.JITS CAN BE
Pi ACED THE SAME TREND
AS T.(DN AS
A MINIM JM
SEC='AR�'�_, ION PER THE LO(I"' L
iILI C : ( 0MI. �AN E'. I.� MAIN, INEI_:.
IN ALL_ CASES {, � "€NIN1. lM
C.EfiILR Iu " tiCER SC t�C f�
6_1, L� ONL 11- 5 IS R ._ 0 /NOC.
REQUIRED
r )C
2. wN C RAC- OR SHALL RES CORE
I HE I R NC 10 1 S ORIGINAL
C"OND I IONS
BY I HE
S : D NG OR SO DIPJG �F:,gSS
A.Rf A.S. Oi REPLACING'ASPI IAI..T OR C'ONI RETE
ARL.-A S :.. _,
ORIGIN•.L CRCSS SECTION.
A -
:. .,N,"; �,sT a NEEDED, OVER Cl.!' [s' �TC1 SI..,E`; C?F ��?ENC'.
BY MIN'�fUPvl
1 :i TO AVOID
DEhRESSON IN I HP PUIURE
INISI... FD GRACE: 0R AC —,
2 —6 f
-'AVING MAIC H SLOP
TI IICKNESS OF E.XIS- ING '
'COMPA:—ED
'TOMIN OJ...%
'� �� i�
. O D . ..
'v '- I- J
MAX. DENSITY PER
AS Iv D155I
METH OD D
UNDISTURBEC)
EA.RIH---------
ELC�/ O•� W
;,,
�. �L.G
CONDUITS
o
=1 I I=1 I I=1 I M I Ml 11=1 11 1 11=1 Qr/
Ld
11=1 11=1 I El I I -I I Ed I El I Ed I I /i � W
-111-III-I I -_� z
i 411=111=11� � {=1 ��=T1 I 1—I I /Q
=I I M 1 1=I I I=1 1 1=1 I I 11 1=[l�=�{ u I' t y O to
II -I 11—IIla 11—I I la Imi I F1 I I--_, //Q dAE<PIIiJC z 0
—III-111—I I I—LIT-1 I I —III —III —I \\/\ I �I ``
11-11 1-I 11-III-111 111-1 I I -I I I��\Q//�
=1 I I-III=111=1 I I-11 I -I I I=111I T�/j\ l M
LL�I_LL=1 I I-III-I.I J-III-I LL-_LL�� �
< /
\\\\
MIN 6 1 —0 MIN
CLEARANCE \\�SAND HF;n;I-;I.G
EXISTING CONC. SLAB
ANCHOR SCHEDULE
BOLT DIA.
HOLE DIA.
"E" EMBEDMENT
3/8"
3/8"
2»
1 /2"
1 /2"
3"
5/8"
1 5/8"
3 1 /8"
3/4"
3/4"
3 3/4"
W
J
EQUIPMENT CABINET
m
Q
L J
HILTI KWIK BOLT—TZ
W
USE S.S. KB—TZ FOR
W
OUTDOOR APPLICATION
NOTES:
1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY
X—RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL
EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY
AT THE EXPENSE OF THE CONTRACTOR.
2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT—TZ PER ESR-1917)
CONCRETE EXPANSION ANCHORS AGAINST SEISMIC.
3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED.
4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS.
22"x34" SCALE: NOT TO SCALE UTILITY TRENCH DETAIL I 1 ( CABINET ANCHOR NOT USED
DETAIL (2 I 22"x34" SCALE: NOT TO SCALE I 3 I
1 1 %17" SCALE: NOT TO SCALE 1 1 N17" SCALE: NOT TO SCALE
22"x34" SCALE: NOT TO SCALE NOT USED 1 4 I
1 1 "x17" SCALE: NOT TO SCALE
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE UN UISCLOSUKL U I HLN I HAN I HAI wHIUH NLLAI LJ I U UANI-<ILhC JLNVIULb IJ J I NIU J LT F'NUHIbl I Lu.
•
rintp"'
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WSA M S!U gN AG
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5"/"w ""o LN E
PACIFIC TELECOM SERVICES, L L C
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
f
(CHARD . ALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-9
REVISION:
0
rST63XC320
TYPICAL HYBRID CABLE COLOR CODE
SECTOR
FIRST RING
SECOND RING
THIRD RING
A
GREEN
NO TAPE
NO TAPE
B
GREEN
GREEN
NO TAPE
G
GREEN
GREEN
GREEN
FREQUENCY COLOR CODE FOR PAIRS
AND FIBER CABLES OF HYBRID CABLE
FREQUENCY COLOR CODE
FIRST RING
SECOND RING
1900 MHz
YELLOW
RED
TYPICAL JUMPER CABLE COLOR CODE
FREQUENCY
ANTENNA PORT
RRU PORT
CABLE
COLOR
1900 MHz
- _
PCS1 -45'
ANT 0
BLUE
PCS1 +45'
ANT 1
WHITE
PCS2 -45'
ANT 2
GREEN
PCS2 +45°
ANT 3
BROWN
RET
RET
RED
NOTES:
ON HIGH CAPACITY SITES OR ON FOUR -SECTOR SITES NEEDING AN ADDITIONAL LINE AND RRU
CONTACT GDIT SITE SUPERVISOR FOR COLOR CODE INFORMATION ON ADDITIONAL LINES.
SUPPLIER
SAMSUNG FIBEROPTICS
ASIA TAI
LENGTH
TOTAL WEIGHT
WEIGHT
LF
TOTAL WEIGHT
WEIGHT
LF
TYPE
FT
KG)
(LBS)
(KG)
(LBS)
(KG)
(LBS)
(KG
�1_13S
_
60
13
28
0.2
0.5
19
41
0.3
0.7
TYPE 1
75
16
35
0.2
0.5
22
49
0.3
0.7
90
19
42
0.2
0.5
26--
57 -
0.3 -
- - 0.7
105
30
66
0.3
0.6
29
65
0.3
0.7
120
34
75
0.3
0.6
33
73
0.3
0.7
TYPE 2
135
38
85
0.3
0.6
46
101
0.3
0.7
150
43
94
0.3
0.6
51
112
0.3
0.7
165
47
104
0.3
55
122
0.3
0.7
_
180
69
151
0.4
_0.6
0.8
72
160
0.3
0.7
TYPE 3
195
75
164
0.4
0.8
78
173
0.3
0.7
210
80
177
0.4
0.8
85
187
0.3
0.7
225
89
196
0.4
0.9
102
224
0.3
0.7
TYPE 4
240
95
209
0.4
0.9
109
239
0.3
_
0.7
255
101
222
0.4
0.9
115
254
0.3
0.7
270
133
293
0.5
1.1
122
270
0.3
0.7
285
141
310
0.5
1.1
152
335
0.3
0.7
TYPE 5
300
148
326
0.5
1.1
160
353
0.3
0.7
315
155
342
0.5
1.1
168
371
0.3
0.7
330
163
359
0.5
1.1
176
388
0.3
0.7
TYPE 1
TYPE 2
TYPE 3 TYPE 4
TYPE 5
TYPE 6
TYPE 7
TOTAL LENGTH_
-114'-9._95"
N180-5.35
N 213 -3.05
N262 -5.60
-1
N420 -0
N550 -0 "
HYBRID POWER
AWG 10 1 PAIR,
AWG 8 1 PAIR,
_
AWG 6 1 PAIR,
_
AWG 6 1 PAIR,
_ _�328
AWG 4 1 PAIR,
AWG 4 1 PAIR,
AWG 2 1 PAIR,
CABLE
AWG 12 3 PAIR
AWG 10 3 PAIR
AWG 8 1 PAIR,
AWG 8 3 PAIR
AWG 6 1 PAIR,
AWG 6 3 PAIR
AWG 4 3 PAIR
CONFIGURATION
AWG 10 2 PAIR
AWG 8 2 PAIR
CABLE DIAMETER
0.98"
1.06"
1.18"
1.18"/1.25"
1.25"
1.56"
1.69"
BENDING RADIUS
11.81 "
12.99"
15.35"
17.71"
17.71 "
18.00"/30.00"
21.00"/35.00"
OPTIC CABLE
LC/PC-to-LC/PC, SINGLE MODE
DU CABINET
2 PAIR POWER AND OPTIC CABLE
WITH PE PIPE
(POWER CABLE
TERMINAL MAX
SIZE AWG 4)
AWG 8, 0.57"-0.60"
8 AWG CABLES
4 PAIRS
RRU POWER
CABLE SPEC
2 PAIR POWER
2 PAIR POWER
AWG 10, 0.45"-0.48"
2 PAIR POWER 2 PAIR POWER
2 PAIR POWER
2 PAIR POWER
NON USE POWER
AND OPTIC CABLE
AND OPTIC CABL
AND OPTIC CABL
AND OPTIC CABL AND OPTIC CABL
AND OPTIC CABL AND OPTIC CABLE
PROTECTION
WITH PE PIPE
WITH PE PIPE
WITH PE PIPE WITH PE PIPE
WITH PE PIPE
WITH PE- PIPE
SUPPLIER
T_ESSCO
TYPE
TOTAL WEIGHT
-LENGTH
�FTj
KG
LBS
TYPE 6
1
0.73
1.6
1000
732
_
1613
420
402
887
TYPE 7
1
1
2.2
1000
1006
2218
550
553
1220
I 22N34" SCALE: NOT TO SCALE HYBRID AND JUMPER CABLES COLOR CODING I 1 I 22"x34" SCALE: NOT TO SCALE HYBRID CABLE TYPES 12 I
1 1 x 17 SCALE: NOT TO SCALE 1 1 x 17 SCALE: NOT TO SCALE
2" SPACE
2„ TAPE 2' TAPE 2» TAPE RING 2' TAPE RING
BETWEEN HYBRID 2" TAPE 2" TAPE
2" TAPE 1 " SPACE SECOND RING 1 " SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2" SPACE 1 " SPACE SECOND RING 1 " SPACE THIRD RING
FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2" TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER
HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR)
(4) PAIR COPPER
TO RRU
(6) FIBER CABLES
HYBRID COLOR CODE HYBRID COLOR CODE --J HYBRID COLOR CODE NO SPACE BETWEEN FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE J WRAP TAPE AROUND
TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE TIMES,
FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) MIN. (TYP)
(4) PAIR COPPER
TO CABINET
(6) FIBER CABLES
HYBRID CABLE
TO CABINET
2" TAPE
2" TAPE
2" SPACE
BETWEEN HYBRID
2 TAPE
�
2' TAPE
2" TAPE RING
2" TAPE RING
2" TAPE 1 " SPACE SECOND RING
1 " SPACE THIRD RING
CABLE COLOR CODE
FIRST RING
SECOND RING
2" SPACE 1 " SPACE SECOND RING
1 " SPACE THIRD RING
FIRST RING BETWEEN (IF APPLICABLE PER
BETWEEN (IF APPLICABLE PER
AND FREQUENCY
FREQUENCY COLOR
FREQUENCY COLOR
FROM END OF 2" TAPE RING BETWEEN (IF APPLICABLE PER
BETWEEN (IF APPLICABLE PER
HYBRID COLOR CODE RINGS SECTOR)
RINGS SECTOR)
COLOR CODE
CODE
CODE
BREAK-OUT CYLINDER FIRST RING RINGS SECTOR)
RINGS SECTOR)
HYBRID COLOR CODE -J HYBRID COLOR CODE --� HYBRID COLOR CODE
NO SPACE BETWEEN J FREQUENCY COLOR
HYBRID COLOR CODE HYBRID COLOR CODE
WRAP TAPE AROUND -' HYBRID CABLE
TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE
CABLE CODE (SEE TABLE
TAPE (SEE TABLE
TAPE (SEE TABLE
CABLE. THREE TIMES, TO RRU
FOR DETAILS) FOR DETAILS) FOR DETAILS)
FOR DETAILS)
FOR DETAILS)
FOR DETAILS)
MIN. (TYP)
HYBRID CABLE CONNECTION AT CABINET
2" TAPE
2" TAPE
2" SPACE
SECOND RING
FIRST RING
BETWEEN CABLE CODE 2" TAPE
FREQUENCY COLOR
FREQUENCY COLOR
AND FREQUENCY THIRD RING
CODE
CODE
COLOR CODE CABLE # 1" SPACE
NOTE:
1.
ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG.
2
T ANTENNA END
COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC.
FROM RRU
-
OF JUMPER
2.
THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2"
FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN
EACH RING.
2" TAPE
2" SPACE
2" TAPE 2" TAPE
3.
THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE
THIRD RING
BETWEEN CABLE CODE
FIRST RING SECOND RING
COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR.
CABLE #
AND FREQUENCY
FREQUENCY COLOR FREQUENCY COLOR
4.
INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE
1" SPACE
COLOR CODE
CODE CODE
COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE
"FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE.
5.
A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE.
RRU & END
- - z FROM ANTENNA
6.
THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO
OF JUMPER
SPACES.
7.
THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID
CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS
POSSIBLE.
8.
COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE.
JUMPER
CABLE CONNECTION
AT RRU AND ANTENNA
22"x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE HYBRID CABLE COLOR SCHEME DETAIL131
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NAI URE. ANY U5E UK U15GLU�UKt U I t-iLN I RAIN I r1AI VVr1ILrI NLUAI tJ I U l h MMILM JLMVIULJ 13 J 1 MIU I LT rMIJn101 I LU.
Spr*int*
PSIA IM S U N
! 9 AG
C6,OWN
As 9
Ira
Is I L
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
ILFRUES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
ICHARD
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ANTENNA AND CABLE
COLOR CODING DETAILS
SHEET NUMBER:
fZ,,F-1
REVISION:
0
IS E 63 X C3 2 0
ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL
ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND
ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC
STANDARDS.
2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF
POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE
REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE
PHASE WITH 200 AMP RATING.
3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE
REQUIREMENTS TO TERMINATE AT THE PPC CABINET.
4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT
SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES
SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER
WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY.
5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL
COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY.
6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON
TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT
EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE
INDICATED.
7. ALL TELCO
CONDUIT LINES SHALL BE
4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE
INDICATED.
THE TELCO CONDUIT
FROM
THE PPC SHALL BE ROUTED AND TERMINATED AT
DESIGNATED
TELCO DEMARCATION
OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE
(IN FENCED
AREA), OR END CAP
OFF
AND PROVIDE MARKER STAKE PAINTED BRIGHT
ORANGE WITH
DESIGNATION FOR
TELCO
SERVICE.
8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION
SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES
CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS.
9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE
PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL
BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET
FOR BREAKER REQUIREMENTS.
10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE: PROVIDED BY GENERAL
CONTRACTOR.
11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY
QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE
CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO
THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE
PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED.
12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE
APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO
ROUGH -IN.
13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION
AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS.
14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
ELECTRICAL NOTES (CONTT
16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC
TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT
ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER.
17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT
INSULATING GROUNDING BUSHINGS.
18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10
AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167
DEGREES F), 98' CONDUCTIVITY. MINIMUM #12.
19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES
AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR
APPROVED EQUAL.
20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.
21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT
TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND
COMPLY AS REQUIRED.
22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN.
23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE
SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE
BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES,
STARTERS, AND EQUIPMENT CABINETS.
24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL
WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS
CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION.
25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE
PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT
CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED
FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S
APPROVAL.
26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY
WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE
STATE.
27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH
BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION
MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED
CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL
MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR
PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES.
ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE.
28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE
FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER
PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE
PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE
EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE
INFORMA11ON AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS
MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS).
29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG
OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO
ROUGH -IN.
SITE NUMBER: SE63XC320 MODEL NUMBER: TBD
VOLTAGE: 240V/120 PHASE: 1 WIRE: 3
MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: TBD
MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBD
ENCLOSURE TYPE: NEMA 3R N to GROUND BOND: TBD
PANEL STATUS: EXISTING INTERNAL TVSS: TBD
CKT
LOAD DESCRIPTION
BREAKER
AMPS
BREAKER
POLES
BREAKER
STATUS
BREAKERBREAKE
POLES
AMPS
LOAD DESCRIPTION
CKT
1
4812 CABINET
150
4
ON
1
30
TVS S
2
3
--
--
--
ON
1
--
--
4
5
--
--
--
ON
--
10
IFAN
6
7
--
--
--
ON
--
20
GFCI
8
9
SAMSUNG MMBS CABINET
100
2
ON
--
20
LIGHT
10
11
--
--
--
ON
--
20
SPARE
12
13
SAMSUN BBU CABINET
15
1
N/A
1--
--
--
14
15
BLANK
--
--
N/A
--
--
--
16
17
BLANK
--
--
N/A
--
--
--
18
19
BLANK
--
--
N/A
--
--
--
20
21
BLANK
I--
--I
N/A
--
--
--
22
23
BLANK
--
--
N/A
--
--
--
24
Ni nTF_'::�
GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND
JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED
NEW NETWORK VISION EQUIPMENT.
I 22"x34" SCALE: NOT TO SCALE ELECTRICAL NOTES I I 12 I
1 1 %17" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHED[ ILE
TO EXISTING UTILITY POWER
SOURCE
200A
EXISTING SERVICE GROUND
CIRCUIT SCHEDULE
NO
FROM
TO
CONFIGURATION
10
SOURCE
METER CENTER
EXISTING
2
O
METER DSC
/
TRANSFER SWITCH &
EXISTING
LOAD CENTER
TRANSFER SWITCH &
GENERATOR
LOAD CENTER
RECEPTICLE
EXISTING
®
TRANSFER & LOAD
NEW MMBS CABINET
(3) #2 AWG, (1) #8 GND IN
CENTER SUB -PANEL
2" CONDUIT
TRANSFER & LOAD
_ _ _
NEW BBU CABINET
(3) #10 AWG, (1) #10 GND IN
"
CENTER SUB -PANEL
1 CONDUIT
EXISTING 200A
METER/DISCONNECT SWITCH
EXISTING LOADS (REFER TO
PANEL SCHEDULE
m
frT.7.W� 0 0 Warn
EXISTING 200A GENERATOR
RECEPTACLE
TRANSFER SWITCH & LOAD
CENTER
22"x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE ELECTRICAL ONE -LINE DIAGR -Aml 31
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NAI UKL. ANY U5t UK UlJ)ULUJUKt U I HtK I RAIN I MA1 WrlK m KtLAI tJ I U l AMMILM Z)r_MVII,LJ IJ J I KIW LT t'KUNIL51 I LU.
0
Sprintl,)p
rS A FM S!U N
61h.- - a AG
Am A& Ap""llv
ff . e 0
WN
AS L IN.
r ram
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
RICHARD . HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ONE -LINE DIAGRAM &
POWER PANEL SCHED.
SHEET NUMBER:
E-1
REVISION:
0
ISE6-3XIC3201
F_ ----
MMBS PORT LAYOUT
CONDUIT NO.
USAGE
0
BATTERY
1
AC/GROUND
2
RRU SECTOR 1
3
RRU SECTOR 2
4
RRU SECTOR 3
5
BATTERY
DC POWER ELECTRICAL NOTES: M V"1VV
MANUFAACC TURED HYBRID CABLES
1. MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 in)
2. MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in).
WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT,
COLD SHRINK SHALL NOT BE USED.
3• ROUTE DC CONDUCTORS IN CONDUITS TO PROPOSED MMBS CABINET 48VDC
POWER DISTRIBUTION PANEL TO AND FROM PROPOSED BBU CABINET.
4. —48 VDC CABLES BETWEEN PROPOSED MMBS CABINET & RRU'S ARE
FACTORY ASSEMBLED AND EQUIPED WITH ONE PRE —TERMINATED END.
5. ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE
UL THERMOSET INSULATED.
� S
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE DC POWER DIAGRAM 1 1 1 "x17" SCALE: NOT TO SCALE NOT USED 2
2" SEAL TITE 90" CONDUIT
CONNECTOR P/N:500007 OR
SEAL TITE CONNECTION
SHEET —DETAIL D
2" SEAL TITE FLEXIBLE CONDUIT
FROM STUB UP TO EQUIPMENT
(6'-0" MAX.)
2" HEAVY WALL COUPLING
2" SEAL TITE STRAIGHT
CONNECTOR
2" SCH. 80 PVC TO STUB UP
AT EQUIPMENT LOCATION
22"x34 SCALE: NOT TO SCALE EQUIP. POWER CONDUIT CONNECTIONS 3 1 22"x34" SCALE: NOT TO SCALE SEAL TITE POWER CONDUIT CONNETION 4 22;;x34" SCALE: NOT TO SCALE NOT USED 5
1 1 "x17" SCALE: NOT TO SCALE 1 1 x17' SCALE: NOT TO SCALE 1 1 x17 SCALE: NOT TO SCALE
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCT ION DUCUMLN 15 IS PROPRILIARY 13Y NAI UKL. ANY UJL UK UlJ)ULUJUNL U i rlr-M I nHly I nl-\I VMIUM Mr-L/'\I CJ I U IiHRRIGfC JGfCVILCJ 13 J I RIU I LT r-MUrIIDI I CU.
Spr*int
rS A IMSU N AG
OWN
ASTLE
r ram
PACIFIC TELECOM SERVICES, L L C
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
EFFRIES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
/ ARCHITECT
A
RICHARD B. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
DC POWER ONE -LINE
D IAG RAM
SHEET NUMBER:
E-
REVISION:
1 0
ISE6,3XC3201
34U
32U
30U
28U
26U
24U
22U
20U
18U
16U
14U
12U
10U
8U
6U
4U
2U
DOOR WITH 2X FAN AND FILTER
LEFT DIN RAIL
SERVICE LIGHT
SMOKE DETECTOR
RIGHT DIN RAIL
SUPPORT PLATE
1ST GROUP OF DC
SPDs
2ND GROUP OF DC
SPDs
SUPPORT FOR BSDU
3RD GROUP OF DC
SPDs
1 /0 MONITOR
Noun
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000000000000a00000
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.•
POWER CORE
RECTIFIERS
HXDXW: 1800x823x700MM
l800x823x9O5M M
CABINET HEIGHT
W/O PLINTH:
1650MM
70
.•
50
40
30
20
10
r— GROUNDING BAR
OUND BUS
BAR
POLYPHASE
BRACKET
POLYPHASE
PROTECTOR
GROUND
cc ni �nIz
r
ER AND
3 RACKET
JK CABLE
NBLE
.,..� . CABLE
�22"x34" SCALE: NOT TO SCALE OUTDOOR MMBS-BBU ELECTRICAL DETAILS ( I 22"x34" SCALE: NOT TO SCALE
MUDROOM ELECTRICAL DETAIL121
11"xl7" SCALE: NOT TO SCALE 11"xl7" SCALE: NOT TO SCALE
1,0% OLt-\Uri 3MILLUCU L`F /1VVh l.J) IDL./-lVf\ Ji iiLLULU L`t /-\VYv
CAT5e IN PROPOSED 2" CONDUIT CAT5e IN EXISTING CONDUIT
NOTES:
1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC.
2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CAT5e INTO MMBS—BBU MUDROOM.
3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING GELCO BOX NEXT TO EXISTING PPC CABINET.
22"x34" SCALE: NOT TO SCALE 22'x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE TELCO RISER DETAIL 3 I 1 1 "x17" SCALE: NOT TO SCALE NOT
i vOT USED141
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER KHAN IHAI WHICH KELAIES 10 CAKKIEK SEKVICES IS SIRICILY PROHIBITED.
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
J ARCHITECT
t
r
RICHARD B. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
ELECTRICAL DETAILS
OUTDOOR SPECIFICATIONS
SHEET NUMBER:
E-3
REVISION:
1 0
ISE63XC3201
EXISTING SPRIN
BATTERY CABIN[
EXISTING SPRIN
UNDERGROUND
& TELCO ROUT
EXISTING SPRIN
RADIO CABINET
EXISTING
METER BOARD
ss.
PROPOSED SPRINT
BBU CABINET
PROPOSED SPRINT
UNDERGROUND POWER
& TELCO ROUTE
PROPOSED SPRINT
MMBS CABINET
7777
PROPOSED SPRINT
UNDERGROUND POWER
& TELCO ROUTE �:
EXISTING SPRINT
BATTERY CABINET
TO BE REMOVED -
EXISTING SPRINT
UNDERGROUND POWER
& TELCO ROUTE TO
BE REMOVED
EXISTING SPRINT
RADIO CABINET
TO BE REMOVED
w
d >
SPRINT
MMBS
CABINET
---------------------
I
I
SPRINT
BATTERY
w
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CABINET
im
w----
-------------------- 1,
SPRINT
RADIO
I
CABINET
---------------------
E—
T E— T E— T
E
T—E T —E —T
ISTING
METER BOARD
6S.
24"x36" SCALE: 1/2" = 1'-0" EXISTING ROLITING PLAN 1 24"x36' SCALE: 1/2;; _ 1'-0" NEW TEMP. ROLITING PLAN (INTERIM) 2,
> 11 x17 SCALE: 1 4 1 —0 2 1 0 2
11 x17 SCALE: 1/4 = 1 —0 2 1 0 _ 2
PROPOSED SPRINT
BBU CABINET
PROPOSED SPRINT
UNDERGROUND POWER
& TELCO ROUTE
PROPOSED SPRINT
MMBS CABINET
PROPOSED SPRINT
UNDERGROUND POWER
& TELCO ROUTE
SPRINT
BBU
~ CABINET
w
SPRINT
MMBS
.-ice. CABINET
E — T — E — T — E T
EXISTING
METER BOARD
NOTE:
STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY
PLATFORM, STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
24"x36" SCALE: 1/2" = 1'-0" NEW ROLITING PLAN FINAL
1 1 "x 17" SCALE: 1 /4" = 1'-0" 2' 1 ' 0" 2' (FINAL) 3 NOT USED 4
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PACIFIC TELECOM SERVICES, L L C
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
61CHARD : ALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
CONDUIT ROUTING
SHEET NUMBER:
E-
REVISION:
0
rSE(63XIC320
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION UUCUMEN 15 IS PRUPRIEIARY BY NAI UNL. ANY UAL UK UlJ) ULUJUKL U I HLK MAN 11-11AI VVnlUrl I U U,tAF\ IGr-\ OEF-Mur-J 13 J I MU I L I r-FTUnIDI I GU.
LEGEND
■
EXOTHERMIC CONNECTION
❑
MECHANICAL CONNECTION
0
COMPRESSION CONNECTION
CGB
COLLECTOR GROUND BAR
MGB
EXTERNAL GROUND BAR
CONNECTION FROM EXISTING
SPRINT ANTENNA GROUND BARS
TO EXISTING MASTER GROUND B/
NEW SPRINT ANTENNA MOUNTING
PIPE CONNECTED TO EXISTING
ANTENNA GROUND BAR
NEW SPRINT RRU CONNECTED TC
EXISTING ANTENNA GROUND BAR
(1) CONNECTION PER RRU
NEW SPRINT ANTENNA MOUNTING
PIPE CONNECTED TO EXISTING
ANTENNA GROUND BAR
NEW SPRINT RRU CONNECTED TC
EXISTING ANTENNA GROUND BAR
(1) CONNECTION PER RRU
EXISTING FINAL GROUND LEAD FROM
MASTER GROUND BAR TO EXISTING
MONOPOLE GROUND RING
EXISTING SPRINT MASTER 9
GROUND BAR AT GROUND LEVEL E-7
NEW SPRINT ANTENNA MOUNTING
PIPE CONNECTED TO EXISTING
ANTENNA GROUND BAR
NEW SPRINT RRU CONNECTED TO
EXISTING ANTENNA GROUND BAR
(1) CONNECTION PER RRU
EXISTING SPRINT 6
ANTENNA GROUND BAR (3 E-7
TOTAL, 1 PER SECTOR)
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION
AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER
METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO
SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS
MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.
GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR
POLE USING MFR'S PRACTICES.
3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES
SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE
GREEN INSULATED WIRE ABOVE GROUND.
4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.
GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED
BY SPRINT WIRELESS, LLC. REPRESENTATIVE.
5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
STANDARDS.
6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF
GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD,
AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT
MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING
SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING
7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE
FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS
REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT.
GENERAL GROUNDING NOTES
GROUNDING NOTES
1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER
CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED
GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD.
2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN
--I 16.5' EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH
1" HIGH LETTERS.
MNORTHIC 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK
24"x36" SCALE: 1/2" = 1 '—O"
1 1 "x 17" SCALE: 1 /4" = 1'-0" 2' 1 ' 0" 2'
ANTENNA GROUNDING PLAN 1
NEW SPRINT BBU
CONNECTED TO EXISTING
SPRINT MASTER GROUND BAR
NEW SPRINT MMBS
MASTER GROUND BAR
-- -----------------
SPRINT
BATTERY j
CABINET
---------------------
e-- --------------------a
I
SPRINT
RADIO
CABINET
I
I
I
---------------------
II
�6S•
NEW SPRINT BBU
CONNECTED TO EXISTING
SPRINT MASTER GROUND BAR
EXISTING FINAL GROUND
LEAD FROM MASTER
GROUND BAR TO EXISTING
EQUIPMENT GROUND RING —
9 EXISTING SPRINT
E-7 MASTER GROUND BAR
m
0
cn
NEW SPRINT MMBS
CONNECTED TO EXISTING
SPRINT MASTER GROUND
CONNECTION FROM NEW
SPRINT GPS TO EXISTING
MASTER GROUND BAR —
I ;�
SPRINT
MMBS
CABINET
24"x36" SCALE: 1/2" = 1'-0" EQUIPMENT GROUNDING PLAN (INTERIM) 2 24"x36" SCALE: 1/2" = 1'-0" EQUIPMENT GROUNDING PLAN (FINAL)
11 3
"x17' SCALE: 1/4 = 1-0 2 1 " ' " ' 0" 2 1 1 "x17" SCALE: 1 4" = 1'—O" 2' 1' 0" 2'
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN I `3 IS PROPRIETARY BY NAI URE. ANY U5E UK UbUL.U5UKL U I riLK I HAN I HAI WHIUH KLLAI LJ I U UAKKILr< JLKVIUt_b IJ J I KIU I LY HHUNU I LU.
WASHERS, COAT ALL SURFACES WITH AN ANTI —OXIDANT COMPOUND
BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8
INCH DIAMETER OR LARGER.
4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT
WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN
ANTI —OXIDANT COMPOUND BEFORE MATING.
5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE
GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK
HEAT —SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING
TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE
COMPRESSION CONNECTION.
6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE
TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION
ORIENTATION. PROVIDE AS REQUIRED.
7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED
OR RECOMMENDED BY CABLE MANUFACTURER.
8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
9. SUPPLIED AND INSTALLED BY CONTRACTOR.
10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A
GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR
SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO
MOUNTING THE GROUNDING BAR TO THE TOWER.
11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED
GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW
MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS
TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.)
12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE
TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION
ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING
50% SPARE CONNECTION POINTS.
13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT.
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Spriont
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFR-ILS
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9- 0 5- 1 2
ISSUED FOR: CONSTRUCTION DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSUR.E:
8828 REGISTERED
ARCHITECT
r
RICHARD B. HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
GROUNDING PLAN
SHEET NUMBER.:
L-,5
REVISION:
0
ISE63XC3201
EXISTING
SPRINT
ANTENNA
ANTENNA SECTOR 1
1900 MHz
SPRINT
ANTENNA
n
COAX JUMPER
ANTENNA SECTOR 2
EXISTING 1900 MHz
SPRINT SPRINT
ANTENNA ANTENNA
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GRD WIRE TO BE
TRIMMED TO FIT AND
ATTACHED TO GRD BAR
NEW GPS
ANTENNA
#2 AWG
DC / FIBER
( )_#2 AWG
EXISTING
CABINET
—(E) #2 AWG
2 AWG
COAX
EXISTING #2 AG
GROUNDS TO EXISTING
GROUND RING
HYBRID CABLE INTERNAL
GRD WIRE TO BE
TRIMMED TO FIT AND
ATTACHED TO GRD BAR
(E) #2 AWG
EXISTING UPPER TOWER
GROUND BAR
#6 AWG WITH
WEATHERPROOFING
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ANTENNA
10 AWG
HYBRID CABLE INTERNAL
GRD WIRE TO BE
TRIMMED TO FIT AND
ATTACHED TO GRD BAR
0
Q
CD
COAX JUMPER
LEGEND
■
EXOTHERMIC CONNECTION
❑
MECHANICAL CONNECTION
0
COMPRESSION CONNECTION
CGB
COLLECTOR GROUND BAR
MGB
EXTERNAL GROUND BAR
GROUNDING NOTES
1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY MECHANICAL
CONNECTIONS. INCLUDING ALL CABLE TO CABLE, SPLICES, ETC. ALL
CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING
PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS
INDICATED BY PM. ALL MATERIALS USED (MOLDS, METAL, TOOLS, ETC.)
SHALL BE MECHANICALLY FASTENED AND INSTALLED PER MANUFACTURERS
-HYBRID CABLE
RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE
INTERNAL GRD WIF
E A MINIMUM 24" BENDING RADIUS.
TO BE TRIMMED T
FIT AND ATTACHED
2. ALL CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED
TO GRD BAR
THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF
GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM).
3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE
ANTIOXIDANT COMPOUND APPLIED TO CONNECTION.
4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT
STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED
5-OHMS.
5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS
FOLLOW:
1. ONE (1) COPY TO OWNER REPRESENTATIVE
2. ONE (1) COPY TO ENGINEER
3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE
6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2
AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL.
7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2.
NEW BBU
8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN
CABINET
JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR.
9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG
SOLID BARE AS REQUIRED.
10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND
WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE.
11. ALL EXISTING HOME RUN GROUND WIRES AND CHERRY ISOLATORS TO BE
REMOVED.
22"x34" SCALE: NOT TO SCALE
GROLINDING RISER DIAGRAM
1 1 "x17" SCALE: NOT TO SCALE 1
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PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFRJES
SE63XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9— 0 5— 1 2
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
CHARD SHALLATE OF WASHINGTON
q
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
L-6
REVISION:
1 0
SE63XC320
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUC HUN UU(UUMLN I b IS HHUHNIL IAKY tiY NAI UKL. HIVT UAL Ur< UIJULUJUrCG U l fl Ci'C I MAN 1 fl/'\1 "! II ! i 1\LLJII LJ Ill \I\I LI\ JLI\V I\l L.J IJ J I 1\Il I L I \\J UI I L.V.
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR.
2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER
AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.)
RRU TO ANTENNAS
TOTAL OF 6 LINES PER
SECTOR IF THE SITE
CONNECTOR
WEATHERPROOFING
KIT (TYP.)
SEE NOTE 2
CONTRACTOR TO
VERIFY THAT THE
GROUND BAR IS
GROUNDED TO THE
TOWER OR RING —
HAS BOTH 800 & 1900
WEATHERPROOFING
/ KIT (TYP.)
STANDARD GROUND
KIT (TYP.) (SEE
DET/3 E-5)
ANTENNA CABLE
TO SHELTER (TYP.)
ANTENNA GROUND
AWG BAR, SIMILAR TO
K16-057. MOUNT
GROUND BAR NEAR
TOP OF MONOPOLE,
TOWER OR WAVEGUIDE
LADDER.
ANTENNA CABLE
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUND KIT
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(SEE NOTE 1 & 2)
12" TO 24"
1
2 1 /2" 0 MAX.
CONNECTION OF CABLE GROUND KIT TO
ANTENNA CABLE
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH
TWO —HOLE LUG.
3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING
TAPE KIT, COLD SHRINK SHALL NOT BE USED.
EXTERNAL
TOOTH EAD
3/8" Ox 1 1 /2"
S/S NUT
S/S LOCK
WASHER
S/S FLAT
WASHER
INSPECTION
WINDOW
REQUIRED FOR
ALL INTERIOR
TWO —HOLE
CONNECTORS
BUTT CONDUCTOR
INSULATION UP
AGAINST THE
CONNECTOR
BARRELS 1" MIN 1/4" MIN
LABEL
CLEAR HEAT
SHRINK
DO NOT
TINNED COPPER NOT
DISCONNE,
GROUNDING BAR
S/S FLAT WASHER
S/S BOLT (1 OF 2)
"DO NOT
DISCONNECT" TAG
ON ALL GROUND
BAR INTERCONNECTS
AND EQUALIZERS
CLEAR
H EAT
SHRINK
TYPICAL COAX GROUNDING
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 14
11 "x17" SCALE: NOT TO SCALE NOT USED 1 1 1 "x17" SCALE: NOT TO SCALE TO ANTENNA GROUND BAR 2 1 1 "x17" SCALE: NOT TO SCALE CABLE GROUNDING 3 1 1 "x17" SCALE: NOT TO SCALE TWO HOLE LLIG
1��� t1t,
2 HOLE LUG CAST "T" SPLICER
L
1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS
CLAMP 50H2
(u 0
0
UNIVERSAL PIPE CLAMPS
75 1.
RRU GROUNDS STRANDED CU WIRE
WITH GREEN, 60OV, THHN/THWN
INSULATION. SIZE AS SPECIFIED
GROUND BAR ON
ANTENNA TOWER
m
0 000 0
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0 0 0
0 0 0 0
TWO —HOLE LUG, BOLTED TO
GROUND BAR USING 3/8"-16 x 1
1 /4"STAINLESS STEEL HEX HEAD
BOLTS AND HARDWARE.
#2 TINNED GROUND FROM ANTENNA/RRU
MOUNTING PIPE
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O
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HYBRID CABLE
GROUND LEAD
EXISTING 4"x12"x1/4" THK.,
OTINNED GROUND BAR &
0 CONNECTIONS.
NOTE:
*PROVIDE NO—OX GREASE AT CONTACT
SURFACE BETWEEN LUG AND GROUND BAR
*CONTRACTOR WILL VERIFY BUSS BAR
GROUNDING TO THE TOWER OR RING.
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE TYPICAL MECHANICAL CONNECTIONS 5 1 1 "x17" SCALE: NOT TO SCALE SECTOR GROUND BAR CONNECTIONS �j
NOTE:
L8 HOUSING
STRANDED CU WIRE WITH GREEN,
*PROVIDE
NO—OX GREASE AT CONTACT
60OV, THHN/THWN INSULATION.
SURFACE
BETWEEN LUG AND GROUND BAR
FOR
#6 AWG GREEN STRANDED CU
SIZE AS SPECIFIED
ELECTRIC
GROUNDING CONDUCTOR FROM
CONDUIT
2" PORT
RRU UNIT TO #2 AWG GROUNDING
2" LIQUID—0
NEW
o
0
2 LIQUID
NEW
o
W
CONDUCTOR
TIGHT
MMBS
MMBS
TIGHT
BATTERY
ADAPTOR
GROUND BAR ON WALL,
EACH
CONDUIT
FOR HYBRID
COUPLING
CABINET
THIN WALL C—TAP W/PINK DYE
FLOOR OR ON ANTENNA
SECTOR GROUND BAR
CABLES
#88711
INDEX (SEE NOTES)
TOWER
COAX
CABLE
#8436
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l0
0
2" RGS
GROUND
LEADS
NNECTIO
A/C
2" LIQUID
CONDUIT
TIGHTOUND
COUPLINGR
INSIDE
BINET
0
0
o
o
o
0 0 0 0 0 0
0
0
0
0
0
0
0
000
0
#88711
mil -
_
-_
_
EXISTING GROUND BAR
00
0
O
O
O
0 0 0 0 0 0
0
0
0
0
0
0
0
000
Op
& CONNECTIONS
0 0 0 0
0
0
0
0
0
0
0
0
0
0
2" LIQUID
TIGHT
2" RGS
� COUPLING #88711
0
0 0
0 0 0 0 0 0 0
0
0
0
0
0
0
0
0
0
0
A/c
CONDUIT
2 RGS DC
2" LIQUID
#2 AWG STRANDED CU
GROUNDING CONDUCTOR
CONDUIT TO
TIGHT #8435
TWO —HOLE LUG, BOLTED TO
NEW MMBS
/
\
GROUND BAR USING 3/8"-16
x
1
CABINET
#2 GREEN
1/4"STAINLESS STEEL HEX
HEAD
NOTE:
CONTRACTOR TO SURROUND COMPLETED
BOLTS AND HARDWARE.
�MGB
CONNECTION W/ WEATHER PROOFING TAPE TO
EXISTING
GROUND
ENSURE WEATHER PROOF CONNECTION.
RING
EXOTHERMIC WELD WITH #2 AWG SOLID
TINNED
* GROUND BARS AT BOTTOM
BARE
CU WIRE OR STRANDED CU WIRE
WITH
GREEN,
#2 TINNED
BCW RING
OF TOWERS OR MONOPOLES
600V,
THHN/THWN INSULATION TO ANTENNA
EXOTHERMIC WELD
SHALL USE EXOTHERMIC
STRUCTURE, BUILDING, RING GROUND OR
MGB
CONNECTION.
DIAGRAMMATIC
LAYOUT ONLY. MAY
VARY.
22"x34" SCALE: NOT TO SCALE
CABINET
GND SCHEMATIC
7
1 22"x34" SCALE: NOT TO SCALE C-TAP CONNECTION
8
22 x34" SCALE: NOT TO SCALE
1 1 "x17" SCALE: NOT TO SCALE
TOWER MASTER GROUND BAR CONNECTIONS
9
1 1 x17 SCALE: NOT TO SCALE
1 1 %17 SCALE: NOT TO SCALE
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN I g IS PROPRIETARY BY NATURE. ANY USE UK UISULUSUKL U I HLK I HAN I HAI WHIUH KLLAI LS I U UAKKItK JtKVICaJ IJ J I KIU I LT I'KUHIbI I LU.
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AS I L L
PACIFIC TELECOM SERVICES, LLC
111 S JACKSON ST, 2ND FLOOR
SEATTLE, WA 98104
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
JEFFR-ILS
SEC 3XC320/880427
29205 18TH AVE S
FEDERAL WAY, WA 98003
KING COUNTY
ISSUE DATE: 0 9 - 0 5 -12
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
07/18/12
ISSUED FOR 90% CONSTRUCTION
ATD
0
09/05/12
ISSUED FOR 100% CONSTRUCTION
AM
T_
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
8828 REGISTERED
ARCHITECT
d
RICHARD . HALL
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
E-7
REVISION:
0
IS E 6 3 X-C 3 2 0