HomeMy WebLinkAboutBLD2011-001021
VERIZON WIRELESS PROJECT AREA
SEE SH E7ET A7-27.0\
(E) PROPERTY LINE
OVERALL SITE PLAN
ERTY LINE
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1. SITE PLAN IS DERIVED FROM: EXISTING DRAWINGS, GIS,
AERIAL IMAGES AND SITE PHOTOS.
2. PROPERTY BOUNDARIES AND TRUE NORTH ARE
APPROXIMATE AND DERIVED FROM GIS DATA.
DRAWING LEGEND
N
W ---s
SUBJECT PROPERTY LINE
DESCRIPTION
ADJACENT PROPERTY LINE
01-17-11
LEASE AREA
90% REVIEW
ACCESS EASEMENT
CF
COAX/FIBER ROUTE
COAX
COAX ROUTE
F
FIBER ROUTE
P
POWER ROUTE
TELCO
TELCO ROUTE
P/T
POWER/TELCO ROUTE
OH
OVERHEAD UTILITY ROUTE
E E
EXISTING ELECTRICAL
-x-X-x-
EXISTING FENCE
YAX
'
X �-�X-x
ELEVATION MARKER
y ^X
� X-X.X u
SECTION MARKER
COMMON ABBREVIATIONS
(E) EXISTING
(P) PROPOSED
(N) NEW
(NP) TYPICAL
TARBOO LAKE ROAD
SCALE: 1" = 800'-0" (11 Xl 7)
SCALE: 1" = 400'-0" (22X34)
of 4001
�oom
16001
?m
8760122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
Ecp , I - 7-'-t -1 '1 -
APR 2 " 2011
CPM PROJECT NO.: 3649
m
PRELIMINARY
N
W ---s
E
DESCRIPTION
S
16001
?m
8760122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
Ecp , I - 7-'-t -1 '1 -
APR 2 " 2011
CPM PROJECT NO.: 3649
m
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
MH/CT
90% REVIEW
4
04-11-10
H/CT
CLIENT COMMENT
5
104-19-11
H/CTI-CLIENT
COMMENT
SUBMITTAL
NO.
DATE
DATE
DIC
DESCRIPTION
H/CT
BP SUBMITTAL
SITE NAME
WA1 GARDINER -
LTE
ATC SITE #82962
APN:
801181001
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
OVERALL
SITE PLAN
SHEET NO.
A-1.0
ij
03 2 7 2011
J Ll
JEFF!_RON COUNTY
OF COP!'r' !I '"lY DrvT!,QPMlFNT
GRAVELAREA
F—NOTES:
1. SITE PLAN IS DERIVED FROM: EXISTING DRAWINGS, GIS,
AERIAL IMAGES AND SITE PHOTOS.
2. PROPERTY BOUNDARIES AND TRUE NORTH ARE
APPROXIMATE AND DERIVED FROM GIS.
3. CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS
WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCING
INSTALLATION
4. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR
SHALL FIELD VERIFY CONDITION OF STRUCTURE AT
NEW MOUNTING LOCATION TO ENSURE EXISTING
CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION.
Tl�
EQUIPMENT SELTER
_c
f p
x-
v
x x -X— T x x x x x x x
(E) 121 ACCESS GATE
(E) GRAVEL ACCESS ROAD
1 1 ENLARGED SITE PLAN
m
;u
m z
G)
m
0)
\'/ V
SCALE: 1/16"=1'-0"(11X17) 0'
SCALE: 1/8"=l' -0"(22X34) 11
Cascadia\PM
8760122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
e -t. oAL�o o- tZ
CPM PROJECT NO.: 3649 = I
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
\AH/CT
90% REVIEW
4
04-11-10
\AH/CT
CLIENT COMMENT
5
04-19-11
H/CTI
CLIENT COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11
\AH/CT
BP SUBMITTAL
mmmmmommmmmma
SITE NAME
WA1 GARDINER -
LTE
ATC SITE #82962
APN:
801181001
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
N ENLARGED SITE
PLAN
W E
s SHEET NO.
321
I R
E--, C
�c -
APR 2 7 2011
JEFFU "SON' Co[jiv,-y
(E) VERIZON WIRELESS OMNI ANTENNA TIP HEIGHT
191'-0" AGL
E TOP OF LATTICE TOWER 11
�- 177'-0" AGL
(E) OTHER CARRIER'S
ANTENNA ARRAY
(E) OTHER CARRIER'S
ANTENNA ARRAY
AL (N V) ERIZON WIRELESS PANEL ANTENNA TIP HEIGHT
(E) VERIZON WIRELESS OMNI 1841-011AGL
ANTENNAS TO BE REPLACED
(E) OTHER CARRIER'S
(E) TOWER BEACON LIGHT I
ANTENNA ARRAY
(E) OTHER CARRIER'S
ANTENNA ARRAY
(E) OTHER CARRIER'S
MICROWAVE ANTENNA
(N) VERIZON WIRELESS 4' MW ANTENNA
117'-0" AG L
(E) OTHER CARRIER'S
MICROWAVE ANTENNA F; `
714'-0"AMSC
17 EXISTING EAST ELE
NATION
SCALE: 1" = 20'-0" (11X17) 0'
SCALE: 1" = 10'-0" (22X34)
10' 20'
m
E GRADE k
714'-0" AMSL
2 PROPOSED EAST ELEVATION
(N) VERIZON WIRELESS PANEL
ANTENNAS (REPLACING
EXISTING OMNI ANTENNAS)
(SEE SHEET A-4.0 FOR
ANTENNA CONFIGURATION
DETAILS)
(E) TOWER BEACON LIGHT
(E) OTHER CARRIER'S
MICROWAVE ANTENNA
(N) VERIZON WIRELESS 4' MICROWAVE ANTENNA
@117' AGL CENTERLINE, AZIMUTH = 99.18°
TO: WA -1 PORT LUDLOW
(SEE SHEET A-4.1 FOR DETAILS)
SCALE: 1" = 20'-0" (11X17) 0'
SCALE: 1" = 10'-0" (22X34) 11
10' 20'
all
PM
8760122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
� �,P ; 1- 27 •1 Z --
R 2 1:
(E) VERIZON WIRELESS
TRI -SECTOR LOW -PROFILE
ANTENNA PLATFORM (TO REMAIN)
W W
D ° 11®LEM wite/eSS
(E) OMNI ANTENNA TO BE
REMOVED & REPLACED
(TYP OF 4)
0
P
W D
Cascadia PM
- - 8760122ND AVE, NE
KIRKLAND, WA 98033
,y o PH: (425) 828-1008
CONTRACTOR TO REUSE (E)
OMNI ANTENNA PIPE MAST &
J
MOUNTING HARDWARE IF
PRESENT. OTHERWISE
PROVIDED BY CONTRACTOR
t.
TO MATCH (E)
SCALE: NTS (11X17) FRONT SIDE BACK
1 EXISTING ANTENNA PLAN4
SCALE. NTS (2 X36)
n ANTENNA "B" ANTENNA "C"
ANTENNA A . ANTENNA"A
TE: ROTATE EXISTING
(N) VERIZON WIRELESS NO TOP TOP
PANEL ANTENNA PLATFORM AS ALLOWED BY TOP
Al .
-�<-o "ANTEL" LPA-80090-8CF TOWER MANUFACTURER'S
DESIGN TO MATCH ANTENNA
TYP OF 2 PER SECTOR
( SECTOR) MANUFACTURER: MANUFACTURER: ANTEL MANUFACTURER: ANTEL MANUFACTURER: ANTEL -
y PART NUMBER: LPA-80090-8CF PART NUMBER: BXA-185090-8CF PART NUMBER: BXA-70080 8CF`�z--
���j, 2 (N) DIPLEXERS (STACKED)
� - 2 PER SECTOR (OR EQUIVALENT) (OR EQUIVALENT) (OR EQUIVALENT)
(TYP OF 6
11 LENGTH: 94.6"
LENGTH: 94.6 LENGTH. 48.2 ,f
° ANTENNA "B" ONLY) WIDTH: 8.0
WIDTH: 9.4WIDTH: 6.1��
— ANTENNA "B": DEPTH 5.711DEPTH 5.2 DEPTH 5.79"
�? (N) VERIZON WIRELESS WEIGHT: 23.00 lbs WEIGHT: 11.00 lbs WEIGHT: 23.00 lbs
_CPM PROJECT NO.: 3649
PANEL ANTENNA
"ANTEL" BXA-185090-8CF
BETA SECTOR
VERIZON ANTENNA INFORMATION
AZIMUTH = 90°
2 (N) TMAs (STACKED)
(TYP OF 6 - 2 PER SECTOR -
ANTENNA "C" ONLY)
ANTENNA "C":
(N) VERIZON WIRELESS
o
y PANEL ANTENNA
Ohr "ANTEL" BXA-70080-8CF_2 NOTE: CONTRACTOR SHALL
V� N� VERIFY FINAL ANTENNA
ANTENNA" A . AZIMUTHS W CLIENT
(N) VERIZON WIRELESS REPRESENTITIVE PRIOR TO
PANEL ANTENNA COMMENCING INSTALLATION
Q" "ANTEL" LPA-80090-8CF COM
C�
(TYP OF 2 PER SECTOR)
SCALE: NTS (11 X17)
2 NEW ANTENNA PLAN SCALE: NTS24X36
( )
(E) VERIZON WIRELESS
N VALMONT PART NO. 140499 PANEL ANTENNA
2-3/8" O.D. PIPE OR EQUAL
SECTOR
QTY.
TIP HEIGHT
FT. AGL
ANTENNA
LENGTH
AZIMUTH
MECHANICAL
DOWN TILT
NO. OF
COAX RUNS
COAX
SIZE
ANTENNA
ALPHA
2
±184'-0"
±7'-11"
3300
20
2 NEW
15/811
A
1
±184'-0"
±4'-0"
3300
20
DIPLEXED
B
1
±184'-0"
±7'-11"
330°
1°
2 NEW
15/8
C
BETA
2
±184'-0"
±7'-11"
900
20
2 NEW
15/811
A
1
±184'-0"
±4'-0"
900
20
DIPLEXED
B
1
±184'-0"
±7'-11"
900
-
2 NEW
15/811
C
GAMMA
2
±184'-0"
±7'-11"
2100
20
2 NEW
15/811
A
1
±184'-0"
±4'-0"
2100
20
DIPLEXED
B
1
±184'-0"
±7'-11"
2100
-
2 NEW
15/811
C
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
H/CT
90% REVIEW
4
04-11-10
H/CTJ
CLIENT COMMENT
5
04-19-11
H/CTJ
CLIENT COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11MH/CT
±250'
BP SUBMITTAL
1 5/8"
BETA
±250'
4 NEW
15/811
GAMMA
1250'
4 NEW
SITE NAME
WAl GARDINER -
LTE
ATC SITE #82962
APN:
801181001
SITE ADDRESS
� (2) (N) 700MHz TOWER MOUNTED
(N) VALMONT PART NO. O ANYONE AMPLIFIER MOUNTED TO (E) — 1696 STATE HWY 104
ANTENNA MOUNTING PIPE
62508 PIPE MOUNTS OR
EQUAL (STACKED) (AWC-TMA-DD-700-C)
REF: 2/4.1
NOTE:
Q REFERENCE OWNERS MANUAL
FOR CONNECTION AND
MOUNTING INFORMATION
FOR AMPLIFIER
(E) CROSS FRAME
rinr 1111/111A1T
COAX LENGTH SCHEDULE
SECTOR
LENGTH
#COAX
DIAMETER
ALPHA
±250'
4 NEW
1 5/8"
BETA
±250'
4 NEW
15/811
GAMMA
1250'
4 NEW
15/811
NOTE: I QUILCENE, WA 98376 I
COAX ROUTING TO MATCH EXISTING COAX ROUTE
SHEET TITLE
ANTENNA
DETAILS
U �C� vr� �rv� rir� mvviv � SHEET NO.
SCALE: NTS (11X17) SCALE: NTS (11X17)SCALE: NTS (11X17)
A-4.0
3 CRASS PLATE DETAIL SCALE: NTS (24X36) 4 MOUNT DETAIL SCALE: NTS (24X36) 5 ANTENNA & COAX SCHEDULE'
SCALE: NTS (24X36)
APR 272011
JEFFERSON COUNTY
DEPT. OF COMMIUNITY DEVELOPMENT
BACK VIEW
TOP VIEW
STIFF ARM
PER MANUFACTURER
SPECIFICATIONS
1
6' MICROWAVE DETAIL
MANUFACTURER: RFS
(RADIO FREQUENCY SYSTEMS)
PART NUMBER: SD4-107BB
DIAMETER:
4811
DEPTH:
29.419
OFFSET:
14.411
WEIGHT:
77 lbs
MOUNTING BRACKET
FURNISHED WITH ANTENNA
BY MANUFACTURER.
UNIVERSAL TAPERED MOUNT
SCALE: NTS (11 X1 7)
SCALE: NTS (22X34) 2
SITE PRO ONE PART# ADP—U.
EASILY ADJUSTS FOR TAPER UP TO 6" IN 3/4" INCREMENTS.
UNIVEERSAL MOUNTING HARDWARE INCLUDED.
UNIVERSAL MOUNTING ROUND LEGS FROM 1" TO 8" AND 600
ANGLE
SCALE: NTS (11 X1 7)
4 MICROWAVE MOUNT I SCALE: NTS (22X34) 5
MW STIFF ARM
SHOWN ON BOTH SIDES
(TYP)
33MM 0 STIFF ARMS.
ADDITIONAL BRACKETS (NOT
SHOWN) MAY BE REQUIRED.
CONNECTION P,' ER
MANUFACTURER SPECS.
RE 3/A,,A
STIFF ARM DETAIL
NOT USED
The use of the high wind kit improves the windload performance. The survival windspeed increases
to 250 knilh (156 mph).
Product Type Reinforcement Hardware
Kit Tete Increased Windload
Diameter. ft (m) 4(1.2)
Material
The windkit includes only the red marked parts and fixing
hardwareOnly applicable for dual polarized antennas below 10 GHz
I gI&IRM-1
4' DIA MICROWAVE DISH
SCALE: NTS (11 X1 7) 3
SCALE: NTS (22X34) I
SCALE: NTS (11 X1 7) 6
SCALE: NTS (22X34) I
T -Mount
+250'
M
Sway ba+r
(0 33 mm)
Hot dip galvanised steel
NOTE:
41-011 DISH, INSTALL
(2) KITS PER
-ANTENNA
MICROWAVE STIFF ARM
NOT USED
SCALE: NTS (11 X17)
SCALE: NTS (22X34)
SCALE: NTS (11 X17)
SCALE: NTS (22X34)
Cascadia
3ML
8760122ND AVE,, NE
KIRKLAND., WA 98033
PH: (425) 828-1008
ISP
.0 / - Zn - / 2--
e)
R 2 L 2011
CPM PROJECT NO.: 3649
INO.
NO.
PRELIMINARY
D/C
DATE
0
DESCRIPTION
0
01-17-11
VD/C
H/CTI
90% REVIEW
104-11-10
M/CT
M/CT
CLIENT COMMENT
I
I 5 104-19-11
HICT
nw�
CLIENT COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11
H/CT
BP SUBMITTAL
SITE NAME
WA1 GARDINER -
LTE
ATC SITE #82962
E
F� E
APR 2 7 2011
JEFFERSON COUNTY
DEPT OF CONIMMNITY DEVELOPMENT
APN:
801181001
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
MW ANTENNA
DETAILS
SHEET NO.
A-4.1
'w.�' ra,a r s a g x3a✓s,,,s< t 'a st a € i e s � .. � �, a .»....:� R R � �... +�,.. . .. � x '� rr , x, y
e
1 SUBMITTAL
NO.
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
\AH/CT
90% REVIEW
4
04-11-10MH/CT
CLIENT COMMENT
5
04-19-11
H/CT
CLIENT COMMENT
1 SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11MH/CT
BP SUBMITTAL
CONTRACTOR GENERAL NOTES
1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT,
SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE
ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPE OF
WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY CLIENT'S
REPRESENTATIVE AND THE WIRELESS SERVICES COMPANY.
2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS,
ORDINANCES, REGULATIONS, SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL
PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANY REGULATIONS
AND DIRECTIVES.
3. ALL MATERIALS SUPPLIED BY THE CLIENT'S REPRESENTATIVE REPRESENTATIVE,
AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL
AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER
MANUFACTURER'S RECOMMENDATIONS.
4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO
VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/HERSELF
WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK
INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S
EXPENSE.
5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE
OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE
CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY
AND ALL DISCREPANCIES TO CLIENT'S REPRESENTATIVE PRIOR TO COMMENCING
THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND
SPECIFICATIONS, DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE
PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE
DOCUMENTS.
6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL
TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED
AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIAL WILL BE
RETURNED TO CLIENT'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING
FACILITY PER THE DIRECTION OF CLIENT'S REPRESENTATIVE..
7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO
A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION
MEETING AT THE SITE HAS TAKEN PLACE.
8. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A
WRITTEN 18 MONTH WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM
CLIENT'S REPRESENTATIVE.
9. THE CONTRACTOR SHALL HAVE DESIGNATED A MANAGER ON SITE AT ALL TIMES
THAT ANY WORK IS BEING PERFORMED. A SUB -CONTRACTOR IS NOT DEFINED AS A
DESIGNATED MANAGER.
10. THE CONTRACTOR SHALL PROVIDE A SCHEDULED LIST OF ALL
SUB -CONTRACTORS, WHICH SHALL INCLUDE ADDRESSES, CELL PHONE NUMBERS,
HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT
LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE
ISSUANCE OF AN NTP.
11. THE CONTRACTOR IS TO KEEP A COMPLETE AND UP-TO-DATE SET OF THE
DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE
AT ALL TIMES. THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST
BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET.
12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE
CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER
THE INFORMATION FROM THE FIELD COPY OF AS -BUILT DRAWINGS TO THE NEW
COPY. THIS NEEDS TO BE SUBMITTED TO CLIENT'S REPRESENTATIVE WITH THE
CLOSEOUT DOCUMENTS.
13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE
NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO
ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE
DISMISSAL OF THE CONTRACTOR FROM THE PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND
TESTING REQUIRED FOR EACH PROJECT. A 48-HOUR NOTIFICATION TO CLIENT'S
REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY
OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE
SUBMITTED TO CLIENT'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION
OR TEST.
15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO
HIM/HER, AND TO REPORT ANY SHORTAGES AND DISCREPANCIES TO CLIENT'S
REPRESENTATIVE AT THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE
THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON
ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING
AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT HIS/HER EXPENSE.
16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE
WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT.
17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF
ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES,
AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS
RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION.
PART 1 - PROJECT GENERAL NOTES
1.1 SCOPE OF WORK
A. PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND
SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS
INDICATED ON THE DRAWINGS AND / OR AS SPECIFIED HEREIN.
1.2 DRAWING USE AND INTERPRETATION
A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT
OF SYSTEMS AND EQUIPMENT UNLESS INDICATED OTHERWISE BY DIMENSIONS OR
DETAILS. EXACT EQUIPMENT LOCATIONS AND ROUTINGS, ETC. SHALL BE
GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR INSTRUCTIONS OF THE
ENGINEER AND/OR CLIENT'S REPRESENTATIVE.
1.3 COMPLETE SYSTEMS
A. GENERAL: FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE
SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE
COMPLETELY ASSEMBLED, TESTED, ADJUSTED, DEMONSTRATED TO BE READY FOR
OPERATION PRIOR TO CLIENT'S REPRESENTATIVE'S ACCEPTANCE.
1.4 CODES AND REGULATIONS
A. GENERAL: COMPLY WITH ALL GOVERNING FEDERAL, STATE AND LOCAL LAWS,
ORDINANCES, CODES, RULES AND REGULATIONS. WHERE THE CONTRACT
DOCUMENTS EXCEED THESE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL
GOVERN. IN NO CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW
MINIMUM LEGAL STANDARDS.
B. UTILITIES: COMPLY WITH ALL APPLICABLE RULES, RESTRICTIONS, AND
REQUIREMENTS OF THE UTILITY COMPANIES SERVING THE PROJECT SITE /
FACILITIES.
C. NON-COMPLIANCE: SHOULD ANY WORK BE PERFORMED WHICH IS FOUND NOT TO
COMPLY WITH ANY OF THE ABOVE, CONTRACTOR SHALL PROVIDE ALL WORK AND
PAY ALL COSTS NECESSARY TO CORRECT THE DEFICIENCIES.
1.5 REFERENCE STANDARDS
A. ALL LATEST PUBLISHED STANDARDS OF THE FOLLOWING ASSOCIATIONS /
ORGANIZATIONS SHALL BE FOLLOWED AND APPLIED WHERE APPLICABLE, AS
MINIMUM REQUIREMENTS.
1) (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE.
2) (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS.
3) (ETL) ELECTRICAL TESTING LABORATORY.
4) (ICEA) INSULATED CABLE ENGINEERS ASSOCIATION.
5) (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS.
6) (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS.
7) (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION.
8) (NESC) NATIONAL ELECTRIC SAFETY CODE.
9) (NFPA) NATIONAL FIRE PROTECTION ASSOCIATION.
10) (UL) UNDERWRITER'S LABORATORIES.
11) (BOCA) BUILDING OFFICIALS & CODE ADMINISTRATORS.
12) (NEC) NATIONAL ELECTRICAL CODE.
1.6 PERMITS
A. GENERAL: ALL PERMITS REQUIRED BY ALL APPLICABLE AGENCIES, WILL BE
OBTAINED BY SUBCONTRACTOR.
1.7 MAINTAINING SITE CONDITIONS
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY
PROJECT SITE. REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE, LITTER, AND
ALL FOREIGN SUBSTANCES IN A LEGAL MANNER. REMOVE PETRO -CHEMICAL SPILLS,
STAINS, AND OTHER FOREIGN DEPOSITS IN COMPLIANCE WITH OSHA REGULATIONS.
RETURN ALL SURFACES TO ORIGINAL CONDITION.
1.9 METALS
1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO
THE CODES AND STANDARDS OF ASTM AND AWS.
2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL
SUBMIT A COPY OF THE CERTIFICATION TO CLIENT'S REPRESENTATIVE.
3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED.
1.10 ANTENNAS AND CABLES
1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING
OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE.
2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO
MANUFACTURER'S RECOMMENDATIONS.
3. TOWER TECHNICIANS MUST BE CURRENT ANDREWS CERTIFIED FOR CABLE
CONNECTOR INSTALLATIONS.
4. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY
AND STRAIGHT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE
MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY.
1.11 WARRANTIES
1. THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF 18
MONTHS OR AS STATED ELSEWHERE IN THE CONTRACT.
2. ROOF WARRANTY: ALL WORK ON ROOFS SHALL BE PERFORMED IN FULL
COMPLIANCE WITH THE ROOF MANUFACTURER AND CONTRACTOR SHALL OBTAIN
WRITTEN VERIFICATION FROM ROOF MANUFACTURER THAT THE WARRANTY
REMAINS VALID AFTER CONSTRUCTION.
GROUNDING
1. THE CONTRACTOR SHALL VERIFY WITH CLIENT'S REPRESENTATIVE THAT ALL
CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS, BRIDGES,
PLATFORMS, AND ANY/ALL ITEMS ARE GROUNDED PROPERLY.
2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH EXOTHERMIC
WELDS AND/OR MECHANICAL TWO -LUG COMPRESSION CONNECTORS AS INDICATED
ON PLANS. USE ONLY STAINLESS STEEL SCREWS, BOLTS WASHERS, AND NUTS FOR
FASTENING.
3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS.
IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE
METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE
APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS.
WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED
UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL.
4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE
GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE
NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS THAT WOULD
FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR.
5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH T&B KOPR SHIELD
ANTI -CORROSIVE AGENT. NO SUBSTITUTIONS ARE PERMITTED. VERIFY THE
PRODUCT WITH CLIENT'S REPRESENTATIVE PRIOR TO USAGE.
6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY
OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS, AND CONNECT
TO THE SURFACE -MOUNTED GROUND BARS. CONNECTION DETAILS SHALL BE
PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE
VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL
BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL
RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE
RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE
ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL
CABINET. ANY ANTENNA CABLES OVER 200 FEET IN VERTICAL LENGTH SHALL ALSO
BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT.
8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL
SCHEDULE A TEST OF THE SYSTEM. CLIENT'S REPRESENTATIVE' REPRESENTATIVE
WILL BE INFORMED 48 HOURS IN ADVANCE OF THE TEST.
'M
° -` 'mr-' ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
CPM PROJECT NO.: 3649
SUBMITTAL
NO.
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
H/CT
90% REVIEW
4
04-11-10
H/CT
CLIENT COMMENT
5
04-19-11
H/CT
CLIENT COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11MH/CT
BP SUBMITTAL
SITE NAME
WAl GARDINER -
Q
ATC SITE #82962
l�
JEFFERSON COUNTY
DENT. OF COA�MUNITY DEUFI.OPMENT ____
APN:
801181001
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN-1
PART 2 - PRODUCTS
2.1 GENERAL
A. GENERAL REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH CONTRACT DOCUMENTS AND STANDARD PRODUCTS OF THE
VARIOUS MANUFACTURERS, WITH ALL MATERIALS AND EQUIPMENT TO BE NEW,
CLEAN, UNDAMAGED, AND FREE OF DEFECTS AND CORROSION.
B. ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED OR APPROVED
MANUFACTURER WILL BE ACCEPTABLE ONLY WHEN THE PRODUCT COMPLIES WITH
OR IS MODIFIED AS NECESSARY TO COMPLY WITH ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS.
C. COMMON ITEMS: WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED,
ALL SHALL BE OF THE SAME TYPE AND MANUFACTURER.
D. UL LISTING: ALL MATERIALS AND EQUIPMENT SHALL BE UNDERWRITERS
LABORATORIES (UL) LISTED AND LABELED, WHERE UL STANDARDS AND LISTINGS
EXIST FOR SUCH MATERIALS OR EQUIPMENT.
2.2 RACEWAY SYSTEMS
A. RACEWAY SIZING: AS REQUIRED BY NEC (MINIMUM) WITH OVERSIZED RACEWAYS
AS INDICATED ON DRAWINGS. MINIMUM CONDUIT SIZE: 3/4 - INCH, UNLESS
INDICATED OTHERWISE.
B. RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT, ELECTRICAL METALLIC
TUBING (EMT), FLEXIBLE STEEL CONDUIT, LIQUID -TIGHT FLEXIBLE STEEL CONDUIT,
SCHEDULE 40 HEAVY WALL, AND SCHEDULE 80 EXTRA- HEAVY WALL RIGID
NON-METALLIC (PVC) CONDUIT, CONFORMING TO APPLICABLE ANSI, NEMA AND UL
STANDARDS.
C. FITTINGS: ALL RACEWAY FITTINGS (EXCEPT FOR RIGID NON-METALLIC CONDUIT)
TO BE STEEL OR MALLEABLE IRON, AND UL -LISTED FOR THE INTENDED
APPLICATION. EMT FITTING TO BE COMPRESSION TYPE.
D. OUTLET BOXES (SURFACE MOUNTED): CADMIUM PLATED CAST OR MALLEABLE
IRON.
E. PULL AND JUNCTION BOXES AND WIREWAYS: USE AS INDICATED AND REQUIRED.
JUNCTION BOXES FOR GENERAL INDOOR USE (DRY LOCATIONS) TO BE OF
GALVANIZED CODE GAUGE STEEL CONSTRUCTION MINIMUM 4" SQUARE x 1 1/2" DEEP
WITH SCREW -ON COVERS. WIREWAYS TO BE UL LISTED, SHEET STEEL
CONSTRUCTION WITH SCREW -ON COVERS. FOR EXTERIOR AND DAMP OR WET
INDOOR LOCATIONS, USE BOXES AND WIREWAYS APPROVED FOR SUCH USE.
F. PIPE SLEEVES: RIGID STEEL CONDUIT OR IRON PIPE.
G. CONDUIT SEALS FOR CAST -IN-PLACE CONCRETE APPLICATIONS - ACCEPTABLE
MANUFACTURERS: O-Z/GEDNEY TYPE "FSK"; THUNDERLINE CORPORATION "LINK
SEAL" WITH "LINK SEAL WALL SLEEVE. FOR CORE -DRILLED AND PRE -CAST OPENING
APPLICATIONS - ACCEPTABLE MANUFACTURERS: O -Z / GEDNEY TYPE "CSML;"
THUNDERLINE CORP. "LINK SEAL."
H. SWEEPS: ALL SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE
PAD SHALL BE MIN. 24" RADIUS.
2.3 ELECTRICAL IDENTIFICATION
A. NAMEPLATES: THREE -LAYER LAMINATED PLASTIC WITH MINIMUM 3/16" HIGH
WHITE ENGRAVED CHARACTERS ON BLACK BACKGROUND AND PUNCHED FOR
MECHANICAL FASTENING.
B. FASTENERS: SELF -TAPPING STAINLESS-STEEL SCREWS NUMBER 10-32
STAINLESS STEEL MACHINE SCREWS WITH NUTS AND FLAT LOCK WASHERS.
C. UNDERGROUND WARNING TAPE: SIX-INCH WIDE POLYETHYLENE TAPE,
PERMANENTLY BRIGHT COLORED WITH CONTINUOUS -PRINTED LEGEND INDICATING
GENERAL TYPE OF UNDERGROUND LINE BELOW AND "CAUTION". COLORS AS
FOLLOWS: 1) RED = ELECTRIC, 2) ORANGE = COMMUNICATIONS.
D. MARKING PENS: PERMANENT, WATERPROOF, QUICK DRYING BLACK INK.
ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT "SHARPIE," OR EQUAL. E.
WIRE TAGS: VINYL OR VINYL -CLOTH SELF-ADHESIVE WRAPAROUND TYPE
INDICATING APPROPRIATE CIRCUIT NUMBER, ETC.
2.4 GROUNDING
A. SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM SHALL ESTABLISH AN
EARTH -RESISTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5 OHMS
FOR BUILDING, CONSISTING OF BONDING OF STRUCTURE AND OTHER METAL
OBJECTS INCLUDING GROUNDING ELECTRODES AND INTERCONNECTING
CONDUCTORS. THIS SHALL BE PERFORMED WITH THE 3 POINT TEST METHOD.
B. MATERIAL - INDICATED AS FOLLOWING:
1. WATER SERVICE METALLIC PIPE
2. BUILDING STEEL
3. CONDUCTORS: COPPER STRANDED OR SOLID TINNED BARE SIZE AS INDICATED
4. GROUND RODS: 5/8" DIA. X 10'-0" LONG COPPER CLAD GROUND ROD
5. CHEMICAL GROUND RODS: XIT GROUND ROD 10'-0" STRAIGHT SHAFT TYPE
6. COMPRESSION: HYGROUND AS MANUFACTURED BY FCI BURNDY. CONNECTIONS
SHALL BE PROTECTED FROM CORROSION AS MANUFACTURED BY ZRC CHEMICAL
PRODUCTS CO., AS NEEDED.
7. CONNECTIONS: DOUBLE HOLE LUGS FOR ALL MECHANICAL CONNECTIONS.
8. EXOTHERMIC: CADWELD WITH PROPER MOLDS
B. RECEPTACLES: 20 AMP, 125V, NEMA 5-208V DUPLEX TYPE. FOR INDOOR
MOUNTED, USE STAINLESS STEEL COVER. FOR OUTDOOR OR WET LOCATION
MOUNTED, USE DEVICE RATED FOR USE. PROVIDE GFCI TYPE WITH SOLID STATE
GROUND FAULT SENSING & 5 MA TRIP FOR OUTDOOR OR WET LOCATIONS.
2.5 CABLE TRAY
A. PROVIDE A COMPLETE CABLE TRAY SYSTEM WITH BENDS, FITTINGS,
ACCESSORIES, ETC. AS REQUIRED.
B. DESCRIPTION: ALUMINUM ALLOY CONSTRUCTION. TYPE: LADDER WITH 12"
MAXIMUM SPACING. DEPTH: MINIMUM 4". WIDTH: AS INDICATED ON DRAWINGS,
(MINIMUM 12" HORIZONTAL RUNS, MINIMUM 6" VERTICAL RUNS). SUPPORT SPAN: 8
FOOT MINIMUM, UNLESS OTHERWISE NOTED. LOADING: 100 POUNDS/FOOT. RADIUS:
36" MINIMUM, (SMALLER RADIUS MAY BE PERMITTED IF APPROVED BY CLIENT'S
REPRESENTATIVE). COVER: VENTILATED .063 ALUMINUM, PROVIDE WHERE
INDICATED.
C. GROUNDING: BOND ALL TRAY SECTIONS USING #2 AWG BARE COPPER GROUND.
D. ACCEPTABLE MANUFACTURERS: NEWTON INSTRUMENTS OR EQUIVALENT
2.14 SURGE SUPPRESSION
A. PRODUCTS MANUFACTURED AS SPECIFIED BY CLIENT DOCUMENTATION.
B. FURNISHED BY CONTRACTOR AND INSTALLED BY CONTRACTOR.
PART 3 - EXECUTION
3.1 GENERAL
A. THE INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE INTENT
OF THE CONTRACT DOCUMENTS.
B. INSTALLATION REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE
INSTALLED AS RECOMMENDED BY THE RESPECTIVE MANUFACTURERS, BY
MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN A NEAT AND
WORKMANLIKE MANNER IN ACCORDANCE WITH THE STANDARDS OF THE TRADE,
AND SO AS NOT TO VOID ANY WARRANTY OF UL LISTING.
C. ADMINISTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER
THE CONTRACTOR'S DIRECT SUPERVISION, USING SUFFICIENT AND QUALIFIED
PERSONNEL AS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH
THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ASSIGN ONE OR MORE
COMPETENT SUPERVISORS WHO SHALL HAVE AUTHORITY TO ACCEPT AND
EXECUTE ORDERS AND INSTRUCTIONS, AND WHO SHALL COOPERATE WITH THE
OTHER CONTRACTORS AND SUBCONTRACTORS, THE ENGINEER, AND CLIENT'S
REPRESENTATIVE IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS.
D. MINIMUM MOUNTING HEIGHT: INSTALL EXPOSED RACEWAY AND ALL OTHER
EQUIPMENT (EG. LIGHTING FIXTURES) WITH NOT LESS THAN 7'-6" CLEAR TO
FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND
EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS.
E. DIMENSIONS AND CLEARANCES: FIELD MEASURE ALL DIMENSIONS AND
CLEARANCES AFFECTING THE INSTALLATION OF ELECTRICAL WORK, IN RELATION
TO ESTABLISHED DATUM, BUILDING OPENINGS AND CLEARANCES, AND WORK OF
OTHER TRADES, AS CONSTRUCTION PROGRESSES.
3.2 EXAMINATION
A. CONDITIONS VERIFICATION: EXAMINE THE AREAS AND CONDITIONS UNDER
WHICH THE WORK IS TO BE PERFORMED, AND IDENTIFY ANY CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT
PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
3.3 MOUNTING HEIGHTS
A. GENERAL: INDICATED HEIGHTS ARE MEASURED FROM THE CENTER OF THE
DEVICE OUTLET BOX TO THE FINISHED FLOOR OR GRADE, UNLESS INDICATED
OTHERWISE. REQUEST INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED.
B. DEVICES: SWITCHES - 48" A.F.F. I RECEPTACLES - 18" A.F.F. I THERMOSTAT - 48"
A.F.F.
3.4 HOLES, SLEEVES, AND OPENINGS
A. GENERAL: PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE
COMPLETION OF WORK, AND RESTORE ALL DAMAGED SURFACES TO MATCH
SURROUNDING SURFACES. MAINTAIN INTEGRITY OF ALL FIRE AND SMOKE RATED
BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. WHEN CUTTING HOLES OR
OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, DAMAGE OR DISTURB
STRUCTURAL ELEMENTS OR REINFORCING STEEL, UNLESS APPROVED IN WRITING
BY THE PROJECT STRUCTURAL ENGINEER.
B. CONDUIT PENETRATIONS: SIZE CORE DRILLED HOLES SO THAT AN ANNULAR
SPACE OF NOT LESS THAN 1/4" AND NOT MORE THAN 1" IS LEFT AROUND THE
CONDUIT. WHEN OPENINGS ARE CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN
ROUGH OPENING. SIZE SLEEVES TO PROVIDE AN ANNULAR SPACE OF NOT LESS
THAN 1/4" AND NOT MORE THAN 1" AROUND THE CONDUIT, PIPE, ETC. PATCH
AROUND SLEEVE TO MATCH SURROUNDING SURFACES.
3.5 HANGERS AND SUPPORTS
A. GENERAL: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND
EQUIPMENT TO BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENER
SUITABLE FOR THE USE, MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL
NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FEET ON
CENTER.
B. OVERHEAD MOUNTING: ATTACH OVERHEAD MOUNTED EQUIPMENT TO
STRUCTURAL FRAMEWORK OR SUPPORTING METAL FRAMEWORK. DO NOT MAKE
ATTACHMENTS TO STEEL ROOFING, STEEL FLOORING OR CEILING MINERAL TILE.
C. WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY,
CONCRETE BLOCK, METAL FRAMING OR SUB -FRAMING.
D. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OR
EXTERIOR BUILDING WALLS, AT LEAST ONE INCH AWAY FROM WALL SURFACE,
USING SUITABLE SPACERS.
E. STRUCTURAL MEMBERS: DO NOT CUT, DRILL OR WELD ANY STRUCTURAL
MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER.
F. INDEPENDENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM
OTHER EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME.
G. TEMPORARY CONDITIONS: DO NOT ATTACH TO OR SUPPORT ELECTRICAL WORK
FROM REMOVABLE OR KNOCKOUT PANELS OR TEMPORARY WALLS OR PARTITIONS.
H. RACEWAY SUPPORTS: RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM
SPACINGS PER NEC, AND SO AS TO PREVENT DISTORTION OF ALIGNMENT DURING
PULLING OPERATION. USE APPROVED HANGERS, CLAMPS AND STRAPS FOR
INDIVIDUAL RUNS. DO NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE
MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE TYPE HANGER
ARRANGEMENT MADE FROM U -CHANNEL AND ACCESSORIES, SUSPENDED BY
THREADED RODS, AND ALLOW AT LEAST 25% SPARE CAPACITY FOR FUTURE
INSTALLATION OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL CONDUITS
SERVING FLOOR -MOUNTED OR "ISLAND" TYPE EQUIPMENT MOUNTED AWAY FROM
WALLS WITH METAL BRACKET OR RIGID STEEL CONDUIT EXTENSION SECURED TO
FLOOR.
1. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT
STEEL BRACKETS, ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO
ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT.
J. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH.
'M
°@-�-mrx"�D AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
Exp
A R2c2011
CPM PROJECT NO.: 3649
PRELIMINARY
NO.
DATE D/C
DESCRIPTION
0
01-17-11 H/CT
90% REVIEW
4
04-11-10 H/CT
CLIENT COMMENT
5
04-19-11PH/CT
CLIENT COMMENT
SUBMITTAL
NO.
DATE
D/C
DESCRIPTION
0
04-22-11IAH/CT
BP SUBMITTAL
SITE NAME
ATC SITE #82962
�PF� 2 7 2011
t
1
APN:
801181001
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN-2
3.6 IDENTIFICATION
A. GENERAL: LOCATE NAMEPLATE MARKING, OR OTHER IDENTIFICATION MEANS ON
OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN ABOVE CEILINGS AND
WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT ROOMS OR OTHER UNFINISHED
AREAS, AND ON INSIDE OF FRONT COVER WHEN IN FINISHED ROOMS /AREAS. USE
CONTRACT DOCUMENT DESIGNATIONS FOR IDENTIFICATION UNLESS INDICATED
OTHERWISE.
B. NAMEPLATES: PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION
FOR EACH SAFETY SWITCH, PANELBOARD, TRANSFORMER, MOTOR STARTER, AND
ALL OTHER EQUIPMENT, ETC.
C. UNDERGROUND WARNING TAPE: DURING TRENCH BACKFILLING FOR EACH
UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE,
PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE LOCATED DIRECTLY
ABOVE LINE, AT SIX TO EIGHT INCHES BELOW FINISHED GRADE.
D. MARKING PEN LABELING: MARK EACH JUNCTION AND PULL BOX INDICATING
SOURCE DESIGNATION AND CIRCUIT NUMBER(S) FOR THE ENCLOSED
CONDUCTORS.
E. LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND IN ALL
PULL BOXES AND JUNCTION BOXES. FOR POWER CIRCUITS, APPLY WIRE TAGS
INDICATING APPROPRIATE CIRCUIT OR FEEDER NUMBER TO EACH CONDUCTOR
PRESENT IN DISTRIBUTION PANEL AND PANELBOARD GUTTERS, AND TO EACH
CONDUCTOR IN PULL AND JUNCTION BOXES.
END LESS THAN 900 IN ANY LOCATION WITH A MINIMUM BEND RADIUS OF 8".
3.7 GROUNDING SYSTEM
1) ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE MADE WITH DOUBLE
HOLE HYDRAULICALLY INDENTED LUGS, EXCEPT FOR TWO CADWELDS, AS SHOWN
ON PLANS.
2) WHERE GROUND CONNECTIONS ARE MADE, THE CONTACT POINTS ARE TO BE
CLEANED AND MADE FREE OF FOREIGN MATERIALS, SUCH AS PAINT AND
CORROSION, TO ENSURE AN ADEQUATE BOND.
3) ALL GROUNDING AND BONDING INSTALLATIONS AND CONNECTIONS SHALL
COMPLY WITH VERIZON WIRELESS WIRELESS SERVICES ELECTRICAL AND
GROUNDING SPECIFICATIONS.
4) ALL MECHANICAL GROUNDING CONNECTIONS MADE THROUGHOUT THESE,
DRAWINGS SHALL BE MADE WITH KOPR-SHIELD. THERE IS NO EQUIVALENT FOR
THESE ANTIOXIDATION COMPOUNDS. NO OTHER COMPOUND WILL BE ACCEPTED.
COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING.
5) FIELD QUALITY CONTROL - FIELD INSPECTION AND TESTING WILL BE PERFORMED
AS REQUIRED:
6) THE CONTRACTOR SHALL VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED,
MEETS NEC ARTICLE 250 REQUIREMENTS, AND IS ACCEPTABLE TO THE LOCAL
UTILITY AND LOCAL AUTHORITY HAVING JURISDICTION.
7) THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE
GROUNDING NETWORK SYSTEM. SYSTEM SHALL BE TESTED AT THE TIME OF
INSTALLATION.
8) THE GROUNDING NETWORK SYSTEM TEST PROCEDURE SHALL COMPLY WITH
NFPA 78 THREE POINT TECHNIQUE FOR GROUND RESISTANCE, EXCEPT AS
MODIFIED HEREIN.
9) CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE INSTALLED SYSTEM.
CONTRACTOR SHALL CONDUCT "SITE RESISTANCE TO EARTH GROUNDING TESTING"
SYSTEM
10) RECORD GROUND RESISTANCE PER CLIENTS COMPANY'S STANDARD. INSTALLED
OHMS.
11) TEST SHALL BE WITNESSED BY CLIENT'S REPRESENTATIVE SHALL ACHIEVE A
GROUND RESISTANCE OF LESS THAN 5 OHMS. TEST RESULTS SHALL BE SUBMITTED
ON THE "GROUND RESISTANCE TEST FORM" TO THE CLIENT'S REPRESENTATIVE
REPRESENTATIVE.
12) SUBMIT 2 COPIES OF THE GROUND RESISTANCE TEST FORM TO THE CLIENT'S
REPRESENTATIVE REPRESENTATIVE.
3.8 CHECKOUT, TESTING, AND ADJUSTING
A. CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, CLIENT'S
REPRESENTATIVE, OR ENGINEER CORRECT ANY DEFICIENCIES, AND REPLACE
MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM
AT DESIGN OR RATED CAPACITY.
B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY &
INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH &
POWER CABINET.
C. GROUNDING - IEEE FALL OF POTENTIAL TESTS: CONDUCT TEST WITH A AEMC
MODEL #4500 TESTER. THE METHOD OF USING TWO AUXILIARY GROUND RODS (AS
DESCRIBED IN I.E.E.E. STANDARD #81 - 1983, PART 1) SHALL BE USED. THE
AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM THE RODS SO
THAT THE REGIONS IN WHICH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP
3.9 SYSTEMS DEMONSTRATION
A. INSTRUCT CLIENT'S REPRESENTATIVE'S REPRESENTATIVE(S) IN THE START-UP,
OPERATION AND MAINTENANCE OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT AS
REQUESTED BY THE CLIENT'S REPRESENTATIVE REPRESENTATIVE.
3.10 CLEANING AND TOUCH-UP PAINTING
A. GENERAL: PERIODICALLY REMOVE FROM THE PROJECT SITE, ALL WASTE,
RUBBISH AND CONSTRUCTION DEBRIS ACCUMULATED FROM CONSTRUCTION
OPERATIONS. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY DEBRIS AND
UNUSED CONSTRUCTION MATERIALS PRIOR TO FINAL ACCEPTANCE.
B. ELECTRICAL EQUIPMENT: REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, WIRE
SCRAPS, RUST, AND OTHER FOREIGN MATERIALS FORM THE INTERIOR AND
EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, AND WIPE DOWN.
CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO
ENERGIZING.
3.10 COAXIAL CABLE INSTALLATION
A. THE COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
B. COAXIAL CABLE SUPPORTS.
1) SUPPORT COAXIAL CABLES INSIDE MONOPOLES WITH "KELLEM" GRIP TYPE
PRODUCTS.
2) SECURE AND SUPPORT COAXIAL CABLES ON OPEN WAVEGUIDES STRUCTURAL
TOWERS.
3) SECURE AND SUPPORT COAXIAL CABLES ON ICE BRIDGES AS INDICATED ON
DRAWINGS.
C. COAXIAL CABLE GROUNDING:
1) THE COAXIAL CABLES SHALL BE GROUNDED TO BUS BAR(S) AT THE ANTENNAS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
2) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BOTTOM OF
THE TOWER OR MONOPOLE USING THE GROUNDING KITS SPECIFIED ON THE
DRAWINGS.
3) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BULKHEADS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
DRAWING ABBREVIATIONS
AFF
ABOVE FINISH FLOOR
LF
LINEAR FEET
AGL
ABOVE GRADE LEVEL
MW
MICROWAVE
AWG
AMERICAN WIRE GAUGE
MAX
MAXIMUM
AC
AIR CONDITIONING
MECH
MECHANICAL
ADJ
ADJUSTABLE
MFR
MANUFACTURER
APPROX
APPROXIMATELY
MGR
MANAGER
AZ
AZIMUTH
MIN
MINIMUM
BLDG
BUILDING
MISC
MISCELLANEOUS
CM
CONSTRUCTION MANAGER
MTL
METAL
CAB
CABINET
NEC
NATIONAL ELECTRICAL CODE
CLG
CEILING
NIC
NOT IN CONTRACT
CLR
CLEAR
NTS
NOT TO SCALE
CO
COPPER
N/A
NOT APPLICABLE
CONC
CONCRETE
OC
ON CENTER
COND
CONDUIT
OD
OUTSIDE DIAMETER
CONST
CONSTRUCTION
OP
OVERHEAD POWER
CONT
CONTINUOUS
OT
OVERHEAD TELCO
CPM
CASCADIA PM
OPP
OPPOSITE
D/C
DRAFTER/CHECKER
PM
PROJECT MANAGER
DEMO
DEMOLISH
PT
PRESSURE TREATED
DIA
DIAMETER
PLYWD
PLYWOOD
DIM
DIMENSION
PROD
PROJECT
DN
DOWN
PROP
PROPERTY
DTL
DETAIL
RO
ROUGH OPENING
DWG
DRAWING
ROW
RIGHT OF WAY
EA
EACH
RRU
REMOTE RADIO UNIT
ELECT
ELECTRICAL
REQ
REQUIRED
ELEV
ELEVATION
SS
STAINLESS STEEL
EQ
EQUAL
SF
SQUARE FEET
EQUIP
EQUIPMENT
SHT
SHEET
EXT
EXTERIOR
SIM
SIMILAR
FIN
FINISH
SPEC
SPECIFICATION
FLR
FLOOR
SQ
SQUARE
FT
FOOT, FEET
STL
STEEL
GC
GENERAL CONTRACTOR
STRUCT
STRUCTURE, STRUCTURAL
GWB
GYPSUM WALL BOARD
TOC
TOP OF CONCRETE
GA
GAUGE
TOM
TOP OF MASONRY
GALV
GALVANIZE(D)
THRU
THROUGH
GR
GRADE
TNND
TINNED
GRND
GROUND
UBC
UNIFORM BUILDING CODE
HVAC
HEATING, VENTING & AIR CONDITIONING
UNO
UNLESS NOTED OTHERWISE
HORIZ
HORIZONTAL
UP
UNDERGROUND POWER
HT
HEIGHT
UT
UNDERGROUND TELCO
IBC
INTERNATIONAL BUILDING CODE
VIF
VERIFY IN FIELD
ID
INSIDE DIAMETER
VERT
VERTICAL
IN
INCH
WP
WATERPROOF
INFO
INFORMATION
W/
WITH
INSUL
INSULATION
W/O
WITHOUT
INT
INTERIOR
CL
CENTER LINE
JBOX
JUNCTION BOX
PL
PROPERTY LINE
LB(S)
POUND(S)
'M
8760122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828-1008
tryoo . , -- 2_"r / 2.
r?R2''2011
CPM PROJECT NO.: 3649
PRELIMINARY
NO.
DATE D/C
DESCRIPTION
0
01-17-11 H/CT
90% REVIEW
4
04-11-10 H/CT
CLIENT COMMENT
5
04-19-11MH/CTI
CLIENT COMMENT
SUBMITTAL
NO.
DATE
DIC
DESCRIPTION
0
04-22-11MH/CT
BP SUBMITTAL
SITE NAME
WAl GARDINER -
LTE
ATC SITE #82962
APN:
SITE ADDRESS
1696 STATE HWY 104
QUILCENE, WA 98376
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN -3
APIA 2 7 2011
i
JEFFERSON COUNTY
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WA 1 GARDINER LTE
n
wireless
ver, gn
ATC SITE #82962
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wire ss
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CONSTRUCTION DRAWINGS
Cascadia PM
PROJECT DATA PROJECT CONTACTS DRAWING INDEX 8760122ND AVE, NE
KIRKLAND, WA 98033
SITE ADDRESS: 1696 STAR ROUTE 104 GOVERNING CODES APPLICANT SHEET DESCRIPTION PH: (425) 828-1008
QUILCENE, WA 98276 VERIZON WIRELESS
IBC -2009, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS 3350 161 st AVENUE SOUTH T-1.0 TITLE SHEET
LATITUDE: 470 55' 17.32" N BELLEVUE, WA 98008 A-1.0 OVERALL SITE PLAN
LONGITUDE: 1220 51'31•.5" W NEC -2008, NATIONAL ELECTRICAL CODE
PROPERTY OWNER A-2.0 ENLARGED SITE PLAN
JURISDICTION: JEFFERSON COUNTY A.D.A. COMPLIANCE POPE RESOURCES
INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. C/O OLYMPIC RESOURCE MGMT A-3.0 EXISTING & PROPOSED EAST ELEVATION
APN: 801181001 HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. ATTN: LAND RECORDS A-4.0 ANTENNA DETAILS
19245 10TH AVENUE NE
GROUND ELEVATION: 714.00'AMSL POULSBO, WA 98370 A-4.1 MICROWAVE ANTENNA DETAILS
TOP OF STRUCTURE: 177AGLI•ALW
� 4a,0
TOWER/POLE OWNER A-4.2 DIPLEXER & TMA DETAILS
OCCUPANCY GROUP: U FAA STUDY: AMERICAN TOWER CORP. 10 GENERAL NOTES
CONSTRUCTION TYPE: TELECOMMUNICATIONS 2009-ANM-1 971 -OE 10 PRESIDENTIAL WAY
ZONING: COMMERCIAL FOREST WOBURN, MA 01801 GN -2 GENERAL NOTES 41
LAND USE DESIGNATION: UNMANNED TELCOM PH: 781.926.4663 GN -3 GENERAL NOTES
PROPERTY DESCRIPTION: S18 T28 R1 ALL OF SECTION (LESS TAX 1 & R/W) S/EASE. FAX: 781.926-4555
SECTION 18, QTR SECTION NE 1/4, TOWNSHIP 28N, RANGE IW LEASING CONSULTANT 1-2-7
CASCADIA PM
8760 122ND AVE NE Contact APR 2 2011
AREA MAP KIRKLAND, WA 98033 1 . I :
Lit 3'/91-46-50 dhanges
BILL POWELL or revl"iions to plans
PH: 425.828.1008
CPM PROJECT NO.: 3649
CONSULTANT
�6Rcl
tv
CASCADIA PM
8760 122ND AVE NE
KIRKLAND, WA 98033
APPROVAL LIST
GIBRAN HASHMI
PH: 425.828.1008
TITLE SIGNATURE
DATE
PRELIMINARY
NO.
DATE
D/C
DESCRIPTION
0
01-17-11
H/CT
90% REVIEW
4
04-11-10
H/CT
CLIENT COMMENT
1 5
104-19-11
H/CT
CLIENT COMMENT
CONSULTING ENGINEER ! %�
SUBMITTAL
NO. DATE D/C DESCRIPTION
0 04-22-11 H/CT BP SUBMITTAL
APR 2 7 20,11
Ll Lj
ITP-
PROPERTY OWNER
VECTOR STRUCTURAL ENGINEERS
SITE ACQUISITION
:>
0
9138 STATE STREET, SUITE 101
y"'
a
SANDY, UT 84070
ZONING
P jj PROJECT LOCATION
PH: 801.990-1775
RF ENGINEER
SUBMITTAL
NO. DATE D/C DESCRIPTION
0 04-22-11 H/CT BP SUBMITTAL
APR 2 7 20,11
Ll Lj
ITP-