HomeMy WebLinkAbout16404 Smokey Point Blvd_BLD323_2026
COMMERCIAL REMODEL
PERMIT APPLICATION
Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223
Phone (360) 403-3551
THIS APPLICATION MUST BE ACCOMPANIED BY THREE (3) SETS OF CONSTRUCTION
PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY
CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE.
Type of Permit: Change of Use/Remodel Commercial Addition
Tenant Improvement
Project Address: 16404 Smokey Point Blvd
Parcel ID#
310529001015
00
Project Valuation: $15,000.00
Project Description:
Sprint proposes to add 3 new panel antennas and 3 new
Remote Radio Head (RRH) units to the existing frames in
leased area on rooftop. No expansion of space is required.
Legal Description:
SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E
OF S/HY EXC E 490. 18FT THOF AKA LOT 2 OF RALPH &
MARY NONTY'S BSP REC VOL 1 OF BSP'S PG 208 AF NO
9009125003
Owner: Larry G. Prewitt
Address: 14721 Evergreen Way
City: Stanwood State: WA ZIP: 98292
Contact Person:
Barbara Chaney for
Sprint
Phone: 206-310-0477
Cell Phone: abov Fax Number:
e
E-mail: barb.chaney@telcopacific.com
Address: 14636 NE 95th St
City: Redmond State: WA ZIP: 98052
Contractor Information
Contractor: TBD at time if issuance Phone: TBD
Address: TBD
City: TBD State: WA ZIP: TBD
License Number: TBD Expiration: TBD
Plumbing Contractor: N/A Phone: TBD
Address: N/A
City: N/A
State:
N/
AN/
A
ZIP: N/A
License Number: N/A Expiration: N/A
Mechanical Contractor: N/A Phone: N/A
Address: N/A
City: N/A State: N/A ZIP: N/A
License Number: N/A Expiration: N/A
Project Name/Tenant: Sprint 2.5 Project Site SE03XC229 Smokey Point
Site Address: 16404 Smokey Point Blvd Bldg/Suite/Unit
IBC Construction Type: 2012 IBC IBC Occupancy Type: U
Description of Use: Wireless Telecommunications Rooftop Site
Building Square Footage: 0 Number of Stories: 5
Square Footage Per Floor: 0
Will there be any installation, modification or removal of the following?
(Check all that apply)
Automatic fire extinguishing systems
Compressed gas systems
Fire alarm and detection systems
Fire pumps
Flammable and combustible liquids (tanks, piping etc…)
Hazardous materials
High piled/rack storage
Industrial ovens/furnace
Private fire hydrants
Spraying or dipping operations
Standpipe systems
Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft)
Provide details on any of the above checked items:
Installation, changes, modifications or removal of any of the above may require additional
submittals,information, or permits during the plan review or construction process.
Building Division:
The Building Division shall review any revisions and addenda. Approved copies will be given to the
contractor to maintain as part of the approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement
and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered
and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types
of special inspection required, and shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to
insure all required City approvals are obtained, prior to work shown on the revisions being
performed.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special
inspector or agency.
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the
approved plans and this document may void this agreement and the Building Officials approval of
the special inspector. In such case a new special inspector and/or firm would need to be proposed
for approval. A failure of the design and/or construction parties to perform in accordance with this
agreement may result in a STOP WORK notice being posted on the project, until nonconforming
items have been resolved.
ACKNOWLEDGEMENTS:
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm
work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/
alarm permits require a separate permit application and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation
requires Snohomish County Health District approval before the permit can be issued. You must
provide the Permit Center a copy of the approval letter or the approved plans. Contact the
Snohomish County Health District at (425) 339-5250 with any questions or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To
determine if your project requires an intake appointment, to schedule an appointment or to ensure
that you have the most current information, please contact the City of Arlington Permit Center at
(360) 403-3551 or by email to permitcenter@arlingtonwa.gov.
I have read and agree to comply with the terms and conditions of this agreement.
Please Attach Plans and Supporting Documents (PDF Only)
SE03XC229 SMOKEY POINT-STAMPED
1-27-2014.pdf; SE03XC229 Smokey Point
Structural Analysis 03.05.14.pdf
STAFF USE ONLY:
Permit Number: Accepted Receipt #
By:
Date Received: Amount Received:
By submission of this form, I hereby certify that the above information is correct and that the
construction on, and the occupancy and the use of the above-described property will be in
accordance with the laws, rules and regulation of the State of Washington.
Permit #: 323
Permit Date: 03/18/14
Permit Type: COMMERCIAL ALTERATION
Project Name: Sprint 2.5 Project
Applicant Name: Sprint
Applicant Address: 14636 NE 95th St
Applicant, City, State, Zip: Redmond, WA 98052
Contact: Barbara Chaney
Phone: 206-310-0477
Email: barb.chaney@telcopacific.com
Scope of Work: 3 New Panel Antennas and Remote Radio Head Units
Valuation: 15000.00
Square Feet: 0
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 04/25/2014
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To:
Property
Parcel # Address Legal Description Owner Name Owner Phone Zoning
16404 SMOKEY POINT PREWITT LARRY 651 Medical & Other
31052900101500 360-333-6125
BLVD G Health Services
Contractors
Contractor Primary Contact Phone Address Contractor Type License License #
MYCOM North 1080 Holcomb CONSTRUCTION
David Roscher 770-776-0000 MYCOMNA882PB
America, Inc Bridge Road CONTRACTOR
Plan Reviews
Date Review Type Description Assigned To Review Status
03/18/2014 Commercial Other No Issues z.Christopher Young
03/18/2014 Commercial Other No Land Use Issue
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $328.23
State Surcharge - 1st DU Residential - 1st Unit $4.50
Building Plan Review Table 4-2 $213.35
Total $546.08
Attached Letters
Date Letter Description
03/27/2014 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
03/26/2014 Barb Chaney 49698672 cc $546.08
Outstanding Balance $0.00
Notes
Date Note Created By:
04/01/2014 Ready to Issue once contractor information is received. Amy Rusko
Uploaded Files
Date File Name
03/19/2014 SE03XC229 SMOKEY POINT-Sprint 2.5 Project CDs 1-27-2014.pdf
03/18/2014 Commercial Remodel Permit Application response (1).pdf
PROJECT INFORMATION:
SMOKEY
POINT
SE03XC229
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
BUILDING
PERMIT
REVISION HISTORY:
CHK.
NO. DATE:
DESCRIPTION:
SMOKEY POINT
BY:
16404 SMOKEY POINT BLVD
ARLINGTON, WA 98223
1/27/2014
SHEET A-4 ADDED BJT
SITE NUMBER: SE03XC229
2
1/9/2014
ISSUED DESIGN REVIEW BJT
1
PLANS PREPARED
BY:
LATITUDE 48.1455442
LONGITUDE -122.185909
B. J.
THOMAS, P.E.
7607
80TH AVE NE
MARYSVILLE,
WA 98270
206-851-1106
GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM
PROJECT DESCRIPTION DRAWING INDEX
DRAWN BY:
CHK. BY:
FROM SPRINT OFFICE IN BELLEVUE WASHINGTON: CONTACT TITLE
CONTACT INFORMATION SPRINT PROPOSES TO INSTALL (3) NEW ANTENNAS KMW DWG: DRAWING DESCRIPTION: DWG: DRAWING DESCRIPTION:
#ET-X-WM-18-65-8P &(3) NEW SAMSUNG 2.5GHz RRH UNITS.
PROPERTY LARRY
G. PREWITT
1. HEAD NORTH ON 124TH AVE NE TOWARD NE 12TH ST 0.7 MI
T-1 TITLE SHEET & PROJECT DATA JL
BJ
OWNER: 14721
EVERGREEN WAY
2. TAKE THE RAMP ONTO WA-520 W 0.6 MI
STANWOOD,
WA 98292
3. TAKE THE INTERSTATE 405 N EXIT TOWARD EVERETT 0.6 MI
G-1 GENERAL NOTES
4. MERGE ONTO I-405 N 14.5 MI
LICENSURE:
5. TAKE THE INTERSTATE 5 N EXIT TOWARD VANCOUVER BC 0.5 MI
G-2 GENERAL NOTES
6. MERGE ONTO I-5 N 23.0 MI
7. TAKE EXIT 206 TO MERGE ONTO WA-531 E/172ND ST NE 0.5 MI
8. TURN RIGHT ONTO SMOKEY POINT BLVD PROGRAM SPRINT
A-1 OVERALL SITE PLAN
MANAGER: KRIS
CONAXIS
. THOM
J A
1000
124TH AVE NE, SUITE 201
. WAS S
A-1.1 ENLARGED SITE PLAN
B F H
BELLEVUE,
WA 98005
E O ING
T T
PHONE:
(206) 310-6732
A O
A-2 SITE ELEVATION
T N
S
CONSTRUCTION SPRINT
PROJECT INFORMATION A-3 GENERAL DETAILS P
37041 R
R R
O E D E
PROJECT JIM
ZACHARIASEN
F G S E E
THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE
E I TER IN
MANAGER:
A-4 ANTENNA PLANS & SCHEDULE
SS G
1000
124TH AVE NE, SUITE 201
IO N
ZONING INFORMATION BELLEVUE,
WA 98005 USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE
NALE
PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.
PHONE:
(425) 387-2404 E-1 ELECTRICAL GROUNDING PLAN
SITE NUMBER: SE03XC229
SPRINT CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL
BE SERVICED ONLY BY AT&T EMPLOYEES AND THE WORK EQUIPMENT:
SITE NAME: SMOKEY POINT CONSULTING B.J.
THOMAS, P.E.
ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY
SITE ADDRESS: 16404 SMOKEY POINT BLVD ENGINEER: 7607
80TH AVE NE HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
ARLINGTON, WA 98223 MARYSVILLE,
WA 98270 ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT
MOBILE
#: 206-851-1106
PARCEL #: 31052900101500
TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B
SECTION 4.11. (5)(B), THIS FACILITY IS EXEMPT FROM THAT ACT.
CURRENT ZONING: TBD
DRAWING INFORMATION:
VICINITY MAP JURISDICTION: CITY OF ARLINGTON
NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. CALL 3 WORKING DAYS BEFORE YOU DIG
SITE TELCOPACIFIC
ACQUISITION: BARBARA
CHANEY NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS DO NOT SCALE DRAWINGS.
CONTRACTOR MUST VERIFY
GOVERNING CODE: 2012 IBC
14636
NE 95TH STREET LOCATION. 1-800-424-5555 ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
BUILDING TYPE: -- REDMOND,
WA 98052 ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
PHONE
#: 206-310-0477 SPRINT MAINTENANCE CREW (ONE PERSON) WILL MAKE AN UTILITIES UNDERGROUND LOCATION CENTER DRAWING ARE SUPERSEDED
BY THE LATEST REVISION.
SITE TYPE: UNSTAFFED TELECOMM FACILITY
THE INFORMATION
CONTAINED IN THIS SET OF
AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. (ID,MT,ND,OR,WA)
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
ELECTRIC - RED PROPOSED - WHITE DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
ZONING: TELCOPACIFIC
SAFETY PRECAUTION SHALL BE IMPLEMENTED BY SEWER - GREEN WATER - BLUE
CLIENT IS STRICTLY
PROHIBITED.
UTILITY PURVEYOR BARBARA
CHANEY CODE COMPLIANCE CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE GAS/OIL - YELLOW
14636
NE 95TH STREET WITH CURRENT OSHA STANDARDS SURVEY - PINK
POWER COMPANY: SNOPUD REDMOND,
WA 98052 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN TEL/CATV - ORANGE DRAWING TITLE:
PHONE
#: 206-310-0477 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
TELCO COMPANY: FRONTIER
NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT
WORK NOT CONFORMING TO THESE CODES: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS
DRAWINGS ARE BEING REVIEWED. TITLE
SHEET
LEGAL DESCRIPTION
2012 INTERNATIONAL BUILDING CODE
CONSULTANT GROUP SIGN OFF
2012 INTERNATIONAL MECHANICAL CODE
SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF S/HY EXC
2012 INTERNATIONAL FUEL GAS CODE LANDLORD'S REPRESENTATIVE: DATE:
E 490.18FT THOF AKA LOT 2 OF RALPH & MARY NONTY'S BSP REC VOL
2012 NFPA 54 - NATIONAL FUEL GAS CODE
CONSTRUCTION MANAGER: DATE:
1 OF BSP'S PG 208 AF NO 9009125003
(PROPANE INSTALLATIONS ONLY) DRAWING NUMBER:
2011 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE CONSTRUCTION PROJECT MANAGER: DATE:
(PROPANE INSTALLATIONS ONLY)
2012 INTERNATIONAL FIRE CODE PROJECT MANAGER: DATE:
2012 UNIFORM PLUMBING CODE
SITE ACQUISITION: DATE:
2011 NATIONAL ELECTRICAL CODE
2007 NATIONAL ELECTRIC SAFETY CODE ZONING: DATE:
LOCAL BUILDING CODE ORDINANCES
RF ENGINEER: DATE:
T-1
ANSI / TIA / EIA - 222 - G
NFPA-101 - LIFE SAFETY CODE
STRUCTURAL STEEL NOTES: WEATHERPROOFING NOTES:
ELECTRICAL NOTES:
1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES
1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN
CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW:
ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE
3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS:
REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS,
W-SHAPES: ASTM A992, 50 KSI A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL
RUBBER WEATHERPROOFING AND TAPE. THIS AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO
ANGLES, BARS CHANNELS: ASTM A36, 36 KSI INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION OR AS SHOWN ON THE BE TAKEN.
HSS SECTIONS: ASTM 500, 46 KSI CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION
IS PROVIDED, WEATHERPROOFING MUST BE DONE PER
PIPE SECTIONS: ASTM A53-E, 35 KSI THE FOLLOWING INSTRUCTIONS.
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 PROJECT INFORMATION:
2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED
INTO COLD SHRINK AND COMPLETELY WRAPPED FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID.
WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY
½†AND EXTENDING PAST THE CONNECTION FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A
3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. BY TWO INCHES AS DISCUSSED BELOW; OR
COMPLETE AND WORKING SYSTEM. SMOKEY
POINT
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. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH
LAYERS OF ELECTRICAL/BUTYL 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE
SE03XC229
RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR
LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO:
4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"∅ ASTM A 307 BOLTS UNLESS NOTED
OTHERWISE.. 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH
TWO LAYERS OF 1.5 INCH WIDE A. UL -- UNDERWRITERS LABORATORIES 16404 SMOKEY
POINT BLVD
SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE
AS DISCUSSED BELOW. B. NEC -- NATIONAL ELECTRICAL CODE
5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. ARLINGTON,
WA 98223
B. COLD SHRINK INSTALLATION PROCEDURE:
D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT
E. IBC -- INTERNATIONAL BUILDING CODE
F. NFPA -- NATIONAL FIRE CODES
1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK
ELECTRICAL TAPE-2 INCHES WIDE. ISSUED FOR:
STRUCTURAL CONCRETE NOTES:
4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM
2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE
WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. BUILDING
PERMIT
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION
FOR CAST-IN-PLACE CONCRETE. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE
AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER.
REVISION HISTORY:
MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO
INCHES ABOVE THE CONNECTION AS THE SPECIFIED
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED START DIMENSION FOR THE COLD SHRINK.
6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED
CHK.
NO. DATE:
DESCRIPTION:
OTHERWISE.
SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT.
BY:
STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED
END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION.
7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL
CABLE DIRECTLY BEHIND THE CONNECTOR. INSTALL.
OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE.
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 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN THE SMALLER DIAMETER COAXIAL CABLE SIDE.
ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO
OTHERWISE ON DRAWINGS:
THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.
STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE
SPECIFIED START DIMENSION MARK. HOLD THE COLD
CONCRETE CAST AGAINST EARTH...............3 IN. SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF
COLD SHRINK TUBE IS IN LINE WITH THE MARK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER
WITH THWN INSULATION.
STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE.
THE CORE WILL BE REMOVED BY UNWINDING IN A
CONCRETE EXPOSED TO EARTH OR WEATHER:
COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED
CORD AWAY FROM THE TUBE.
#6 AND LARGER...............2 IN.
10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL
#5 AND SMALLER & WWF...............1 1/2 IN. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE
COLD SHRINK TUBE BEGINS TO COLLAPSE INTO ENCLOSURES FOR OTHER CLASSIFIED AREAS.
POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY
REMOVED AND THE COLD SHRINK TUBE IS
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: INSTALLED.
11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND
SLAB AND WALL...............3/4 IN.
INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER
BEAMS AND COLUMNS...............1 1/2 IN. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE
SPACER HALVES CAN BE REMOVED OR LEFT IN WORKING ORDER.
PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A
KNIFE.
5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK
ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 2 1/27/2014
SHEET A-4 ADDED BJT
ACI 301 SECTION 4.2.4
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 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED 1/9/2014
ISSUED DESIGN REVIEW BJT
6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR
SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 1
NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL
TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH)
BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT
PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL
BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS PLANS PREPARED
BY:
DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE.
HOLES IN ELEVATED CONCRETE SLABS.
C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE:
15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN ONE YEAR FROM
7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S
DATE OF ACCEPTANCE. B. J.
THOMAS, P.E.
WRITTEN RECOMMENDED PROCEDURES. 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL
RUBBER TAPE 2 TO 3 INCHES WIDE.
16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF 7607
80TH AVE NE
2. REQUIRED TOOLS: KNIFE OR SCISSORS.
THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. MARYSVILLE,
WA 98270
17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY
STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE
AND CONNECTOR TO REMOVE ALL GREASE AND DIRT.
CONCRETE MASONRY NOTES: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL
TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY DAMAGE FOR THE DURATION OF WORK.
206-851-1106
APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT
ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE
18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED.
PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT
ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE
1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER
RUNOFF. DRAWN BY:
CHK. BY:
(F'M=1,500 PS). MEDIUM WEIGHT (115 PCF).
19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING
STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER
TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING.
2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH.
THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 JL
BJ
INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD
CONTACT WITH THE UNDERLYING CABLE. ON 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L.
3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER,
BUILD UP THIS AREA WITH EXTRA BUTYL APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.
RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR
PACKETS DOWN TO THE SMALLER DIAMETER CABLE. LICENSURE:
4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND
STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL
TAPE 2 INCH WIDTH OVERLAPPING EACH
AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.
ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
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
5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE
REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS
OF ELECTRICAL TAPE MUST EXTEND TWO INCHES
THOM
INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
. A
.J
(THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING
CABLE.
WA S
6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE
B OF SHIN
FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS
ARE PRESENT. THE LAST WRAP OF TAPE SHALL 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE
TE GT
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
A O
NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP
KNIFE OR SCISSORS.
T N
S
7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.
D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE:
24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.
P
8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS
R R 37041 R
O E D E
OF 4'-0" OF HEIGHT.
25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NO-OXIDE A" BY DEARBORNE
F GISTE E E
1. REQUIRED MATERIAL: SELF-AMALGAMATING TAPE -1.5 INCHES WIDE AND
BLACK ELECTRICAL TAPE - 2 INCHES WIDE.
E R IN
S
CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE
SI NG
TREATED - NO SUBSTITUTIONS.
ONALE
9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
2. REQUIRED TOOLS: KNIFE OR SCISSORS.
10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END
STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE
AND CONNECTOR TO REMOVE ALL GREASE AND
OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS EQUIPMENT:
DIRT.
11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS.
SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE
STEP 2: START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT
LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. INSTALL (3) NEW
ANTENNAS & (3) NEW RRH UNITS.
12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION.
UNITS.
27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.
STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND
THE CABLE, MAKING SURE THE TAPE IS WRAPPED
13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF.
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. DRAWING INFORMATION:
STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT
USING HALF OVERLAP (0.75 INCH WIDE) LAYERS.
14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND
SECTION 2104.6.1 OF U.B.C. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST
2 INCHES. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE
AT LEAST ONE FULL ROUND OVER THE CABLE
15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS
AND APPLY THE LOOSE END TO THE UNDERLYING
DRAWINGS OR SPECIFICATIONS.
30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
SELF-AMALGAMATING TAPE USING THUMB PRESSURE.
POWER. THE INFORMATION
CONTAINED IN THIS SET OF
16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES STEP 7: TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN
THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR
CONTAINING REINFORCING STEEL. LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION
CREATING A SHINGLED EFFECT WITH THE TAPE 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. DISCLOSURE OTHER THAN
WHICH IS RELATED TO NAMED
SO WATER WILL BE REPELLED.
CLIENT IS STRICTLY
PROHIBITED.
17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT
32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
TYPE. STEP 8: WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK
ELECTRICAL TAPE- 2 INCH WIDTH OVERLAPPING DRAWING TITLE:
EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED
USING A SHINGLED EFFECT. THE LAYERS SHALL BE 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND
18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING
A SHINGLED EFFECT WITH THE TAPE SO WATER WILL TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM".
SHALE, ALKAU OR ORGANIC MATERIAL. 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 34. ALL BOLTS SHALL BE STAINLESS STEEL.
19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST
WRAP OF TAPE SHALL NOT BE PULLED OR GENERAL NOTES
STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS.
DRAWING NUMBER:
G-1
GENERAL CONSTRUCTION NOTES: SITE WORK NOTES:
FOUNDATION, EXCAVATION AND BACKFILL NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES
OR LEASE LINES, UNLESS OTHERWISE NOTED. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL.
OTHER APPLICABLE CODES AND ORDINANCES.
2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED
HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF
CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES
OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF
DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR
AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY
TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT.
DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557.
PROJECT INFORMATION:
3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS
AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING
PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT
RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS
AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS
OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL SMOKEY
POINT
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT
LOCATION OF ALL EXISTING UTILITIES AND FACILITIES BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO
OBTAIN FROM EACH UTILITY COMPANY DETAILED STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR SE03XC229
FIELD CONDITIONS. INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS
OF REMOVING OR ADJUSTING EXISTING UTILITIES. REQUIRED THICKNESS OF CONCRETE.
4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH
HORIZONTALLY AND VERTICALLY PRIOR TO START OF 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR 16404 SMOKEY
POINT BLVD
NECESSARY FOR CONSTRUCTION SAFETY. CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE
INTERPRETATION OF PLANS SHALL BE IMMEDIATELY TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND
REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION
AND INSTRUCTION, AND NO FURTHER WORK SHALL BE GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE ARLINGTON,
WA 98223
5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED
BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE PLACED IN COMPACTED LAYERS.
DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED
AT HIS/HER OWN RISK AND EXPENSE.
MUST BE VERIFIED.
5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH ISSUED FOR:
6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR
UTILITY LOCATIONS 48 HOURS PRIOR TO START OF LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY
6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL CONSTRUCTION.
DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557.
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD.
BUILDING
PERMIT
7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND
IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION
OF WORK. REVISION HISTORY:
LINES, AND ANTENNA CABLES.
7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH)
8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND
CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE
CHK.
NO. DATE:
DESCRIPTION:
8. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM GRADES AT THE GRADING LIMITS.
PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO
BY:
THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK
ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED.
9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF
FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID
9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA) 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS
STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL REQUIREMENTS.
MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE
COMPLETION OF THE PROJECT.
GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED
TO 95% OF MAXIMUM STANDARD PROCTOR DRY WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL
10. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DENSITY.
FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57
DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING HAS BEEN "ISSUED FOR
FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA.
CONSTRUCTION". 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.
9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS,
11. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES
CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS
THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE.
COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT
AVAILABLE.
12. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO
10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL,
PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER
THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE THE SOILS AND
DOCUMENTS. BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL
ENGINEER. RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS.
13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION
SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE
1/27/2014
SHEET A-4 ADDED BJT
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED
DURING CLEANING OPERATIONS SHALL BE DISPOSED OF GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION 2
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE OFF-SITE BY THE GENERAL CONTRACTOR.
AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
NOTED.
1/9/2014
ISSUED DESIGN REVIEW BJT
15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT
WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE 1
14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING GENERAL CONTRACTOR.
AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY PLANS PREPARED
BY:
OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO
ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT
ALL OSHA REQUIREMENTS. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY
GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, SITE.
TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES
HAVING JURISDICTION OVER THIS LOCATION.
15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND
13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL B. J.
THOMAS, P.E.
SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS.
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 7607
80TH AVE NE
16. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY
SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE.
RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
MARYSVILLE,
WA 98270
ANTENNA & COAX NOTES:
14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE.
17. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS
206-851-1106
SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED
1. VERIFY EACH COAXIAL HYBRID CABLE LENGTH, DIAMETER,
ROUTING, COLOR CODING AND ALL APPURTENANCES WITH AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT.
18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND SAMSUNG.
DRAWN BY:
CHK. BY:
IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND
2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING
COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO
19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION
OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST ADDITIONAL COST TO THE CONTRACT. JL
BJ
THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG.
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 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS, GROUNDED
AS FOLLOWS: LICENSURE:
APPROPRIATE METHODS AND EQUIPMENT.
A. NEAR ANTENNA RAD CENTER ELEVATION,
20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE
RUN IS OVER 200',
CONDITION OR BETTER. C. BOTTOM OF TOWER,
THOM
D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET
. J. A
WAS S
21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS.
B F H
4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED
BY CONTRACTOR. ENVIRONMENTAL NOTES: E
O ING
T T
22. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT
TA ON
S
SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON
SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE SPECIFICATIONS.
RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
P
RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION.
R R 37041 R
O E D E
6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1
AND AS FOLLOWS:
F G S E E
2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND
ES I TER IN
23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS
S G
SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND
IO N
RECOMMENDATIONS. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN
1" SPACING BETWEEN COLORS.
NALE
WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE.
B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH
NO SPACE BETWEEN COLORS.
24. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1"
SPACE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT D. START COLOR BANDS 2" BEYOND WEATHERPROOFING.
MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. EQUIPMENT:
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE E. START SELECTOR COLOR NEXT TO END CONNECTORS.
ENGINEER.
4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED
BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS
25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED
BY GD. SUBJECT TO EROSION.
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 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY
TYPE. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND DRAWING INFORMATION:
AUTHORITIES.
EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT
9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED
SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE.
26. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,
WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE DO NOT SCALE DRAWINGS.
CONTRACTOR MUST VERIFY
ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES.
INCLUDING SEDIMENT REMOVAL AS NECESSARY. ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL
CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND FUTURE CONNECTOR REPLACEMENT.
7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES THE INFORMATION
CONTAINED IN THIS SET OF
ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS
NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION.
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER CLIENT IS STRICTLY
PROHIBITED.
28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM TRK
COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION
DRAWING TITLE:
AT THEIR EXPENSE.
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
29. ALL ITEMS NOT LISTED AS "EXISTING" OR "PROVIDED BY OTHERS" ARE TO BE SUPPLIED AND INSTALLED BY THE
SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES
CONTRACTOR
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 GENERAL
NOTES
ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL,
ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES.
DRAWING NUMBER:
G-2
PROJECT INFORMATION:
SMOKEY
POINT
SE03XC229
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
BUILDING
PERMIT
(E) BUILDING REVISION HISTORY:
CHK.
NO. DATE:
DESCRIPTION:
BY:
(E) YARD
1/27/2014
SHEET A-4 ADDED BJT
(E) BUILDING 2
1/9/2014
ISSUED DESIGN REVIEW BJT
1
(E) BUILDING PLANS PREPARED
BY:
(E) HERTZ EQUIPMENT
RENTAL YARD
(E) BUILDING B. J.
THOMAS, P.E.
7607
80TH AVE NE
MARYSVILLE,
WA 98270
206-851-1106
PROPERTY LINE
(E) BUILDING DRAWN BY:
CHK. BY:
(E) BUILDING
JL
BJ
P
R PARCEL P
O R
P #31052900101500 O
ER P
PARCEL S
E
LICENSURE:
T R
#31052900100800 M
Y T
L Y
O
I- IN L
K
5 E IN
(E) PARKING LOT E
E
HOM
N
Y
J. T A
(E) PARKING LOT
P
. WAS S
O
B F H
R
O
E O ING
NI
T T
T
A O
H
T
ST N
E
B
I- PROPERTY LIN (E) BUILDING W/ SPRINT
ANTENNAS L P
5 LOCATED ON ROOFTOP
V
RO R 37041 D ER
S
E E
(SEE SHT. A-1.1 FOR
ENLARGED SITE PLAN)
F G S E
O
D
ES I TER IN
S G
IO N
U
NALE
T
H
EQUIPMENT:
INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
(E) BUILDING
DRAWING INFORMATION:
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION
CONTAINED IN THIS SET OF
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY
PROHIBITED.
DRAWING TITLE:
OVERALL
SITE PLAN
OVERALL SITE PLAN
DRAWING NUMBER:
22x34 SCALE: 1" = 80'
11x17 SCALE: 1" = 160'
80' 0 40'
80' 160' A-1
(E) (1) SPRINT ANTENNA MOUNTED
ON (E) ANTENNA FRAME
(GAMMA SECTOR: 330° AZIMUTH)
PROJECT INFORMATION:
SMOKEY
POINT
(P) (1) SPRINT ANTENNA KMW #ET-X-WM-18-65-9P
MOUNTED ON (E) ANTENNA FRAME (E) (1) SPRINT 1900MHZ RRH UNIT
(GAMMA SECTOR: 330° AZIMUTH) MOUNTED BEHIND (E) ANTENNA
SE03XC229
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
(P) (1) SAMSUNG 2.5MHz RRH UNIT
BUILDING
PERMIT
MOUNTED BEHIND (P) ANTENNA W/ (P) PIPE
TO PIPE CLAMP & 3"∅ PIPE MAST
REVISION HISTORY:
(SEE SHT. A-3: DETAIL 1)
(E) SPRINT CHAIN LINK FENCED
LEASE AREA AT GROUND LEVEL
CHK.
NO. DATE:
DESCRIPTION:
BY:
(E) ROOFTOP EQUIPMENT (TYP)
X
X
X X
X
X
X
X
X
X
X
X
1/27/2014
SHEET A-4 ADDED BJT
2
(E) (1) SPRINT ANTENNA MOUNTED 1 1/9/2014
ISSUED DESIGN REVIEW BJT
ON (E) ANTENNA FRAME
(E) (1) SPRINT 1900MHz RRH UNIT (ALPHA SECTOR: 90° AZIMUTH) PLANS PREPARED
BY:
(E) HYBRID CABLES ROUTED ALONG
ROOFTOP TO ANTENNA SECTORS MOUNTED BEHIND (E) ANTENNA
(P) (1) SPRINT ANTENNA KMW B. J.
THOMAS, P.E.
#ET-X-WM-18-65-9P MOUNTED ON
(E) ANTENNA FRAME 7607
80TH AVE NE
(ALPHA SECTOR: 90° AZIMUTH)
(P) (1) SAMSUNG 2.5MHZ RRH UNIT
MOUNTED BEHIND (P) ANTENNA W/ (P) MARYSVILLE,
WA 98270
(E) BUILDING
PIPE TO PIPE CLAMP & 3"∅ PIPE MAST
ROOFTOP
(SEE SHT. A-3: DETAIL 1)
206-851-1106
DRAWN BY:
CHK. BY:
(E) ANTENNA FRAME
MOUNTED ON (E) ROOFTOP JL
BJ
(P) (1) SAMSUNG 2.5MHZ RRH UNIT
MOUNTED BEHIND (P) ANTENNA W/ (P) PIPE
TO PIPE CLAMP & 3"∅ PIPE MAST
LICENSURE:
(SEE SHT. A-3: DETAIL 1)
THOM
. J. A
WAS S
B F H
E O ING
T T
A O
T N
S
(E) (1) SPRINT 1900MHZ RRH UNIT
P
MOUNTED BEHIND (E) ANTENNA
R R 37041 R
O E D E
F G S E E
E I TER IN
S
S G
IO N
NALE
EQUIPMENT:
INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
DRAWING INFORMATION:
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
(P) (1) SPRINT ANTENNA KMW
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
#ET-X-WM-18-65-9P MOUNTED
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
ON (E) ANTENNA FRAME
THE INFORMATION
CONTAINED IN THIS SET OF
(BETA SECTOR: 210° AZIMUTH)
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY
PROHIBITED.
(E) (1) SPRINT ANTENNA MOUNTED
ON (E) ANTENNA FRAME
DRAWING TITLE:
(BETA SECTOR: 210° AZIMUTH)
ENLARGED
SITE PLAN
DRAWING NUMBER:
ENLARGED SITE PLAN
22x34 SCALE: 3/16" = 1'
11x17 SCALE: 3/32" = 1' A-1.1
PROJECT INFORMATION:
SMOKEY
POINT
SE03XC229
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
BUILDING
PERMIT
REVISION HISTORY:
CHK.
NO. DATE:
DESCRIPTION:
BY:
1/27/2014
SHEET A-4 ADDED BJT
2
1/9/2014
ISSUED DESIGN REVIEW BJT
1
PLANS PREPARED
BY:
B. J.
THOMAS, P.E.
7607
80TH AVE NE
MARYSVILLE,
WA 98270
(P) SPRINT ANTENNA KMW #ET-X-WM-18-65-9P
206-851-1106
MOUNTED ON (E) ANTENNA FRAME
(TYP OF 3: 1 PER SECTOR)
(P) (1) SAMSUNG 2.5MHz RRH UNIT (P) SPRINT ANTENNA KMW #ET-X-WM-18-65-9P DRAWN BY:
CHK. BY:
MOUNTED BEHIND (P) ANTENNA W/ (P) MOUNTED ON (E) ANTENNA FRAME
(P) SPRINT ANTENNA MOUNTED
PIPE TO PIPE CLAMP & 3"∅ PIPE MAST (TYP OF 3: 1 PER SECTOR)
ON (E) ANTENNA FRAME
(TYP OF 3: 1 PER SECTOR)
(TYP OF 3: 1 PER SECTOR)
JL
BJ
SPRINT RAD CENTER (E) BUILDING
45'-0" AGL
LICENSURE:
TOP OF BUILDING
40'-0" AGL
. THOM
J A
. WAS S
B F H
E O ING
T T
A O
T N
S
P
R R 37041 R
O E D E
F G S E E
E I TER IN
S
S G
IO N
NALE
EQUIPMENT:
INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
DRAWING INFORMATION:
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION
CONTAINED IN THIS SET OF
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY
PROHIBITED.
DRAWING TITLE:
GROUND ELEVATION
SITE
ELEVATION
1 SOUTH ELEVATION
DRAWING NUMBER:
A-2 SCALE: NTS
A-2
12"
PROJECT INFORMATION:
SMOKEY
POINT
SE03XC229
61.0"
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
BUILDING
PERMIT
REVISION HISTORY:
4.3"
CHK.
NO. DATE:
DESCRIPTION:
BY:
KMW ANTENNA DATA
MECHANICAL SPECIFICATIONS
PART NUMBER HEIGHT WIDTH DEPTH WEIGHT
ET-X-WM-18-65-8P 61.0 in 12.0 in 4.3 in 36.4 lbs
CONNECTOR (TYPE / POSITON) STANDARD MOUNTING HARDWARE
8 x MINI DIN (Female), 1 CALIBRATION PORT INCLUDED
ELECTRICAL SPECIFICATIONS
FREQUENCY POLARIZATION GAIN (dBi /dBd) ELECTRICAL DOWN TILT RANGE
2496-2690 MHz ±45° 18.0 / 15.9 (±0.5dB) 0-6°
MAX INPUT POWER
250 WATTS
1/27/2014
SHEET A-4 ADDED BJT
2
1/9/2014
ISSUED DESIGN REVIEW BJT
1
PLANS PREPARED
BY:
B. J.
THOMAS, P.E.
7607
80TH AVE NE
MARYSVILLE,
WA 98270
206-851-1106
DRAWN BY:
CHK. BY:
JL
BJ
SPEC:
LICENSURE:
SIZE- 15.5" x 18.6" x 9.45"
WEIGHT- 59.5 lbs
HOM
J. T A
. WAS S
WEIGHT W/ BRACKET- 71.82 lbs
B F H
E O ING
REQUIRES 3" PIPE
T TO
A
T N
S
1 2.5GHz RRH DETAIL
P
R R 37041 R
O E D E
SCALE: NTS
F G S E E
A-3
ES I TER IN
S G
IO N
NALE
EQUIPMENT:
INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
DRAWING INFORMATION:
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION
CONTAINED IN THIS SET OF
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY
PROHIBITED.
DRAWING TITLE:
GENERAL DETAILS
DRAWING NUMBER:
A-3
(E
) G
A
M
(3 M (E) SPRINT ANTENNA
A
30 S
°) E
C
T
O
R (E) SPRINT 1900 MHZ RRH
(E) SPRINT 1900 MHZ
RRH
(E) SPRINT ANTENNA
PROJECT INFORMATION:
(E) ALPHA SECTOR
(90°)
SMOKEY
POINT
SE03XC229
16404
SMOKEY POINT BLVD
ARLINGTON,
WA 98223
ISSUED FOR:
BUILDING
PERMIT
REVISION HISTORY:
CHK.
NO. DATE:
DESCRIPTION:
BY:
1/27/2014
SHEET A-4 ADDED BJT
2
1/9/2014
ISSUED DESIGN REVIEW BJT
R
1
O
T
C
E )
PLANS PREPARED
BY:
S °
A 0
T 1 (E) SPRINT 1900 MHZ RRH
E (2
B
) (E) SPRINT ANTENNA
(E
B. J.
THOMAS, P.E.
1 EXISTING ANTENNA PLAN
7607
80TH AVE NE
A-4 SCALE: NTS
MARYSVILLE,
WA 98270
206-851-1106
(E
) G
NOTE: DRAWN BY:
CHK. BY:
A
STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRU'S & NEW CABINETS/TEMPORARY
M
PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS.
(3 M (E) SPRINT ANTENNA
A
(P 30 S
JL
BJ
) G °) E
NOTE:
C
A T
EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE.
M O (E) SPRINT 1900 MHZ RRH
R
(3 M (E) SPRINT 1900 MHZ
RRH
3 A S
FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. LICENSURE:
0
°) E
C (E) SPRINT ANTENNA
NOTES:
T
O
ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS
R
PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL
HOM
(E) ALPHA SECTOR
CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
J. T A
. WAS S
(90°)
B F H
E O ING
T T
A O
(P) SPRINT 2500 MHZ ANTENNA
ST N
P
R R 37041 R
O E D E
F G S E E
E I TER IN
S
(P) ALPHA SECTOR
S G
IO N
(90°)
ANTENNA SCHEDULE
NALE
(P) SPRINT 2500 MHZ ANTENNA
ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA MOUNTING
SECTOR AZIMUTH RAD CENTER ELEC. TILT MECH. TILT
FREQUENCY MFR MAKE/MODEL QUANITY SIZE WEIGHT KIT WEIGHT
(P) SAMSUNG 2.5 MHZ RRH
EQUIPMENT:
ALPHA 2500 MHz RFS KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 61" x 12" x 4" 36.4lbs 11lbs 90° 45'-0" -2° 0°
(P) SAMSUNG 2.5 MHZ RRH
BETA 2500 MHz RFS KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 61" x 12" x 4" 36.4lbs 11lbs 210° 45'-0" -2° 0° INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
GAMMA 2500 MHz RFS KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 61" x 12" x 4" 36.4lbs 11lbs 330° 45'-0" -2° 0°
DRAWING INFORMATION:
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION
CONTAINED IN THIS SET OF
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
(P) SAMSUNG 2.5 MHZ RRH
CLIENT IS STRICTLY
PROHIBITED.
(P) SPRINT 2500 MHZ ANTENNA
DRAWING TITLE:
ANTENNA
PLANS
R
& SCHEDULE
O
T
C
E
S °)
A 0
T 1
E (2 R
DRAWING NUMBER:
B O
) T
(P C
E
S °)
A 0
T 1 (E) SPRINT 1900 MHZ RRH
E (2
B
) (E) SPRINT ANTENNA
(E
2 NEW ANTENNA PLAN
A-4
A-4 SCALE: NTS
SYMBOL LEGEND: GROUNDING NOTES:
MGB 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
MASTER GROUND BAR 1/4"x4"x24" COPPER
2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8".
AGB 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS.
ACCESSORY GROUND BAR 1/4"x4"x12" OR
1/4"x4"x20" COPPER 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING
SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX PROJECT INFORMATION:
EXPOSED WIRING OR EQUIVALENT ANTIOXIDANT GREASE.
UNDERGROUND WIRING 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED SMOKEY
POINT
CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES
CADWELD OF THE GROUND BAR WILL BE PERMITTED.
SE03XC229
MECHANICAL CONNECTION 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S
SPECIFIED VALUES. 16404
SMOKEY POINT BLVD
5/8"x8' COPPER CLAD STEEL GROUND ROD
AGB
7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". ARLINGTON,
WA 98223
8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A
INSPECTION PORT
RESISTANCE OF 5 OHMS TO EARTH. ISSUED FOR:
EXOTHERMIC (CADWELD) BELOW GROUND 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR
SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. BUILDING
PERMIT
10. GROUND BARS SHALL NOT BE FIELD MODIFIED. REVISION HISTORY:
11. GROUND RING BURIAL DEPTH SHALL BE 30".
CHK.
NO. DATE:
DESCRIPTION:
(E) AGB MOUNTED NEAR ANTENNAS
BY:
12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE
GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE
BOND FROM (P) RRH & ANTENNA TO (E) AGB
MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE
DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE
(P) MECHANICAL CONNECTION
DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24
HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE
EXPENSE OF THE CONTRACTOR.
1/27/2014
SHEET A-4 ADDED BJT
2
1/9/2014
ISSUED DESIGN REVIEW BJT
1
PLANS PREPARED
BY:
B. J.
THOMAS, P.E.
7607
80TH AVE NE
MARYSVILLE,
WA 98270
206-851-1106
DRAWN BY:
CHK. BY:
JL
BJ
AGB
LICENSURE:
(E) AGB MOUNTED NEAR ANTENNAS
BOND FROM (P) RRH &
THOM
ANTENNA TO (E) AGB
. J. A
WAS S
B F H
E O ING
T T
A O
(P) MECHANICAL CONNECTION
T N
S
(P) MECHANICAL CONNECTION
P
R R 37041 R
O E D E
F G S E E
E I TER IN
BOND FROM (P) RRH & ANTENNA TO (E) AGB
S
S G
IO N
NALE
(E) AGB MOUNTED NEAR ANTENNAS
EQUIPMENT:
INSTALL (3)
NEW ANTENNAS & (3) NEW RRH UNITS.
DRAWING INFORMATION:
AGB
DO NOT SCALE
DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS
AND ADVISE CONSULTANTS OF ANY
ERRORS AND OMISSIONS.
ALL PREVIOUS ISSUES OF THIS
DRAWING ARE
SUPERSEDED BY THE LATEST REVISION.
THE INFORMATION
CONTAINED IN THIS SET OF
DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER
THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY
PROHIBITED.
DRAWING TITLE:
ELECTRICAL
GROUNDING
PLAN
DRAWING NUMBER:
1 ELECTRICAL GROUNDING PLAN
E-1 22x34 SCALE: 3/8" = 1'
11x17 SCALE: 3/16" = 1'
E-1