12-104882, 12-1048830
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 20Cjg 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)
BATTERY CABINET
• REMOVE
(1)
MODCELL CABINET
• INSTALL
(1)
NEW MMBS CABINET
• INSTALL
(1)
NEW BBU CABINET
• REMOVE
ALL
EXISTING SPRINT ANTENNA
COAXIAL CABLES
• INSTALL
(3)
NEW HYBRID 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
RE ENGINEER
PROPERTY
OWNER
SPRINT
REPRESENTATIVE
AAV MANAGER
SIGNATURE BLOCK
THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE
NETWORK VISION MMBS LAUNCH
DASHPOIN
SL60XC300
1617 6 =, AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
LATITUDE® 47.31 871 5 / 47" 1 99 7®373499 (NAD 83
ONCOTUDEE® -1 22®336097 01 2Z0 Z0' 9.948651 (NAD
MONOPOLE
r; SITE.
4
i S
:g$41N tl�Y
to
1-NV 520M St & 32CitP :
5 ,i2Ci a St
. , S 3atsth :�1
VICINITY
MAP
15
FROM SPRINT OFFICE IN: 1000 124TH AVE SE, BELLEVUE, WA 98005
TO SITE: 31 617 1ST AVE SOUTH, FEDERAL WAY, WA 98023
HEAD SOUTH ON 124TH AVE NE TOWARD NE 10TH PL
TAKE THE 1ST RIGHT ONTO NE 10TH PL
CONTINUE ONTO BELLEVUE REDMOND RD/BEL RED RD
CONTINUE ONTO NE 8TH ST
SLIGHT RIGHT ONTO THE 1-405 S RAMP KEEP LEFT AT THE FORK AND MERGE ONTO
1-405 S
TAKE THE EXIT ONTO 1-5 S TOWARD PORTLAND
TAKE EXIT 143 FOR S 320TH ST TOWARD FEDERAL WAY
TURN RIGHT ONTO S 320TH ST
TURN RIGHT ONTO 1 ST AVE S
DESTINATION WILL BE ON THE LEFT
DRIVING DIRECTIONS
SEATTLE MARKET
SHEET
DESCRIPTION
TITLE SHEET
T-1
N-1
GENERAL NOTES
N-2
GENERA'_ NOTES
A-1
OVERALL SITE PLAN
A-2
ENLARGED SITE PLAN
A-3
ENLARGED EQUIPMENT PLANS
A-4
ANTENNA PLANS AND SCHEDULES
A-5
NEW SOUTH & EAST ELEVATIONS
A-6
EQUIPMENT DETAILS
A-7
EQUIPMENT DETAILS (OUTDOOR SPECIFICATIONS)
A-8
EQUIPMENT DETAILS
A-9
EQUIPMENT DETAILS
RF-1
ANTENNA AND CABLE COLOR CODING DETAILS
E-1
ONE —LINE DIAGRAM & 'DOWER PANEL SCHEDULE
E-2
DC POWER ONE —LINE DIAGRAM
=_3
ELECTRICAL DETAILS (OUTDOOR SPECIFICATIONS)
—�
CONDUIT ROUTING
E-5
GROUNDING PLAN
E-6
GROUNDING DETAILS
GROUNDING DETAILS
E-7
SHEET
INDEX
APPLICANT:
GENERAL DYNAMICS
C', BEHALF OF SPRINT
1000 124TH AVE SE, SUITE # 200
BELLEVUE, WA
98005
CONTACT:
TBD
PH:
TBD
PROPERTY
INFORMATION:
PROPERTY OWNER: FIRE DISTRICT #39
ADDRESS:
31617 1ST AVE S
FEDERAL WAY, ',', = 98023
CONTACT:
UNKNOWN
PH:
(XXX) XXX—XXXX
TOWER OWNER:
UNKNOWN
SITE ID:
,<NOWN
ZONING CLASSIFICATION:
RS9.6
CONSTRUCTION
TYPE: VB
OCCUPANCY:
U
JURISDICTION:
"ERAL WAY
CURRENT USE:
,MANNED WIRELESS TELECOMMUNICATIONS FACILITY
NEW USE:
UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY
PARCEL NUMBERS
0721049210
LEASE AREA:
EXISTING
I PROJECT SUMMARY
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENiS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER T IAN THAT WHICH REI ATFS TO CARRIER �FR\/IC Fc Ic cT4irTi Y p� �nu I rF
(GOOGLE EARTH)
83) (GOOGLE EARTH)
ARCHITECT & ELECTRICAL ENGINEER:
KDC ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW, SUITE 200
LYiNNWOOD, WA 98036
CONTACT: KEN CAMP
PH: (425) 670-8651
EMAIL: ken.camp@kdcarchitects.com
STRUCTURAL ENGINEER:
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 9820
CONTACT: CHEVY CHASE
PH: (425) 778-8500
EMAIL: UNKNOWN �..,
SITE ACQ. PROJECT MANAGER:
GENERAL DYNAMICS
1000 124TH AVE SE, SUITE # 200
BELLEVUE, WA 98005
CONTACT: DAVID SIMARD
PH: (425) 201 —3747
EMAIL: david.simard@gdit.com
CONSTRUCTION MANAGER:
GENERAL DYNAMICS
1000 124TH AVE SE, # 200
BELLEVUE, WA 980
CONTACT: E RD MARQUEZ
PH: (425) 736-4991
EMA!!_: edward.marquez1@gdit.com
BUILDING DEPARTMENT:
CITY OF FEDERAL WAY
33325 8TH AVE. SOUTH
FEDERAL WAY, WA 98003
CONTACT: UNKNOWN
PH: (253) 835-7000
EMAIL: UNKNOWN
ELECTRICAL COMPANY:
PUGET SOUND ENERGY
10885 N.E. 4TH STREET
BELLEVUE, WA 98004
CONTACT: CUSTOMER CARE
PH: 1 (888) 225-5773
EMAIL: customercare@pse.cor-,
TELCO COMPANY:
CENTURY LINK
1600 7TH AVE
SEATTLE, WA 98191
CONTACT: UNKNOWN
PH: (206) 456-5158
EMAIL: UNKNOWN
AAV MANAGER:
AAV WASH INGTON/GENERAL DYNAMICS WIRELESS SERVICES
1000 124TH AVE NE, SUITE #200
BELLEVUE, WA. 98005
CONTACT: STEVE LEUPOLD
PH: (425) 623-5782
EMAIL: steven.leupold@gdit.com
RF MANAGER:
STA NETWORK SERVICES
1000 124TH AVE NE, SUITE #200
BELLEVUE, WA. 98005
CONTACT: MIKE LEE
PH: (425) 201 —3751
EMAIL: mike2.lee@sta.samsung.com
I PROJECT TEAM
Sprin>/V
t
GENERAL DYNAMICS
WIRELESS SERVICES
.W w � KDC
W WE ARCHITECTS.ENGINEERS, P.C.
I 4720 2007H STREET SW SUITE 200
WIN F I ( LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0— 0 9— 1 2
ISSUED FOR: CONSTRUCTION D W C S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12'ISSUED
FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12IISSUED
FOR FINAL 100% CD
I
ET
I
I
_
i
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(5773REGISTEREDAR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
ECEIVEll
REVISION:
, 12ZO15 1
SITk Yi rtreAU VAL
PllenWt Number:.. 2 Z_p�
Approve _.r.-.....,....
Date:
OCT 2 b NIZ
CM OF FEDERAL WAY
C®S
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 CONSTRICTION 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:
A. UL -- UNDERWRITERS LABORATORIES
B. NEC -- NATIONAL ELECTRICAL CODE
C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT
E. IBC -- INTERNATIONAL BUILDING CODE
F. NFPA -- NATIONAL FIRE CODES
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 ITEMS 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 NDICATED 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 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. NEAR ANTENNA RAID CENTER ELEVATION,
B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200',
C. BOTTOM OF TOWER,
D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET
TNF IN!MRMATIn Ni rn NITAlNFf1 IN' THIS CFT nF rnNCTRI IrTInNI r;nrlC PRnPRIFTARY RY NIAT', IRF ANY I iCP- nR C nCI IRP- (1T;�_R THAT \A/I-II(`L4 PFI ATF-c T(-� (A�)41C-F� ITi \/ nn�l iiml-
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 SAMSUNG RF ENGINEER. 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 CR 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.
S p r n t
FS'"A IM S U N G
616._ _
GENERAL DYNAMICS
WIRELESS SERVICES
,,. KDC
ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
I FAX: 425.712.0W
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 9 1 2
ISSUED FOR.: CONSTRUCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
I
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
q73
ISTERED
EC
MP
pGTON
SHEET TITLE:
GENERAL ROTES
SHEET NUMBER:
N-1
1
REVISION:
C
122015
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
1.
ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC
MANUAL OF STEEL
CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED
BELOW:
W-SHAPES: ASTM A992, 50 KSI
ANGLES, BARS CHANNELS: ASTM A36, 36 KSI
HSS SECTIONS: ASTM 500, 46 KSI
PIPE SECTIONS: ASTM A53-E, 35 KSI
2.
ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
3.
ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL
CONFORM TO
AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER
TABLE J2.4 IN
THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED
UP.
4.
NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" 0 ASTM A 307 BOLTS UNLESS
NOTED OTHERWISE..
5.
FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1,
(F'M=1,500 PS). MEDIUM WEIGHT (115 PCF).
2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS).
3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS.
4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS
AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.
5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL
BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT.
7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.
8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN
EXCESS OF 4'-0" OF HEIGHT.
9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS.
12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY
UNITS.
13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS
AND SECTION 2104.6.1 OF U.B.C.
15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE
DRAWINGS OR SPECIFICATIONS.
16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES
CONTAINING REINFORCING STEEL.
17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT
TYPE.
18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS,
SHALE, ALKALI OR ORGANIC MATERIAL.
19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER.
STRUCTURAL CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE
SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS
NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED
OTHERWISE.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH...............3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER...............2 IN.
#5 AND SMALLER & WWF...............1 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:
SLAB AND WALL...............3/4 IN.
BEAMS AND COLUMNS...............1 1/2 IN.
5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE
WITH ACI 301 SECTION 4.2.4
6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE
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.
1-HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCLdVENTS IS PROPRIETARY BY NAI U'�E. ANY USE UK JISULUSUNE U I HLN HAN I HHI WHIUH Kt! HI cb I U UANNItK 15 K U 'HUHIUI I L .
WEATHERPROOFING NOTES
STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES
3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS:
A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER
WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE
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
INSTRUCTIONS.
1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND
COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY
APPROXIMATELY lh" AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR
2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF
ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR
3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH
WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED
BELOW.
B. COLD SHRINK INSTALLATION PROCEDURE:
1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES
WIDE
2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE
STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO
INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK.
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.
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
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
COAXIAL CABLE SIDE.
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
SHRINK TUBE IS IN LINE WITH THE MARK.
STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE
REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED
CORD AWAY FROM THE TUBE.
STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS
TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY
REMOVED AND THE COLD SHRINK TUBE IS INSTALLED.
STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE
REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE.
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
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
POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE
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:
1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES
WIDE.
2. REQUIRED TOOLS: KNIFE OR SCISSORS.
STEP 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
TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE
MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST
EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED,
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
WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE
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
WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL
RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE
SMALLER DIAMETER CABLE.
STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH
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
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.
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.
D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE:
1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2
INCHES WIDE.
2. REQUIRED TOOLS: KNIFE OR SCISSORS.
STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIRT.
STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE
CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION,
STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE
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
INCH WIDE) LAYERS.
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
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.
STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING
DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION
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
INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED
USING A SHINGLED EFFECT. THE LAYERS 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 POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES
(THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. 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.
Sprient
rS A I Im -S U N Ad
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
mpg UK I ARCHITECMENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.OU6
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SEC 0XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 9 -1 2
ISSUED FOR:CONSTRUCT�ON DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12IIISSUED
FOR 90% CD REVIEW
ET
B
10/01/12'ISSUED
FOR PRELIM. 100% CD REVIEW
ET
C
10 o�UED
/ /
I FOR FINAL 100% CD
ET
i
I
I
i
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
5773
REGISTERED
EC
ARPD.*AMP
KENN TH
STATE OF WNGTON
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER-
N-
REVISION:
C
1222015
Q
z
z
W
z
Q
0
0
0
Lq
-H
t r
PROPERTY LINE ±339.00'
x
00' TO C.L. OF ANTENNAS r
O
m
m
r Q
z z
I m w
0o Q
Q
PARCEL NO.
0721049017
EXISTING
PARKING
LOT
EXISTING
BUILDING
J
U
O
EXISTING
o PARKING
"-' LOT
N
00
-H
PARCEL #
0721049210
EXISTING
TREES
v
EXISTING s
TREES
EXISTING f �0� BUILDING c`
PROPERTY LINE ±264.80'
EGRESS
INGRESS
EXISTING
BUILDING
D
m
O
C
—4
GENERAL Nt)TES
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.
_16.55• /
_ < ' NORTH MNORTHIC
EXISTING �
TREES —�
N
i
22"x34"SCALE: 1 " = 30'-0" OVERALL SITE PLAT v
11 "x17" SCALE: 1 " = 60'-0" 30 15 0 39'
11 — nArl ir-nF— ANIV I ICE- nD nicrri nci IRF r1THFR THAN THAT WHICH RELATES TO CARRIER. SERVICES IS STRICTLY PROHIBITED.
s p rio n D
rS A FM S!U N AG
GENERAL DYNAMICS
WIRELESS SERVICES
IF
ARCHITECTS.ENGINEERS, P.C.
Mugu 9 1 4720 200TH STREET SW SUITE 200
s LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 - 0 9 1 2
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12ISSUED
FOR 90% CD REVIEW
ET
B
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSUR-E
5773 REGISTERED
EC
ARPD)(�_AMP
KENN TH
STATE OF WNGTON
SHEET TITLE:
OVERALL SITE PLANT
1
SHEET NUMBER:
A-1
REVISION:
C
122015
E INFORMATION CONTAINED IN 1 H15 5t I Ur C UIVJ I KUl I IVIV UVl y1VItN I J 13 rlAu I � l - .,11
EXISTING -
CHAIN LINK
FENCE
vEX -ICOAX x COAX- COAX COAX
EXISTINGr -
150' TALL
MONOPOLE
I A-5
I � _
_.... w.__ ______
_ x�
13 J
1 x
A-5 ;
i
EXISTING
AT&T
EQUIPMENT
SHELTER
EXISTING
TREES �\
EXISTING
SPRINT COAX
�( R�O/UTE xCOAX COAX COAX COAX COAX COAX COAX COAX
EXISTING
GRAVEL
AREA
17- X x- - X
X
X --- x x.--- X
3
x WJ EXISTING SPRINT
COAX COAX COAX COAX H-FRAME WITH
POWER AND
TELCO BOX
000
I LT
I
A-3
22"x34" SCALE: 3/16" = 1'-0"
EXISTING ENLARGED SITE PLAN
1 1 "x 1 7" SCALE: 3/32" = 1 '-O" 4' 2' 0" 4'
1
Spri nt o
rS A IM S2U N
g AG
GENERAL DYNAMICS
WIRELESS SERVICES
IIIC w pup F KDC
ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1 ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 9 -1 2
ISSUED FOR: CONSTRUCTION DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12ISSUED
FOR 90% CD REVIEW
ET
B
10101112
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(57REGISTEREDAR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
ENLARGED SITE PUN
SHEET NUMBER:
A-
REVISION:
C
122015
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR UISCLUSUHE U I HER I HAN I HAI WHICH NtLAI t5 I U (,ANNItK JtNVII tJ IJ J I KIU I LY I- NUHIt51 I EU.
HYBRID HYBRIDHYBRID
OAX COAX OAX 4X \
EXISTING n�q� i, EXISTING
I
SPRINT COAX I� EXISTING SPRINT SPRINT COAX EXISTING SPRINT
ROUTE 00 II H-FRAME WITH ROUTE TO BE Q I H-FRAME WITH
�-- T�LCO BOX REMOVED � ;Q ' POWER
BOX
00
CONDUITS EXISTING
CABLE GOP NEW SPRINT GpPy' NyeRiO
ROUTE TO TOWER EXISTING SPRINT HYBRID ROUTE EXISTING SPRINT GPS
GPS TO BE REMOVED
EXISTING SPRINT EXISTING (6) 6" / EXISTING SPRINT
BATTERY CABINET CONDUITS FOR CABLE - BATTERY CABINET
ROUTE TO TOWER _ TO BE REMOVED
IF�--�------___ �- Q _ __
---------- N I
EXISTING STEEL N EXISTING STEEL _ N
N
BEAMS ' �____� _ -----
__ __ BEAMS
__....� _ . --- _._._.__._.
EXISTING SPRINT EXISTING SPRINT
MODCELL CABINET MODCELL CABINET TO
SPRINT
BE REMOVED MMBS
2' 3 0" 7" 2'-7" 4,_9„ 2' 3,-0" 7" 2'-7" 2'-5" 2'-4„
16 5 1�
�
TRUE MAGNETIC TRUE MAGNETIC
NORTH NORT— NORTH NORTH
22"x34" SCALE: 3/8" = 1'-0" 22"x34" SCALE: 3/8" 1'-^"
1 1 "x17" SCALE: 3/16" - 1'-0" 2' 1' 0" 2' EXISTING EQUIPMENT PLAN 1 1 1 "x1 7" SCALE: 3/16" -C" 2' 1' 0" 2 NEW TEMPORARY EQUIPMENT PLAN (INTERIM) 2
NOTE:
STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/T[=MPORARY
PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
EXISTING ITEMS TO BE REMOVED
CDMA ANTENNA
(6 TOTAL, 2 PER SECTOR)
MODCELL CABINET
1
BBU CABINET
1
MICROWAVE CABINET
0
COAX CABLE
(6 TOTAL, 2 PER SECTOR)
hresKiu tiTCKIU
I
ti� I
i EXISTING SPRINT
00 H-FRAME WITH
r . POWER AND
_0
2 NEW SPRINT HYBRID tiyeRio TELCO BOX
RF-1 HYBRID ROUTE NEW SPRINT GPS A' 8
EXISTING (6) 6" /
CONDUITS FOR CABLE
ROUTE TO TOWER ,
_. _.... ... ---------._._ . _ — _
N I
EXISTING STEEL
N N
BEAMS
I
EXISTING SPRINT
MODCELL CABINET TO NEW SPRINT 1,4
BE REMOVED MMBS A-7
L / NEW SPRINT BBU 1,2,5
-7
6'-2" 2,-4" 2'-4"
16.5•
TRUE MAGNETIC
NORTH NORTH
N
22"x34" SCALE: 3/= 1'-0°' NEW EQUIPMENT PLAN (FINAL) j NOT USED 4
1 1 "x 17" SCALE: 3/16"
1 6" = 1'-0" 2' 1 ' 0" 2' _
1
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSE -R- OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
N
s i r n t D
rS
GENERAL DYNAMICS
WIRELESS SERVICES
mww �K®C
ARCH ITEM.ENGINEMS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
will,[ FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 - 0 9 - 1 2
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12ISSUED
FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
El-
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(57 REGISTEREDAR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
ENLARGED
EQUIPMENT PLANS
SHEET NUMBER-
A-3
1
REVISION:
C
122015
EXISTING SF
CDMA ANTI
EXISTING 150'
TALL MONOPOLE
EXISTING SPRINT
CDMA ANTENNA
► ��
/� I \-
CA 0
cn ► Cc:I
--
► Z
N I Cn
D►�
�►I�
In
cI-I
KI
c-1►�
-10
CDMA ANTENNA
i—VIC`Ti N Ir' T AM&A
EXISTING SPRINT
CDMA ANTENNA
"RNT
CCMA ANTENNA
TRUE j MAGNETIC
NORM NORTH
EXISTING SPRINT
CDMA ANTENNA
TO BE REMOVED
NEW SPRINT 1900MHZ QUAD
POLE ANTENNA MOUNTED ON
NEW PIPE
EXISTING 150'
TALL MONOPOLE
EXISTING SPRINT
CDMA ANTENNA
TO BE REMOVED
/< ►0 ti- �--
a'►Z Nlcn NIA
1=j - Im Im
NIA c
�I =1�0;0 =10
-
►D I> ID NEW SPRINT
V �190OMHZ RRU
MOUNTED ON NEW
PIPE
EXISTING T-ARM
EXISTING SPRINT
CDMA ANTENNA
TO BE REMOVED
EXISTING T-ARM
C EXISTING T-ARM
EXISTING SPRINT
CDMA ANTENNA
TO BE REMOVED
NEW SPRINT
190OMHZ RRU
NEW SPRINT
190OMHZ QUAD
POLE ANTENNA
MOUNTED ON NEW
PIPE
� MO
�' -7-6 T�Nc
�� s g2�M�p�/V
�720- OyJ 3
q � ,Q
r77
0° �T
�Ty\�
EXISTING SPRINT
CDMA ANTENNA
TO BE REMOVED
/ _
I
MAGNETIC
NORTH
22"x74" SCALE: 3/8" -- 1'-0"
1 1 "x 1 �" SCALE: 3/ 1 6" - 1 ' -o" 2' 2'
EXISTING ANTENNA PLAN
1
22"x34" SCALE: 3/8" - 1'-0" ��
1 1 "x °° SCALE: 3/ 1 6" -o" - -
NEW TEMPORARY ANTENNA PLAN
(INTERIM)
2
►��
�� 4.-��
NOTE:
STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER
SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW
CABINETS/TEMPORARY
� ►0
PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
o?►Z
NICn
NOTE:
►_I
K Im
EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE.
D 7
C�
0
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.
c
1-0
TI�
"
nirei nni iT / r_ \
FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED, PRIOR
APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS.
2,6 NEW SPRINT 190OMHZ QUAD
A_g POLE ANTENNA MOUNTED ON
NEW PIPE
EXISTING 150'
TALL MONOPOLE
5 NEW SPRINT -
A-6 190OMHZ RRU
2,6 NEW SPRINT
A-8 190OMHZ QUAD
POLE ANTENNA
MOUNTED ON NEW
PIPE
EXISTING T-ARM
NEW SPRINT 5
190OMHZ RRU A-6
NEW SPRINT
190OMHZ QUAD
POLE ANTENNA
MOUNTED ON NEW
PIPE
7 6 \/" A
y�
T,y\�
Eer
TRUE >MAGNETIC
NORTH NORTH
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.
1 EOUIPMENT C'''_Y
RRU / HYBRID CABLE SCHEDULE
SECTOR
RRU MODEL
RRU FREQUENCY
HYBRID CABLE
LENGTH
HYBRID CABLE
DIAMETER
JUMPER
SIZE
JUMPER
LENGTH
RET
LENGTH
RET CABLE
MANUFACTURER
RET CABLE
MODEL NUMBER
ALPHA
RRH-P4
(1) 90OMHz
300'
1.18"/1.25"
1/2"
6'
6'
COMMSCOPE
iRET AISGv2.0
BETA
RRH-P4
(1)190OMHz
300'
1.18"/1.25"
1/2"
6
6'
COMMSCOPE
iRET AISGv2.0
GAMMA
I RRH-P4
(1)1900MHz
300'
1.18"/1.25"
1/2"
6'
6'
COMMSCOPE
iRE1 AISGv2.0
ANTENNA SCHEDULE
SECTOR
ANTENNA
FREQUENCY
ANTENNA
MFR.
ANTENNA
MODEL
ANTENNA
QUANTITY
AZIMUTH
RAID CENTER
ANT. SIZE
ELECT TILT
MECH TILT
ALPHA
1900 MHz
RFS
APXVRR13-C-A20
1 (PER SECTOR)
0°
150'-0"
54.8"
-2°
0°
BETA
1900 MHz
RFS
APXVRR13-C-A20
1 (PER SEC -OR)
120°
150'-0"
54.8"
-1*
o'
GAMMA
1900 MHz
RFS
APXVRR13-C-A20
1 (PER SEC -OR)
240°
150'-0"
54.8"
-3°
o'
22"x34" SCALE: 3/8" = 1'-0" NEW ANTENNA PLAN (FINAL) 3 NOTES & ANTENNA SCHEDULE 4
1 1 "x'17" SCALE: 3/16" = 1'-0" 2' 1' =0'2'
S p r *1 nrS
A [M SIU N
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCH ITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE 425.670.8651
FAX: 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1 ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 — 0 9 1 2
ISSUED FOR: CONSTRUCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12!ISSUED
FOR 90% CD REVIEW
ET
S
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
I
I
_..
i
i
I
I
I
i
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
5773
REGISTERED
EC
ARPD.AMP
KENN TH
STATE OF WNGTON
SHEET TITLE:
ANTENNA PLANS &
SCHEDULES
SHEET NUMBER:
REVISION:
C
122015
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIEIARY BY NAI LNE. ANY USE UN UIJI;LUJUNL U i NLr� rHiv rlHI vvr li lrl rCtL/-\I tJ l v JCftvII.LJ IJ � I-CvI—IIDI i _b.
T.0 EXISTING MONOPOLE
1 155'-0"
T.0 EXISTING MICROWAVE
150' —0"
C.L. OF EXISTING ANTENNAS OF OTHER CARRIERS
±123'-0"
C.L. OF EXISTING ANTENNAS OF OTHER CARRIERS
±103'-0"
C.L. OF EXISTING ANTENNAS OTHER CARRIERS
+84'-0"
345'-0
EXISTING T—ARMS
NEW SPRINT 190OMHZ 5
RRU (1 PER SECTOR) A-6
NEW SPRINT 190OMHZ QUAD 2 6
POLE ANTENNA MOUNTED ON
NEW PIPE A—g
EXISTING 150'
TALL MONOPOLE
NEW SPRINT
HYBRID CABLE 2
ROUTE INSIDE RF-1
MONOPOLE
O
co
e
x
co
co
v
x
W
v
EXISTING CHAIN
x LINK FENCE
ca
v
I
SOUTH ELEVATION
AMS
345'-0
T.0 EXISTING MONOPOLE
±155'-0"
T.0 EXISTING MICROWAVE
± 151 '-0"
C.L. OF NEW SPRINT ANTENNAS
150'-0"
C.L. OF EXISTING ANTENNAS OF OTHER CARRIERS
±123'-0"
C.L. OF EXISTING ANTENNAS OF OTHER CARRIERS
±103'-0),
C.L. OF EXISTING ANTENNAS OTHER CARRIERS
±84'-O"
AVS_
x
CO
v
s
L
a
o
v
co
nM.
L
v
EAST ELEVATION
EXISTING T—ARMS
NEW SPRINT 190OMHZ QUAD
POLE ANTENNA MOUNTED ON 2,6
NEW PIPE A—g
NEW SPRINT 190OMHZ 5
RRU (1 PER SECTOR) A-6
EXISTING 150'
TALL MONOPOLE
NEW SPRINT
HYBRID CABLE 2
ROUTE INSIDE RF-1
MONOPOLE
EXISTING EQUIPMENT
SHELTER OF OTHER
CARRIER
EXISTING CHAIN
LINK FENCE
345'-0
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.
NOTE:
NEW ANTENNAS NOT
TO EXCEED EXISTING
CDMA ANTENNA HEIGHT
22"x17" SCALE: 1/= 1'-o 1
1 1 "x 1" SCALE: 1 / 1 1 °'
6" = 1 ' -0" 8' 6' 4' 2' 0" 8' NEW SOUTH & EAST ELEVATION
s 0 r i ntpD
PSIA. IM S !U N AG
GENERAL DYNAMICS
WIRELESS SERVICES
--` 7 KDC
I
ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
\ter LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0_ 0 O— 1 2
ISSUED FOR: CONSTRUCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/121SSUED
FOR 90% CD REVIEW
ET
B
10/01/12�ISSUED
i
FOR PRELIM. 100% CD REVIEW
EI-
C
10/09/12IISSUED
FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(5773REGISTEREDAIR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
NEW SOUTH EAST
E E EVAT N S
SHEET NUMBER:
REVISION:
A-,5
C
F-122015]
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN I �i IS PROPRIETARY BY NAI LHL. ANY USE UK Ul�)ULU:�J,-�E U I HL-< !HAM HAI VVHIUKL_HI L�, I U l HKKItK — . -- rKUHItjI I LU.
NEW 2 3/8" O.D. MOUNTING
PIPE
NEW 1900 MHZ RRU
NEW SAMSUNG NEW HYBRID FREQUENCY
ANTENNA PIPE MOUNT CABLE
/ NEW HYBRID BREAK-OUT
o NEW SAMSUNG RRU f CYLINDER AND ENCLOSURE.
MOUNTING CONTRACTOR SHALL MOUNT
HARDWARET WITH ADEQUATE HARDWARE TO
NEW PIPE MOUNT EXISTING FRAME.
HARDWARE.
CONTRACTOR SHALL
USE ADEQUATE
HARDWARE THAT FITS
WITH AN EXISTING
FRAME.
NEW HYBRID
Ld CABLE FROM NEW
NEW PANEL ANTENNA RE CABINET
WITH MOUNTING EXISTING ANTENNA
HARDWARE FRME
NEW JUMPER
(TYP. )
REFER TO 6/A-8
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCA'_F: NOT TC SCALE i i 22"x34" SCALE: NOT TO SCALE
1 1 "x 1 7" SCALE: NOT TO SCALE ANTENNA & HYBRID CABLE 1 1 1 "x 17" SCALE: NOT TO SCALE NOT USED 2 1 1 "x 1 7" SCA'__: NOT TO SCALE NOT USED 3 1 1 "x 1 7" SCALE: NOT TO SCALE NOT USED 4
t
I
1 '1 3/4"
I
I
co
I
0
[CC(
AN -
GROUND
r
i
i
i
f ��`�-'-��IIIIIIIIIIIIIIII I
�nTi� nnn-r
I UVVL,-I\
PORT
-48
VOLTS
ANTENNA PORTS
,O m
�
� I
0 0 I
,NT 2 ANT 3
I
I
I
I
DIMENSIONS
- - - - - - - - - - xWxD: 350x605x228^-r~
- RET (''; 3.8"x23.8' x9)
SORT WEIGHT: 651_13S
MOU\T NO -ABS, TYP.
C�
0 f
O z
zLL
z�
w�
--)c
w_
z
w
w
NEW
SAMSUNG
MOUNTING
BRACKET AND
HA-RDWARE
2 3/8" O.D.
MOU\T'NG PIPE
9 v;
z z
- 5
2 3/8" O.D.
MOUNTING PIPE
FEET SIDE VEW
PER RRU
TECHNOLOGY
1. REQUIREMENTS
I 1
FRONT VIEW
NEW
SAMSUNG
MOUNTING
BRACKET AND
HARDWARE
22"x34" SCALE: NOT TO SCALE 1900 MHZ RRRH-P4 MECHANICAL SPECIFICATIONS 22"x34" SCALE: NOT TO SGAI_E 6
1 1 "x1 7" SCALE: NOT TO SCALE 1 1 %17" SCALE: NOT TC SCALE RR_U POLE INSTALLATION DETAIL
RECTIFIER R-A\T=NNA
0 1 2 3 —
I
1
I
I
7) RE CABLE
3) RRH-P4 GROUND CABLE
FEEDER '_ NE GROUND CABLE
(GRO ND KIT/7/8 IN. FEEDER
LINE OR MORE)
I
MGB TGB
I
rl� GROUND CABLE 2) TGB GROUND CABLE
_ TGB AND GROUND KIT ARE USED IN CASE 1
OF THE 7/8 IN. FEEDER LI\E OR MORE
22"x34" SCALE: NOT TO SCALE 7 22""� 34" SCALE: NOT TU SCALE
1 1 "x1 7" SCALE: NOT TO SCALE SAMSUNG N'IMBS WIRING DIAGRAM "SCALE: NOT -- SCALE NOT USED S
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DUCUMLN I �S IS PROPRIEIARY BY \P- ANY Uut W hLtK i NMIN i r;h r\LLH. - � �, -� i _ _Y rKur lLJI I t
Spr i nt)�
rS A IM S U! N G
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCHITECTS.ENGINEERS, P.C.
OF 4720 200TH STREET SW SUITE 200
( LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 - 0 9 — 1 2
ISSUED FOR.: C O N S I R C C T I O N DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12�ISSUED
FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 1007. CD
ET
i
i
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(5773REGISTEREDAR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-6
REVISION:
C
122015
3" MIN
1'-6" 9'-4" 36" MAX 9'-4"
ITEM
SPECIFICATIONS
CAPACITY
MAX. 4 BATTERY STRINGS
AIR-CONDITIONER/COOLING
COOLING
WITH FAN FOR EMERGENCY
MODE (MCLEAN T20 HVAC)
SOJ'ND LEVEL
653A @1.5m
71 (H) x 41 .25(D) x
Sill
27.6(W) INCH 1800(H) x
1048(D) x 700(W) mm
CABINET WE GHT
370 LBS
PER BATTER"
J
529 LBS
STRUNG WEIGHT
NARADA 190AH
BATTERY
(12NDT190) AGM TYPE
(VRLA)
AC POWER
220VAC, 3.5AMP TYP.
14.4AMP STARTING
DC POWER
10A MAX @i',8DVC
FRONT VIEW
AC INPUT CIRCUIT BREAKS
BATTERY BREAKER #4
4TH BATTERY
BATTERY BREAKER #3
3RD BATTERY
BATTERY BREAKER #2
BATTERY BREAKER #1
2ND BATTERY
BATTERY CABLE TERMINAL
GROUND BAR
CABLE ENTRANCE
1ST BATTERY
22"x34" SCALE: NOT TO SCALE 22"x34" SCA'_E: NOT TO SCALE
1 1 "x 1 7" SCALE: NOT TO SCALE MMBS & BBU TYPICAL LAYOUT 1 1 1 "x 1 7" SCALE: NOT TO SCALE BBU CABINET 2
O
I
Lo
HEX HEAD
STOPPING PLUGS
O
O
0
O
0
0
0
0
0
00� O0
0
0
I
1'-10" 2"
BACK VIEW
I
N
Lo
I
TOP VIEW
2'-5"
SIDE VIEW
f 2'-5»
BOTTOM VIEW
2'-3„
FRON- V EW
MMBS EQUIPMENT WEIGHT & DIMENSIONS
MMBS CABINET
1800x700x1018(820)mm/70.Sin x 29.5i^ x 40.1(37.0;i-
MMBS CABINET
251kg (5531bs) W/O DU SI-ELE
I 300kg W/4 DU
�n
I
00
2'-3"
7-
cm
8
0
0 0 0
8 8 8
0 0 0
0
8
0
c�
0
0
o 0 0
o C=
0 0 0
0 0 0
0
0
0
0
0
0
8
0
C
cmp
0 0 0
0 0 0
888
0 0 0
0 0 0
0
0
S
0
o
O
O
cmO
8
cm
8p
O
p
O
O
0
rA
2'-3"
FRONT VIEW
2'-3"
SECTION B
al
3'-5„
2
1011
2'-5"
S DE VIEW
2" 2'-3»
I
N
BBU EQUIPMENT WEIGHT & DIMENSIONS
BBU CAB `.-T
1800x700x1018(820)mm/70.8in x
29.5in x 40.1(37.0)in
BBU CAB \=T
168kg (3701bs) W/0 BATTERY
I 1136kg WITH BATTERY
BOTTOM VIEW
Q
2'-5"
SECTION A
TOP WITH
LIFTING LUGS
O > 0
2'-1"
I
TOP VIEW
J
2
L_
D
a
J
r
D
L
22"x34"
"x1
SCALE:
NOT
TO
SCALE
MMBS MECHANCIAL SPECIFICATIONS
4
22"x34"
"x1
SCA_E:
NOT
TO
SCALE
BBU
MECHANCIAL
SPECIFICATIONS
5
1 1 7"
SCALE:
NOT
TO
SCALE
1 1 7"
S--A_E:
NOT
TO
SCALE
FHE INFORMATION CONTAINED IN THIS SE I UI- CONS I KUC I IUN UUUUMEN I�i IS HHUHNIEIAKY BY NAI UKE. AINY USE UK UIJC LUJUKt U I hl=-t 1 i-IAIN 111/AI 0!111,— I U J �; KIU _ CUHIBI I L_U.
• NON)S rintD
"SA fm S!U Pj G
6bb.— ' . A
GENERAL DYNAMICS
WIRELESS SERVICES
F KDC
� � ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0_ 0 J_ 1 2
ISSUED FOR:CONSTRMCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01/12IISSUED
FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12IISSUED
i
FOR FINAL 100% CD
i
ET
I
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
5773
REGISTERED
EC
ARPDAMP
KENNETHSTATE OF WNGTON
SHEET TITLE:
EQUIPMENT DETA CC
OJTDOOR OPEC E CAT OQIC
SHEET NUMBER:
A-7
REVISION:
1 C
1 2201 D
MANUFACTURER: RFS
MODEL: APXVRR13-C-A20
WEIGHT: 32.0 LBS
DIMENSIONS: 54.8" X 13.8" X 4.3"
FREQUENCY: REFER TO RE DATA SHEET
13.8"
13.E
M;
TOF
RE CONNECTOR, TYP
BOTT
RF CONNECTOR, TYP
REMOTE ELECTRICAL
DOWNTILT ACTUATOR,
ANTENNA INFORMATION
PULLED FROM PRELIMINARY
PRODUCT DATA SHEET
09
L
411 4.3'
MAX �r_11c 'I
SIDE
cc
UNIT
GPS
ANTE
A
1 " DIA SCH. 40
STAINLESS STEEL OF
GALV. PIPE
NOTES
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'-O" IF
MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO
ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE
USED. THE CUT PIPE END SHALL BE DEBURRED.
2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN
2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2' OF
LEVEL.
3. DO NOT SWEEP TEST GPS ANTENNA
4. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS
BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 2'-0"
ABOVE MMBS-BBU CABINET.
MINIMUM OF 75% OR
270° IN ANY DIRECTION
3PS
r`O0 r1mcl-rmI IrlTln AIC
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22 x34" SCALE: NOT TO SCALE
�T TT „
1 1 "x 17" SCALE: NOT TO SCALE NOT USED 1 1 1 "x 17" SCALE: NOT TO SCALE 1900 ANTENNA DETAIL 2, 1 i "x 17" SCALE: NOT TO SCALE CPS LIMIT PIPE MOUNT 3 1 1 "x 1 7" SCALE: NOT TO SCALE GPS REQUIREMENTS 4
DROOM
COMSEAL
-MARKER:ROXTEC
-P/N:COMSEAL 16/16
0
O
SEE MJDROOM
DETAIL
SEE PORT LAYOU-
DETAIL
-S66M BLOCK FOR JDA
GPS SURGE ARRESTOR
minim —I�-- UDA OR BH CABLE
GPS CABLE
MUDfWOM DETAIL
ENLARGED TO SHOW NOTES
REAR VIEW
BATTERY #1
RRH GAMMA
RRH BETA
PORT LAYOUT DETAIL
ENLARGED TO SHOW NOTES
NEW MMBS-BBU
CABINET
0
2" LB HOUSING INTO
MUDROOM O
O
2" SEAL TIGHT
2" LB HOUSING INTO
JNDUIT FOR HYBRID
,ABLEW P/N #8436
MUDROOM
2" HEAVY WALL
2" HEAVY WALL
COUPLING
COUPLING
2" SEAL TITE FLEXIBLE
CONDUIT TO NEW
2" SEAL TITE
EQUIPMENT
STRAIGHT CONNECTOR
2" SEAL TITE STRAIGHT
2" HEAVY WALL ----�
CONNECTOR
CONDUIT COUPLING
2" SEAL TITE
FLEXIBLE CONDUIT
JEW UNIVERSAL
\NGLE ADAPTER
NEW BUTTERFLY
CONDUIT HANGERS
2" SCH 80 PVC
FROM TELCO BOX
INTO MUDROOM
2" HEAVY
WALL CONDUIT
MICROFLECT ANGLE
ADAPTOR P/N
*8-157 W/ Y8"
GALV. ALL THREAD
0 0
EQUIPMENT PLATFORM
SEAL TIGHT STRAIGHT
CODUPLING P/N
#88412
MICROFLECT PIPE
KIT P/N #132127
SIDE VIEW
BATTERY #0
AC/GROUND
RRH ALPHA
EXISTI
EXISTING TOV
NEW HYBf
CABLE TYF
SUP
HOISTING i
CLAMP (SHALL BE
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.
CLAMP DETAIL
NIPW d" CCT rl AAAD cTAninAon uAKIrICo IAI
NEW 2 3/8" O.D.
ANTENNA MOUNTING
PIPE
#2 TIN EXOTHERMIC
WELD ON ALL NEW
ANTENNA PIPES
NEW 1900 ANTENNA
NEW CROSS -OVER
PLATE (MTS PN
XP-2040)
NEW SST TOWER NEW 3-1/2" O.D.
ISTANDOFF ANDREW ANTENNA MOUNTING
I TYPE SST-3 PIPE
I
I
I
OAX BLOCKSI
n F I
I I
I
NEW I
R ET I
CABLE
NEW I
JUMPER I
\ I CABLE I
\ I
— — — — — — — — — — — — — — — — — — -i
22"x34" SCALE: NOT TO SCALE 22"x34" SC4_E: NOT TO SCALE
1 1 "x 17" SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL Jc- 1 1 "x17" S�A_E: NOT TO SCALE TYPICAL BOOM & STAND—OFF DETAIL 1900 ANTENNA DETAIL � 6
do
NS nt D
rS A rm S!!u G
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
y, PAX: 425.712.0W
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0_ 0 2_ 1 2
'CONSTRUCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12IISSUED
FOR FINAL 100% CD
ET
i
i
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
(5773 REGISTEREDAR ITECN TH D. CAMP
OF WASHINGTON
SHEET TITLE:
E'U PMENT OETA U
SHEET NUMBER:
A-8
REVISION:
C
122015
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PRCPFZIEIARY BY NAI_�L. ANY U�:)t UK UI�:)�;LU�)UKt UirL" SHIN nH: wni�,n I-) \� .:I - ICI
NOTES
1. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM
SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED. IN ALL CASES THE MINIMUM
CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1'-O" (NOT REQUIRED FOR COAX).
2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER
SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS
ORIGINAL CROSS SECTION.
3. IF SAW CUT IS NEEDED, OVER CUT BOTH SIDES OF TRENCH BY MINIMUM OF 6" TO AVOID
DEPRESSION IN THE FUTURE
FINISHED GRADE OR AC 2'-6"f
PAVING MATCH SLOPE &Q
THICKNESS OF EXISTING
COMPACTED
BACKFILL—
TO MIN 95%
MODIFIED
MAX. DENSITY PER
ASTM D1557
METHOD D
UNDISTURBED
EARTH ---
TELCO/LOW
VOLTAGE -
CONDUITS
m
BOLT SCHEDULE
BOLT DIA.
HOLE DIA.
1 /2"
EQUIPMENT CABINET
lo,1 /2" 0 A325 STEEL
QQ iv 3
THRU-BOLTS (4 TOTAL, 1
i
PER CORNER) PROVIDE 12GA.
m
EXISTING STEEL BEAM THREADED GRATING CLIP TO
z
FLANGE ___._._____._ _ _____ RECEIVE BOLTS IF INSTALLED
ON GRA ING.
UTILITY 0
p
WARNING z_
O
TAPE
�
0
to
MIN. 6" 1'-0" MIN. -POWER CONDUITS
CLEARANCE SAND BEDDING
22"x34" SCALE: NOT TO SCALE UTILITY TRENCI I DETAIL 1 STEEL CABINET DETAIL 2 22"x34" SCALE: NOT TO SCALE NOT USED 3
11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE
22"x34" SCALE: NOT TO SCALE
11"x17" SCALE: NOT TO SCALE
NOT uSED � 4 1
Spri 0 NI
nt D
rS A FM S U I N
illilh.__ ! I 'A
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCHITECTS.ENGINEERS, P.C.
MWER 1 4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT+
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 - 0 9 - 1 2
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSUR E:
45773REGISTERED
AR ITEC
KENN TH D. CAMP
ATE OF WASHINGTON
SHEET TITLE:
EQUIPMENT DETAILED`
SHEET NUMBER:
A-9
REVISION:
C
1 122015
HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIE IARY BY NAI UKt. ANY U�)t UK ulJULUJUNL U i rlr-M i r-lMN 1 MIA VVrIII..rl rCCUiI CJ I V �,F-WUAILR JCI<VI�,LJ i,D � I r� �_ - -Rvnioi i ov.
N
S p ri n t
FS7A M S!U N G
61h._ 0 A
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCHITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
pff pm LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0- 0 9- 1 2
ISSUED FOR: CONSTRUCTION DWCS
REVISIONS
REV.
DATE DESCRIPTION
INITIALS
A
09/19/121ISSUED
FOR 90% CD REVIEW
ET
B
10101112
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12!.ISSUED
FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
D 111q�
28
0�
FSS/ONAL
EXPIRES:08/09/2014
SHEET TITLE:
ANTENNA AND CABLE
COLOR CODING DEC C
SHEET NUMBER:
REVISION:
f F-1
C
1 122015
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS b-1 INHi-'-�t. HivT U�)t Ur\ UIJI.L\iJUf\L III IL.\ I I I IN I I I I Y V I I N, I I I
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 (CON'T
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: T.B.D. 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
BREAKERBREAKERBREAKERBREAKERBREAKER
AMPS
POLES
STATUS
POLES
AMPS
LOAD DESCRIPTION
CKT
1
4812 CABINET
150
4
ON
1
30
TVS S
2
3
ON
1
--
—
4
5
ON
--
10
FAN
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
--
--
--
14
15
BLANK
N/A
--
—
16
17
BLANK
N/A
--
—
18
19
BLANK
--
--
N/A
--
--
--
20
21
BLANK
--
--
N/A
22
23
BLANK
—
N/A
—
24
Ove,I10
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.
I22"x34" SCALE: NOT TO SCALE ELECTRICAL NOTES I 1
1 1 "x1 7" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHEDULE 2
TO EXISTING UTILITY POWER
SOURCE
200A
n
M
=X STING SERVICE GRO-ND
CIRCUIT SCHEDULE
NO
FROM
TO
CONFIGURATION
10
SOURCE
METER CENTER
EXISTING
METER/CSC
TRANSFER SWITCH &
EXISTING
LOAD CENTER
TRANSFER SWITCH &
GENERATOR
LOAD CENTER
RECEPTACLE
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 C\D IN
CENTER SUB —PANEL
1" CONDUIT
EXISTING 200A
METER/DISCONNECT SWITC!
EXISTING LOADS (REFER TO
PANEL SC!-EDULE
Ee
20OA I 200A
n n
o--o
�� /—� 100A
oo
�1
�\ �\ 15A
EXISTING 200A GENERATOR
RECEPTACLE
TRANSFER SWITCH & LOAD
CENTER
EXISTING LOADS (REFER TO
PANEL SCHEDULE
I22"x34" SCALE: NOT TO SCALE
1 1 %17" SCALE: NOT TO SCALE ELECTRICAL ONE -LINE DIAL AM 3
N'
Spri nt o
rS A rM SUN G
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
■per ARCH ITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
PAX: 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0- 0 9 1 2
ISSUED FOR: CONSTRUCTION D W C S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01 /1 2
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
i
i
I
I
i
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
C H D,
P " o
28
FSS/ONAL
EXPIRES: 08/09/2014
SHEET TITLE:
ONE -ENE DAURAE
POWER RANEE CCH ED.
SHEET NUMBER:
REVISION:
122015
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE 0I -LH I HAN I HAI W-1 '-1 NELAI L5 I U UH-�-� _� I�) - NUHlbl I LU.
MMBS PORT LAYOUT
CONDUIT NO.
USAGE
0
BATTERY
11
AC/GROUND
2
RRU SECTOR 1
3
RRU SECTOR 2
4
RRU SECTOR 3
5
BA TTERY
D POWER ELECTRICAL NOTES ° MANUFACTURED �nJLVv
° 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 1n).
WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT,
COLD SHRINK SHALL NOT BE USED.
3. ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER
DISTRIBUTION PANEL TO AND FROM NEW BBU CABINET.
4. 48 VDC CABLES BETWEEN NEW 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.
ONE
�S
I22"x34" SCALE: NOT TO SCALE DC POWER DIAGRAM 22"x34" SCALE: NOT TO SCALE 2 I
1 1 "x1 7" SCALE: NOT TO SCALE 1 1 "x1 7" SCALE: NOT -0 SCALE NOT USED
2" SEAL TITS 90" CONDUIT -�
CONNECTOR P/N:500007 OR
JIT
T
L 'Dlrl. oV r'Vl, I V J I un VI' -
AT EQUIPMENT LOCATION
22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE T i
1 1 "x17" SCALE: NOT TO SCALE EQUIP. POWER CONDUIT CONNECTIONS 3 1 1 "x17" SCALE: NOT TO SCALE SEAL TITS POWER CONDUIT CONNETION 4 1 "x'i 7" SCALE: NOT TO SCALE NOT l ISED '51
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMEN -S IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT W-; ' RELATES TC CARRIER SER\' =5 IS S �T'_ PROHIBITED.
N
Sprint D
rS A FRA S!!UN AG*l
GENERAL DYNAMICS
WIRELESS SERVICES
'- ; c KDC
o wwwARCH ITECTS.ENGINEERS, P.C.
I
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 9 1 2
ISSUED FOR: CONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01/'21,ISSUED
FOR PRELIM. 100% CD REVIEW
ET
C
10/09/' 2
IISSUED FOR FINAL 100% CD
ET
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
W A
- o
28
ASS/UNAL
EXPIRES: 08/09/2014
SHEET TITLE:
0 POWER O N E- EN E
DIAGRAM
SHEET NUMBER:
REVISION:
E-
r`
1z,--"2015
66 BLOCK
LEFT DIN RAIL PUNCH -OUT
SERVICE LIGHT GROUNDING BAR
CABLE HOLE
SMOKE DETECTOR
00000000000000000a
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®m®�®mmmmP®®��®���
0000000000000a0000
-----------------
_ •:- - mkilm mom
rillC�Z��IIC�Z►��IIC�Z��IIC�Z��IN
70 0 0 0 0 0 0
0
60 O O
966
M1 -50
BLOCK GROUND BUS
50 BAR
nE
40
o
18U
0
0
POWER CORE
I 0
0
0 SUPPORT FOR BSDU
30
161
14U
3RD GROUP OF DC
RECTIFIERS
0
SPDs
20
O
12U
10U
10
o
O
jo
JT2L
HXDXW: 1800x823x700MM
8U
INCLUDING MUDROOM:
_
_
6'U
0
00 /0 MONITOR
1800x823x905MM
—o o
- 0 0
4U
CABINET HEIGHT
POLY PHASER AND
W/O PLINTH:
POLYPHASER
MOUNTING BRACKET
2U
1650MM
BRACKET
CPS CABLE
POLYPHASER SURGE
DOOR
WITH
2X FAN AND FILTER
PROTECTOR
UDA OR LINK CABLE
O
R M/W CABLE
GROUND CABLE
22"x34"
SCALE:
NOT TO
SCALE
AC POWER CABLE
22"x34" SCALE: NOT TO SCALE
"x1 MMBS-BBU ELECTRICAL DETAILS
1 1 7"
SCALE:
NOT
TO SCALE
11 "x1 7"
SCALE:
NOT
SCALE-
MUDROOM ELECTRICAL DETAIL
2
NEW EXISTING EXISTING
MMBS-BBU
TELCO DEMARC
TE_CO DEMARC
MUDROOM
AT PPC
(HOFFMAN
BOX)
(SEE NOTE 2)
(SEE NOTE 3)
(SEE NOTE 1 )
(6) BLACK SHIELDED 24 AWG
(3) BLACK SHIELDED 24 AWG
CAT5e IN NEW 2"
CONDUIT
CAT5e IN EXISTINC CONDUIT
NOTES:
I. 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"
"x1
SCALE:
NOT
TO SCALE
TELCO RISER DETAIL
3
22"x34"
SCALE:
NOT TO
SCALE
1 1 7"
SCALE:
NOT
TO SCALE
1 1 "x1 7"
SCALE:
NOT TO
SCALE
NOT USED
4
THE INFORMATION
CONTAINED
IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY
BY NA- -. ANY USE OR DISCL OS� RE OTHER THAN THAT WHICH RFI ATFS Tn ^ARR FR �FRvir'�Fq
I-, CTF?I(`TI Y PROkAQITF_i)
1
sprint
FS'PA OFM Sum G '
GENERAL DYNAMICS
WIRELESS SERVICES
� ARCHITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASI-HPQINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 9 1 2
ISSUED FOR: C O N S T R O C T I O N DWG S
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12,ISSUED
FOR 90% CD REVIEW
ET
B
10/01 /12rISSUED
FOR PRELIM. 100% CD REVIEW
ET
10/09/12!ISSUED
FOR FINAL 100% CD
ET
i
I
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
W A Sy
�
o
28
FSS/UNAL
EXPIRES: 08/09/2014
SHEET TITLE:
EEECTR CAE DETAILS
OUTDOOR SPECIFICATIONS
SHEET NUMBER:
REVISION:
E-3
G
1
1 2201 S
EXISTING (6) 6"
CONDUITS FOR E — T
CABLE ROUTE
TO TOWER 0 f
I
E — T __—
EXISTING
SPRINT POWER
& TELCO
ROUTE
EXISTING STEEL
BEAMS
EXISTING SPRINT
MODCELL CABINET
EXISTING SPRINT
H-FRAME WITH
POWER AND
TELCO BOX
EXISTING SPRINT
GPS
EXISTING SPRINT
BATTERY CABINET
, -
TRUE j MAGNETIC
NORTH NORTH
NEW SPRINT POWER E — T
& TELCO ROUTE 00 E -- T
n E —T -
EXISTING (6) 6"
CONDUITS FOR CABLE
ROUTE TO TOWER
EXISTING SPRINT POWER &
TELCO ROUTE TO BE
REMOVED
EXISTING STEEL
BEAMS
EXISTING SPRINT
MODCELL CABINET TO
BE REMOVED
E _-__ T —
rn
i
EXISTING SPRINT
H-FRAME WITH
POWER AND
TELCO BOX
EXISTING SPRINT GPS
TO BE REMOVED
EXISTING SPRINT
BATTERY CABINET
TO BE REMOVED
NEW SPRINT
MMBS
_ V�
,
TRUE j MAGNETIC
NORTH NORTH
22"x34" SCALE: 1 /4" = 1 '-0" EXISTING ROUTING PLAN 22"x34" SCALE: 1 /4" _ -0 4' 3' 2' 4 NEW TEMPORARY ROUTING PLAN (INTERIM) 2
11%17" SCALE: 1 8" = 1'-0" 4' 3' 2' 1' 0" 4' 11 x17" SCALE: 1/8" -0"
/
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.
NEW SPRINT E — T EXISTING SPRIN
0
POWER & 00I
TH-FRAME WITH
TELCO ROUTE
t POWER AND
: E T TELCO BOX
EXISTING (6) 6" —
CONDUITS FOR CABLE rn
ROUTE TO TOWER NEW SPRINT GPS
EXISTING STEEL
BEAMS
L_ -
i
NEW SPRINT
MMBS
NEW SPRINT BBU
i
T�
TRUE j MAGNETIC
NORTH NORTH
22"x34" SCALE: 1/4" = 1'-0" NEW ROUTING PLAN (FINAL) 3 NOT U�LD 4
1 1 "x17" SCALE: 1 /8" = 1 '-0" 4' 3' 2' 1 ' 0" 4'
N
S rint D
p
PSIA I Im S U2NGj
6hh.--
GENERAL DYNAMICS
WIRELESS SERVICES
m w I KDC
mw
ARCHITECMENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX: 425.712.OU6
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DA rE 10 - 0 9 1 2
ISSUED FOR: CONSTRUCTION DWG S
REVISIONS
REV.
DATE
I DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
W A
Q
o
28
ST<R
FSS/ONAL
EXPIRES: 08/09/2014
SHEET TITLE:
CONDUIT ROUTING
SHEET NUMBER:
REVISION:
E-
C
122015
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPKIEIAKY BY NAIUKL. ANY UL UK UIJULUJUKL UI nLK InHly In/A 1 vvrK n fCCLHICJ iU lA1R(\ILf\ JLftVIVLJ IJ ID !\-,ll_I rlaj 11u Lv.
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
O
SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE
GREEN INSULATED WIRE ABOVE GROUND.
/
NEW SPRINT RRU
4.
CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.
CONNECTED TO
EXISTING
GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED
ANTENNA GROUND BAR
BY SPRINT WIRELESS, LLC. REPRESENTATIVE.
/
5.
REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL
l
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
6
STANDARDS.
EXISTING SPRINT ANTENNA GROUND
E-7
6.
ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF
GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD,
NEW
01 9C ___..
SPRINT ANTENNA
BAR (3 TOTAL, 1 PER SECTOR)
MOUNTING PIPE
.,
AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT
MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING
CONNECTED TO EXISTING
ANTENNA GROUND BAR
'
f
SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING
o
`
NEW SPRINT ANTENNA MOUNTING
7.
NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
PIPE CONNECTED TO EXISTING
ANTENNA GROUND BAR
8.
ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE
I
FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS
REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT.
\
GENERAL GROUNDING NOTES
GROUNDING
NOTES
`�`�
NEW SPRINT RRU
CONNECTED TO EXISTING \
;
ANTENNA GROUND BAR \0�
MGB
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.
CONNECTIONSPRINT ANTENNA
GROUND BARS TO
LEGEND
�
EXISTING MASTER GROUND BAR
16,5•
2.
EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN
EACH SECTION AND .LABEL EACH SECTION ("P", "A", "N", "I") WITH
■ EXOTHERMIC CONNECTION
EXISTING SPRINT MASTER g
1 " HIGH LETTERS.
O MECHANICAL CONNECTION
GROUND BAR AT UPPER E-7
TRUE MAGNETIC
NORTH NORTH
3.
ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK
TOWER & GROUND LEVEL
WASHERS, COAT ALL SURFACES WITH AN ANTI —OXIDANT COMPOUND
o COMPRESSION CONNECTION
BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8
INCH DIAMETER OR LARGER.
CGB COLLECTOR GROUND BAR
EXISTING FINAL GROUND LEAD FROM MASTER
GROUND BAR TO \
EXISTING MONOPOLE GROUND BAR Q GROUND
LEVEL �T
4.
FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT
MGB EXTERNAL GROUND BAR
'`
1\
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
22"x34" SCALE: 3/8" = 1'-0"
"x1
A A
ANTENNA GROUNDING PLAN
1
HEAT —SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING
TERMINATIONS.
1 1 7" SCALE: 3/16" - 1'-0" 2' 1'
0" 2'
._:, __,
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
EXISTING (6) 6"
EXISTING (6) 6"
GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR
CONDUITS FOR CABLE
CONDUITS FOR CABLE
SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO
ROUTE TO TOWER
ROUTE TO TOWER
MOUNTING THE GROUNDING BAR TO THE TOWER.
EXISTING FINAL
L
j
EXISTING FINAL
11.
EXTEND TWO 2 2 AWG TINNED CU CONDUCTOR FROM BURIED
GROUND LEAD FROM
GROUND LEAD FROM
+
GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW
MASTER GROUND BAR
;----II 1
MASTER GROUND BARI
MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS
TO EXISTING
EQUIPMENT GROUND
00
i i--'
i
TO EXISTING
EQUIPMENT GROUND
-
` 0 ✓
I '` NEW SPRINT BBU CONNECTED TO
I
TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.)
RING
000
;
s
RING
000
EXISTING SPRINT MASTER GROUND
BAR
12.
NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE
9 EXISTING SPRINT
NEW SPRINT MMBS CONNECTED TO
9 EXISTING SPRINT
NEW SPRINT MMBS CONNECTED TO
TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION
ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
E-7 MASTER GROUND BAR
EXISTING SPRINT MASTER GROUND
E-7 MASTER GROUND BAR
EXISTING SPRINT MASTER GROUND
INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING
BAR
�— BAR
50% SPARE CONNECTION POINTS.
_�Alll
1
- -vs ff�/
13,
EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT.
t
O SGB
CONNECTION FROM NEW
CONNECTION FROM NEW
SPRINT GPS TO EXISTING
SPRINT GPS TO EXISTING
MASTER GROUND BAR
MASTER GROUND BAR
— — -- .'
. . . . .
0
/
I ;
L
-'
16.5'
] 6.5
TRUE MAGNETIC
TRUE MAGNETIC
NORTH NORTH
NORTH NORTH
\
Aft \
N
N
22"x34" SCALE: 3/= 1'-0"
"x '
' EQUIPMENT GROUNDING PLAN (INTERIM)
2
22"x34" SCALE: 3/1 = 1'-0"
1 1 "x 17" SCALE: 3/ 1 6" 1 '-0"
, EQUIPMENT GROLINDING PLAN (FINAL)
'
3
1 1 17" SCALE: 3/ 1 1 6" = 1 —0" 2' 1
0" 2'
= 2'
1 0" 2'
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
s p ri n t
rS WAIM S2U N AG
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
ARCHITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SURE 200
LYNNWOOD, WA 98036
splitPHONE: 425.670 8651
FAX: 425.712.08"
PROJECT INFORMATION:
NETWORK VISION MMBS LAU14CH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0— 0 9 —1 2
IssuEDFOIZCONSTRUCTION DWGS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12
ISSUED FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
0 D,
WASy��q��
•�
� o
y
28
G/STER�
"SS�DNAL
EXPIRES: 08/09/2014
SHEET TITLE:
GROUNDING PLAN
SHEET NUMBER:
REVISION:
E-,5
C
122015
EXISTING
SPRINT
ANTENNA
22"x34" SCALE: NOT TO SCALE
1 1 %1 7" SCALE: NOT TO SCALE
ANTENNA SECTOR 1
1900 MHz
SPRINT
ANTENNA
HYBRID CABLE INTERNAL
GRID WIRE TO BE
TRIMMED TO FIT AND
ATTACHED TO GRID BAR
NEW GPS
ANTENNA
#2 AWG
10 AWG
F�
_:2
m
0
0
rn
Q
ANTENNA SECTOR 2
EXISTING
1900 MHz
SPRINT
SPRINT
ANTENNA
ANTENNA
COAX JUMPER
I
^I
�I
Cr�
�I
c
c
Q
�I
Q
Q
Z
N
CO
X
w
7—E XIST. CGB
_ _ — —
—
#10 AWG
o<
cn
HYBRID CABLE INTERNAL
z
GRID WIRE TO BE
,G R, B , R
DC / FIBER
(E) #2 AWG
EXISTING
CABINET
(E) #2 AWG
EXISTING UPPER TOWER
GROUND BAR
#6 AWG WITH
WEATHERPROOFING
(E 2 AWG —
COAX
2 AWG
m
�1
J
Q
Z
0
z
V)
xl
w
EXISTING #2 AG
GROUNDS TO EXISTING
GROUND RING
MOB
COAX JUMPER
ANTENNA SECTOR 3�
EXISTING 1900 MHz
SPRINT SPRINT
ANTENNA ANTENNA
rK
c
c
0
U
Q
Q
N
�
#10 AWG
c Q
HYBRID CABLE INTERNAL >
GIRD WIRE TO BE
TRIMMED TO FIT AND
ATTACHED TO GRID BAR
COAX JUMPER
DC / FIBER
(E) #2 AWG LEGEND
■ EXOTHERMIC CONNECTION
0 MECHANICAL CONNECTION
o COMPRESSION CONNECTION
COB COLLECTOR GROUND BAR
MOB EXTERNAL GROUND BAR
w
w
w
m
m
m
w
�
w
Q
U
U
U
w I
�I
I
-_
-
(STING LOWER
WER GROUND BAR
2 AWG
2 AWG
EXISTING #2 AG
GROUNDS TO EXISTING
GROUND RING
i irr �n r�ic�ni nC`i ifnC IITLJCD TLJAKI. TL.JAT 1AIWIr`u QF-i AT�:-c Tn (-APPIFR CFR\/If Fq IC CTRI( TI Y PRf1NIRITFf)
GROUNDING
1.
NOTES
ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS.
EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC.
ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING
PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS
NEW
INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS,
MMBS
ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER
CABINET
HYBRID CABLE
MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND
INTERNAL GRID WIFE
CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS.
TO BE TRIMMED T
FIT AND ATTACHED
2.
ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL
TO GRID BAR
BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2)
Ino
TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM).
_
3.
ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE
ocn
ANTIOXIDANT COMPOUND APPLIED TO CONNECTION.
(D (D
Qz < Qz
> >
4.
GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT
c 0 0 0 0 n,
STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED
�� �'0
5-OHMS.
EMMBS GND BAR
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.
GROUNDING RISER DIAGRAM
S p r i nt o
rS A rm s u 116-1
GENERAL DYNAMICS
WIRELESS SERVICES
KDC
. ARCHITECTS.ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
N E �DWA
2 670R0 ON.8651
4
FAX 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SE60XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 10 0 9 1 2
ISSUED FOR,: CONSTRUCTION DWCS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12ISSUED
FOR 90% CD REVIEW
ET
B
10/01 /12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12
ISSUED FOR FINAL 100% CD
ET
NOT FOR CONSTRUCTION UNLESS
LABELED AS CCNSTRUCTION SET
LICENSURE:
W AS 11
o
28
S1E��
FSS/UNAL
FEXPIRES: 08/09/2014
SHEET TITLE:
GROUNDING DETA L':�
SHEET NUMBER:
REVISION:
E-6
C
1 122015
HE INFORMATION CONTAINED IN THIS SEI UI CUN5I NJU I IUIN Uu�,UIVILIV IZ� IJ of IVFiI VRL . r . I V-J� w—
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
HAS BOTH 800 & 1900
WEATHERPROOFING
KIT (TYP.)
STANDARD GROUND
CONNECTOR
KIT (TYP.) (SEE
WEATHERPROOFING
DET/3 E-5)
KIT (TYP.)
SEE NOTE 2
ANTENNA CABLE
TO SHELTER (TYP.)
/-ANTENNA GROUND
#6 AWG BAR, SIMILAR TO
CONTRACTOR TO
K16-057. MOUNT
VERIFY THAT THE
GROUND BAR NEAR
GROUND BAR IS
TOP OF MONOPOLE,
GROUNDED TO THE
TOWER OR WAVEGUIDE
TOWER OR RING
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
BARREL 1"
MIN 1/4" MIN
//////iJ L1CLEART
F
SHRINK
7
-TINNED COPPER
o!scoN�Ec CLEAR
GROUNDING BAR
HEAT
SHRINK
-S/S FLAT WASHER
-S/S BOLT (1 OF 2)
"DO NOT
DISCONNECT" TAG
ON ALL GROUND
BAR INTERCONNECTS
AND EQUALIZERS
TYPICAL COAX GROUNDING
22"x34" SCALE: NOT TO SCALE 22"x34" SCAE: NIT TO SCALE 1 1 "x1 7" SCALE: NOT TO SCALE NOT USED 1 1 1 "x17" SCALE: \OT TO SCALE TO ANTENNA GROUND BAR 2 i 7" 'SCALE: NOT TO SCALE E: NOT TO SCALE CABLE CROLINDIN� 3 1 1 "x1 7" SCALE: NOT T22"x4" SCALE: NOT O SCALE SCALE TWO HOLE LUG 4
NOTE:
*PROVIDE NO-OX GREASE AT CONTACT
RRU GROUNDS STRANDED CU WIRE #2 TINNED GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR
WITH GREEN, 60OV, THHN/THWN MOUNTING PIPE
INSULATION. SIZE AS SPECIFIED *CONTRACTOR WILL VERIFY BUSS BAR
GROUNDING TO THE TOWER OR RING.
HYBRID CABLE
GROUND BAR ON GROUND LEAD
ANTENNA TOWER
TYPE TA TYPE GT TYPE GR TYPE VB O 000
OO O O O O O O EXISTING 4"x12"x1 /4" THK.,
O OlO 0 'O TINNED GROUND BAR &
O� O CONNECTIONS.
0 0 O O O O O
O� O O O O 0 0 0 0
TWO -HOLE LUG, BOLTED TO
-/
TYPE SS TYPE HS TYPE HA TYPE VS TYPE GL LUG TYPE P GROUND BAR USING 3/8"-16 x 1
1 /4"STAINLESS STEEL HEX HEAD
BOLTS AND HARDWARE.
22"x34" SCALE: NOT TO SCALE 22"x34" SCA'_E: NOT TO SCALE
1 1 1 "x17" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 5 1 -; 'x1 7" SCA._E: NOT TO SCALE SECTOR GROUND BAR CONNECTIONS �j
NOTE:
STRANDED CU WIRE W 1- GREEN,
*PROVIDE
NO-OX GREASE AT CONTACT
L8 HOUSING
60OV, THHN/THWN INS__ATION.
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
0
0
2" LIQUID
NEW
0 W /
CONDUCTOR
TIGHT
MMBS
TIGHT
BATTERY
ADAPTOR
SROUND BAR ON WALL,
GROUND LEADS TO
EACH
FORCONDUITRID
CABINETO
COUPLING
CABINET
THIN WALL C-TAP W/PINK DYE
=LOOR OR ON ANTENNA
��SECTOR GROUND BAR
CABLES
#88711
INDEX (SEE NOTES)
OWER
COAX
CABLE
#8436
0
0
0
0
2" RGS
GROUND
LEADS
CONNECTIO
A/C
2" LIQUID -,,TO
CONDUIT
TIGHT
GROUND
-1
COUPLING
BAR INSIDE
CABINET
H
J]EXISTING
C
O
jo(o
0 0 0 0 0 0
0
O
0
0
0
0
OIO
O
0
8871 1
11
:O
GROUND BAR
,
O
0
iO
O
O 0 0 0 0 0 0
0
0
0
0
0
0
0
OO
O
& CONNECTIONS
0
0
0 0 0 0 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
#2 AWG sTRANDED Cu
CONDUIT
2" RGS DC
2" LIQUID
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.
CONNECTION W/ WEATHER PROOFING TAPE TO
EXISTING GROUND
MGB
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
60OV, THHN/THWN INSULATION ,0 ANTENNA
EXOTHERMIC WELD
SHALL USE EXOTHERMIC
STRUCTURE, BUILDING, RING GROUND OR MGB
CONNECTION,
DIAGRAMMATIC LAYOUT ONLY. MAY
VARY.
SCALE:
NOT TO SCALE
CABINET GND
SCHEMATIC
7
22"x3" SCALE: \OT TO SCALE
C-TAP CONNECTION
8
22"x,34" SCALE: NOT TO SCALE
TOWER
MASTER GROUND BAR CONNECTIONS
9
12"x17" SCALE:
NOT TO SCALE
11"x17" SCALE: NOT TO SCALE
1L"x17" SCALE: NOT TO SCALE
N
S r i ntI D
p
rS A IM S!U N
- g AG
GENERAL DYNAMICS
WIRELESS SERVICES
__ � �` KDC
ARCHITECTS. ENGINEERS, P.C.
4720 200TH STREET SW SUITE 200
LYNNWOOD, WA 98036
PHONE: 425.670.8651
FAX 425.712.0846
PROJECT INFORMATION:
NETWORK VISION MMBS LAUNCH
DASHPOINT
SEC 0XC300
31 617 1ST AVE SOUTH
FEDERAL WAY, WA. 98023
KING COUNTY
ISSUE DATE: 1 0 0 g 1 2
ISSUED FOR:CONSTRU(.ITION MCSS
REVISIONS
REV.
DATE
DESCRIPTION
INITIALS
A
09/19/12ISSUED
I
FOR 90% CD REVIEW
I
ET
B
10/01/12
ISSUED FOR PRELIM. 100% CD REVIEW
ET
C
10/09/12IISSUED
FOR FINAL 100% CD
ET
! I
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
LICENSURE:
W AS
quo
28
�SS/UNAL
EXPIRES: 08/09/2014
SHEET TITLE:
GROUND I N' D E T A E\:-S
SHEET NUMBER:
REVISION:
E-7
1 1 2201 5
FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DUCUMEN "S IS PRO"RIETARY BY NAI U -�E. ANY L�_ rIH!N !,-A' vv-;!url NL_Hi t�:) i u _/A-\n-ULM !�) rr�ur7!rsi i tu.