2020.0259.PR0008 Final_Zoning_Drawings_TCOMM911_Yelm_Water_Tank_09012020TCOMM911 YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
VICINITY MAP
NOT TO SCALE
GENERAL LOCATION MAP
NOT TO SCALE
CONSULTANT GROUP SIGN OFF
CONSTRUCTION COORDINATOR
DATE SIGNATURE TCOMM911 SIGN OFF DATE SIGNATURE
LANDLORD'S REPRESENTATIVE
PROJECT MANAGER
SITE ACQUISITION
COMPLIANCE
DEPLOYMENT MANAGER
E-911 ENGINEER
INTERCONNECT
OPERATIONS
RF ENGINEER
ZONING
CONSTRUCTION MANAGER
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES TO
TCOMM911 SERVICES IS STRICTLY PROHIBITED.
PROPRIETARY INFORMATION
PROJECT CONTACT LIST
PROPERTY OWNER:
CITY OF YELM
106 2ND ST SE
YELM, WA 98597
RF ENGINEER MANAGER
SITE ACQUISITION MANAGER
INITIAL:Y N
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO
EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
POWER/TELCO COORDINATOR
FINAL ZONING
APPROVAL / SIGN OFF OF FINAL ZONING DRAWINGS
PROJECT
PROJECT
19-17-2E S2-NE-NW KA LOT 4 SS-8036 25/408
LEGAL DESCRIPTIONPROJECT INFORMATION
ZONING CLASSIFICATION:
CODE INFORMATION:
I (INDUSTRIAL)
BUILDING CODE:IBC 2015
CONSTRUCTION TYPE:IIB
OCCUPANCY:U, S-2
JURISDICTION:CITY OF YELM
PROPOSED BUILDING USE:UNMANNED TELECOM
LATITUDE:
SITE LOCATION (NAD83):
46° 56' 58.31" N
LONGITUDE:122° 36' 05.17" W
TOP OF STRUCTURE:485.10' AMSL
BASE OF STRUCTURE:332.30' AMSL
2500 SF
PROJECT LEASE AREA:
22719210404
PARCEL NUMBER:
7.63 ACRES
AREA OF PARCEL:
-- SF
NEW IMPERVIOUS AREA:
1.PARKING REQUIREMENTS ARE UNCHANGED.
2.TRAFFIC IS UNAFFECTED.
3.SIGNAGE IS UNAFFECTED.
GENERAL INFORMATION:
UTILITY COMPANIES
152.8' AGL
0.0' AGL
(46.949531° N)
(122.601436° W)
FROM THURSTON 911 COMMUNICATIONS OLYMPIA OFFICE:
·HEAD EAST ON PACIFIC AVE SE TOWARD DEHART DR SE
·TAKE RAMP LEFT FOR I-5 N
·AT EXIT 111, TAKE RAMP RIGHT FOR WA-510 EAST TOWARD MARVIN
RD S / YELM
·AT ROUNDABOUT, TAKE 1ST EXIT ONTO QUINAULT DR NE
·TURN RIGHT ONTO WA-510 / MARVIN RD NE
·PASS THROUGH 4 ROUNDABOUTS, REMAINING ON WA-510
·TURN RIGHT TO STAY ON WA-510 / YELM HWY SE
·BEAR LEFT ONTO 1ST ST N
·ROAD NAME CHANGES TO RHOTON RD SE
·TURN LEFT ONTO 1ST ST NE
·CONTINUE ONTO NW RHOTON RD
·TURN LEFT
·DESTINATION WILL BE ON THE LEFT
DRIVING DIRECTIONS
TBD
TELEPHONE:POWER:
PUGET SOUND ENERGY
PHONE: (888) 225-5773
TITLE SHEET
T-1.0
CITY OF YELM
106 2ND ST
YELM, WA 98597
STRUCTURE OWNER:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND
OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
SUPERSEDED BY THE LATEST REVISION.
LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER
MOUNTS FOR EXISTING OR PROPOSED LOADING. CONTRACTOR
AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR
MOUNTING PRODUCTS USED & THEIR ADEQUACY. MOUNTS
SHOWN IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY.
DISCLAIMERS
2015 IBC, STANDARDS AND AMENDMENTS, WAC 51-50
2015 IMC, STANDARDS AND AMENDMENTS, WAC 51-52
2015 IFC, STANDARDS AND AMENDMENTS, WAC 51-54A
2015 UPC, STANDARDS AND AMENDMENTS, WAC 51-56, 51-57
2014 NEC, STANDARDS AND AMENDMENTS, WAC 296-46B
2015 IECC/WASHINGTON STATE ENERGY CODE, WAC 51-11C
CODE COMPLIANCEPROJECT DESCRIPTION:
TCOMM911 PROPOSES TO CONSTRUCT AN UNMANNED
TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF (2) MICROWAVE
ANTENNAS, (2) OMNI ANTENNAS, AND (1) TTA UNIT MOUNTED ON AN
EXISTING 152.8' WATER TANK; ALSO AN EQUIPMENT SHELTER, 1000 GAL
PROPANE TANK AND KOHEL GENERATOR.TCO M M 9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
DRAWING INDEX
DWG NO.DESCRIPTION
T-1.0 TITLE SHEET
G-1.0 GENERAL NOTES
G-1.1 GENERAL NOTES & SYMBOLS
A-1.0 BOUNDARY PLAN
A-1.1 OVERALL SITE PLAN
A-1.2 ENLARGED SITE PLAN
A-2.0 PROPOSED ENLARGED SITE PLAN
A-2.1 PROPOSED ENLARGED ANTENNA PLAN
A-3.0 ELEVATION
APPLICANT:
PROJECT ARCHITECT:
LDC, INC.
CONTACT: RICHARD B. HALL, AIA
PHONE: (425) 806-1869
EMAIL: rhall@ldccorp.com
LDC, INC.
CONTACT: RICHARD CARDOZA
PHONE: (253) 218-9017
EMAIL: rcardoza@ldccorp.com
LDC, INC.
CONTACT: VINCE TOWNSEND
PHONE: (425) 806-1869
EMAIL: vtownsend@ldccorp.com
PERMITTING MANAGER:
PROJECT SURVEYOR:
PROJECT MANAGER:
PROJECT CONSULTANT:
PYRAMID NETWORK SERVICES
6519 TOWPATH RD
EAST SYRACUSE, NY 13507
MOTOROLA SOLUTIONS
3131 ELLIOTT AVE
SEATTLE, WA 98121
CONTACT: SEAN GRIER
PHONE: (206) 612-0266
CONSTRUCTION MANAGER:
THURSTON 911 COMMUNICATION
CONTACT: DAVID TAYLOR
PHONE: (360) 704-2736
EMAIL: david.taylor@tcomm911.org
PYRAMID NETWORK SERVICES
CONTACT: JEFF MOCK
PHONE: (480) 212-3183
EMAIL: jmock@pyramidns.com
THURSTON 911 COMMUNICATIONS
CONTACT: KEITH FLEWELLING
2703 PACIFIC AVE SE
OLYMPIA, WA 98507
THURSTON 911 COMMUNICATIONS
GENERAL NOTES:
GENERAL NOTES
G-1.0
1. GENERAL
1.1. SUMMARY OF WORK
A. THE WORK MAY CONSIST OF, BUT NOT BE LIMITED TO, THE INSTALLATION OF EQUIPMENT ANTENNAS
AND LINES, GROUNDING, ELECTRICAL WORK, ETC., ASSOCIATED WITH THE MOTOROLA EQUIPMENT AS
INDICATED ON DRAWINGS AND AS SPECIFIED HEREIN. CONTRACTOR SHALL SUPPLY ALL PERMANENT
MATERIALS/EQUIPMENT REQUIRED AND ALL LABOR, EQUIPMENT, TOOLS, UTILITIES, MINOR
HARDWARE/MATERIALS, TRANSPORTATION AND FACILITIES NECESSARY FOR PROPER EXECUTION AND
COMPLETION OF SERVICES AND INSTALL WORK, WHETHER TEMPORARY OR PERMANENT.
CONTRACTOR SHALL BE OBLIGATED TO PERFORM ALL THE WORK OUTLINED IN THESE DRAWINGS IN
ACCORDANCE WITH THE CONTRACT AGREEMENT, FEDERAL REGULATIONS, STATE REQUIREMENTS,
LOCAL CODES, COMMERCIAL/INDUSTRY STANDARDS, DETAILED SCOPE OF WORK AND THE DOCUMENTS
IDENTIFIED BELOW. IN CASE OF A CONFLICT BETWEEN THE ABOVE LISTED DOCUMENTS REGARDING
STANDARDS OF WORK, THE MORE STRINGENT CRITERIA SHALL APPLY. ANY ADDITIONAL COSTS OR
DELAYS RESULTING FROM CORRECTION OF THE WORK TO COMPLY WITH THE ABOVE REQUIREMENT
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
1.2. SITE VISIT
CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE ITSELF WITH THE SCOPE OF WORK REQUIRED
PER THE DRAWINGS AND ALL LOCAL CONDITIONS AND LAWS AND REGULATIONS THAT MAY IN ANY
MANNER AFFECT THE PRICE, PROGRESS AND PERFORMANCE OF WORK, INCLUDING ANY COSTS
ASSOCIATED WITH IT. THE CONTRACTOR ALSO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS AND NOTIFY THE MOTOROLA REPRESENTATIVE OF
ANY DISCREPANCIES OR INTERFERENCES WHICH AFFECT THE WORK OF THIS CONTRACT.
1.3. STANDARDS AND CODES
THE FOLLOWING DOCUMENTS (LATEST REVISION, IF APPLICABLE) SHALL BE CONSIDERED TO BE
SPECIFICATION AND ARE INCORPORATED HEREIN BY REFERENCE. IN THE EVENT OF CONFLICT
BETWEEN THE REQUIREMENTS OF THIS SPECIFICATION AND THE REQUIREMENTS OF THE REFERENCED
DOCUMENTS, THE STRICTER SPECIFICATION SHALL GOVERN. WHERE PROVISIONS OF THE CODES AND
STANDARDS ARE IN CONFLICT WITH THE BUILDING CODE IN FORCE FOR THIS PROJECT, THE BUILDING
CODE SHALL GOVERN.
A. AMERICAN CONCRETE INSTITUTE:
* ACI 301 - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
* ACI 305 "HOT WEATHER CONCRETING".
* ACI 306 "COLD WEATHER CONCRETING".
* ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."
* ACI 614 "RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE".
* ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION".
* ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES".
* ACI 613 "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE".
B. AMERICAN NATIONAL STANDARDS INSTITUTE:
* ANSI Z359 REQUIREMENTS FOR PERSONAL FALL ARREST SYSTEMS, SUBSYSTEMS AND COMPONENTS
* ANSI Z87.1 OCCUPATIONAL AND EDUCATIONAL EYE AND FACE PROTECTION
* ANSI Z89.1 PROTECTIVE HEADWEAR FOR INDUSTRIAL WORKERS -REQUIREMENTS
* ANSI/IEEE C95.1 SAFETY LEVELS WITH RESPECT TO HUMAN EXPOSURE TO RADIO FREQUENCY
ENERGY
* ANSI/TLA/EIA STANDARD 222: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES.
C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION"
* AISC MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: LATEST EDITION
D. AMERICAN SOCIETY FOR TESTING AND MATERIALS:
* ASTM A615 - "SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE
REINFORCEMENT".
* ASTM C94-80 - "SPECIFICATION FOR READY-MIX CONCRETE".
* ASTM C39-77 - "SPECIFICATION FOR TEST FOR COMPREHENSIVE STRENGTH OF CYLINDRICAL
CONCRETE SPECIMEN".
* ASTM C33 - "SPECIFICATION FOR CONCRETE AGGREGATES".
* ASTM C150 - "SPECIFICATION FOR PORTLAND CEMENT".
* ASTM C172 - "SAMPLING FRESH CONCRETE".
* ASTM C143 - "SLUMP OF PORTLAND CEMENT CONCRETE".
* ASTM D698-91 - "TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING
STANDARD EFFORT".
* ASTM D1556-64 - "DENSITY OF SOIL IN PLACE BY THE SAND-CONE METHOD".
* ASTM D1557 - "TEST FOR MOISTURE-UNIT WEIGHT RELATIONS OF SOILS AND SOIL-AGGREGATE
MIXTURES USING 10-LB. HAMMER AND 18-IN. DROP". (PROCEDURE C)
* ASTM D2487 - "STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL
CLASSIFICATION SYSTEM)"
* ASTM D2922 - "DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE BY NUCLEAR METHODS SHALLOW
DEPTH".
* ASTM D2940 - "STANDARD SPECIFICATION FOR GRADED AGGREGATE MATERIAL FOR BASES OR
SUB-BASES FOR HIGHWAYS OR AIRPORTS"
E. AMERICAN WELDING SOCIETY:
* AWS D12.1 - "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS AND
CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION".
F. CONCRETE REINFORCING STEEL INSTITUTE:
* "MANUAL OF STANDARD PRACTICE"
G. FEDERAL AVIATION ADMINISTRATION:
* DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, AC
70/7460-1G: OBSTRUCTION MARKING AND LIGHTING.
* DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR,
150-5345-43, FAA/DOD SPECIFICATION L-856: HIGH INTENSITY OBSTRUCTION LIGHTING SYSTEMS.
H.FEDERAL COMMUNICATIONS COMMISSION:
*FEDERAL COMMUNICATIONS COMMISSION - RULES AND REGULATIONS PART 17: CONSTRUCTION,
MARKING AND LIGHTING OF ANTENNA STRUCTURES.
I.STRUCTURAL STEEL PAINTING COUNCIL:
*SSPC-SP-1-63: SPECIFICATION FOR PAINTING STEEL STRUCTURES.
J.MOTOROLA R56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES (LATEST REVISION).
K.MOTOROLA'S CIVIL WORKS BID SPECIFICATIONS
L.NATIONAL FIRE PROTECTION ASSOCIATION:
*NFPA 1 - FIRE PREVENTION CODE
*NFPA 70 - NATIONAL ELECTRICAL CODE
*NFPA 101 - LIFE SAFETY CODE
*NFPA 111 - STANDARD ON STORED ELECTRICAL ENERGY, EMERGENCY AND STANDBY POWER
SYSTEMS
*NFPA 780 - STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS
M.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION:
*OSHA 1926
*OSHA DIRECTIVES CPL 2-1.29 - INTERIM INSPECTION PROCEDURES DURING COMMUNICATION
TOWER CONSTRUCTION ACTIVITIES.
1.4.NOTICE TO PROCEED
WHEN THE SITE IS READY FOR INSTALLATION, MOTOROLA SHALL ISSUE A NOTICE TO PROCEED TO THE
CONTRACTOR. UPON RECEIPT OF THE NOTICE OF PROCEED, THE CONTRACTOR SHALL SUBMIT TO
MOTOROLA A SCHEDULE REFLECTING THE WORK PLAN. THE CONTRACTOR SHALL ADVISE THE
MOTOROLA REPRESENTATIVE IMMEDIATELY OF ANY SCHEDULE CHANGES. THE CONTRACTOR SHALL
ADJUST HIS WORK, AS REQUIRED, TO COORDINATE WITH THE MOTOROLA INSTALLATION TEAM IF THE
SCHEDULES OVERLAP DUE TO OTHER CONSTRUCTION ACTIVITIES OCCURING SIMULTANEOUSLY ON
THE SITE. THE CONTRACTOR MUST COORDINATE WITH OTHER CONTRACTORS ON THE SITE TO AVOID
CONFLICT. DPW TO BE PROVIDED WITH A COPY OF THE CONTRACTOR'S SCHEDULE TO INCORPORATE
INTO THE PROJECT SCHEDULE.
1.5.MOTOROLA REPRESENTATIVE
MOTOROLA SHALL DESIGNATE A REPRESENTATIVE. THIS PERSON IS THE ONLY CONTACT POINT
AUTHORIZED TO MAKE ANY CHANGES TO THE CONTRACT PROVISIONS OR THE PLANS AND
SPECIFICATIONS. ANY CHANGES MADE BY THE CONTRACTOR ARE AT THE CONTRACTOR'S
RESPONSIBILITY AND RISK.
1.6.CONTRACTORS FIELD REPRESENTATIVE
CONTRACTOR SHALL ASSIGN A FIELD REPRESENTATIVE WHO IS FAMILIAR WITH THESE SPECIFICATIONS
AND WILL REPRESENT THE CONTRACTOR AND HAVE THE AUTHORITY TO ACT FOR THE CONTRACTOR
AND SUPERVISE ALL CONSTRUCTION ACTIVITIES. THE FIELD REPRESENTATIVE SHALL BE AVAILABLE
WHEN CONSTRUCTION ACTIVITIES BEGIN. THE FIELD REPRESENTATIVE SHALL BE THE PRIMARY POINT
OF CONTACT FOR MOTOROLA DURING THE CONSTRUCTION PHASE OF THE WORK.
1.7.PROJECT MEETINGS
THE CONTRACTOR SHALL CONDUCT THE INITIAL (PRE-CONSTRUCTION) MEETING (INCLUDING ALL
SUB-CONTRACTORS) WITH THE MOTOROLA REPRESENTATIVE WITHIN TWO WEEKS AFTER AWARD OF
THE CONTRACT. SUBSEQUENTLY, THE CONTRACTOR SHALL PROVIDE PROGRESS SCHEDULE UPDATES
TO MOTOROLA ON A WEEKLY BASIS.
1.8.MATERIALS
CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS
INCLUDING: ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION,
WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED,
TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO MOTOROLA'S
ACCEPTANCE.
MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KINDS (AS DEFINED BY
INDUSTRY STANDARDS), FREE OF DEFECTS AND ALL MATERIALS SHALL BE NEW AND UNUSED IN ALL
CASES, UNLESS OTHERWISE SPECIFIED. WHERE THE NAME OF A CONCERN OR MANUFACTURER IS
MENTIONED ON DRAWINGS OR IN SPECIFICATIONS IN REFERENCE TO A REQUIRED SERVICE OR
PRODUCT, AND NO QUALIFICATIONS OR SPECIFICATION OF SUCH IS INCLUDED, THEN THE MATERIAL
SPECIFICATIONS, DETAILS OF MANUFACTURE, FINISH, ETC., SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S STANDARD PRACTICE, DIRECTION OR SPECIFICATIONS. THE CONTRACTOR SHALL
INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S / VENDOR'S
SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE
PRECEDENCE.
1.9.VERIFICATION OF EXISTING CONDITIONS
BEFORE STARTING ANY OPERATION, THE CONTRACTOR SHALL EXAMINE EXISTING WORK, OR WORK
PERFORMED BY OTHERS, TO WHICH ITS WORK IS TO ADJOIN OR BE APPLIED, AND SHALL REPORT TO
MOTOROLA PROJECT MANAGER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY
ACCOMPLISHMENT OF HIS WORK. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE
CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA AS INDICATED IN
THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA. SHOULD THE CONTRACTOR
DISCOVER ANY INACCURACIES, ERRORS, OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY
NOTIFY THE MOTOROLA REPRESENTATIVE IN ORDER THAT PROPER ADJUSTMENTS CAN BE
ANTICIPATED AND ORDERED. FAILURE TO NOTIFY THE MOTOROLA REPRESENTATIVE OF DEFICIENCIES,
ERRORS OR FAULTS PRIOR TO COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE THEREOF
AND WAIVER OF ANY CLAIMS OF UNSUITABILITY, ERRORS, OMISSIONS OR INACCURACIES.
THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
EASEMENTS, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL
REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE
PROPERTY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED
SURVEY CONTROL POINTS. IF THE CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS MOVE OR
DESTROY ANY SURVEY CONTROL POINTS, THE COST INCURRED BY THE LAND OWNER OR MOTOROLA
TO RE-ESTABLISH THEM WILL BE BORNE BY THE CONTRACTOR.
2.0. NATIONAL, STATE, AND LOCAL CONSTRUCTION CODES
CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE MATERIALS AND EQUIPMENT AS APPLICABLE
IN ACCORDANCE WITH THE LATEST REFERENCED CODES AND STANDARDS OF THE FOLLOWING
ORGANIZATIONS:
A.AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
B.NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)
C.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
D.UNDERWRITERS LABORATORIES (UL) OR OTHER LISTING ORGANIZATION
E.OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
2.1.ELECTRICAL SYSTEM DESIGN AND INSTALLATION
A.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) #70, #1221, #250, AND #800, MOST RECENT
EDITION AS ADOPTED AND AMENDED
BY THE AUTHORITY HAVING JURISDICTION (AHJ) AS OF THE DATE OF THE CONTRACT.
B.INTERNATIONAL BUILDING CODE (IBC), MOST RECENT EDITION AS ADOPTED AND AMENDED BY
THE AHJ AS OF THE DATE OF THE CONTRACT.
C.NATIONAL ELECTRICAL CODE (NEC) 708, MOST RECENT EDITION AS ADOPTED AND AMENDED BY
THE AHJ AS OF THE DATE OF THE CONTRACT.
1.ALL EXTERIOR GROUND CONDUCTORS INCLUDING GROUND RING SHALL BE #2 AWG SOLID BARE
TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE INCLUSIVE
ANGLE OF ANY BEND SHALL NOT EXCEED 90°. GROUNDING CONDUCTORS SHALL BE ROUTED
DOWNWARD TOWARD THE BURIED GROUND RING.
2.ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL
EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL-TYPE, EXCEPT FOR
THE GROUND RODS WHICH ARE TEE-TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED
SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED
SUCH AS HOLUB LECTROSOL #15-501.
3.WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL
PROTECTIVE COATING OF A CONDUCTIVE ANTI-OXIDE COMPOUND ON ALL CONNECTORS.
PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL
HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM
SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTER
CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS
SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO.
4.THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE UTILITY COMPANY
REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING
SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN
BE PERFORMED. THE CONTRACTOR SHALL PROVIDE NOTICE TO THE MOTOROLA
REPRESENTATIVE (TWO) DAYS PRIOR TO FINAL TESTING. IF THE CONTRACTOR FAILS TO MAKE
UTILITY COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE CONTRACTOR
SHALL PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE
GROUND RESISTANCE TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE MOTOROLA
REPRESENTATIVE. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO
FAULT THE CONTRACTOR, NO PENALTY APPLY.
5.A RESISTANCE TO GROUND OF (10) OHMS OR LESS IS REQUIRED FOR ALL MOTOROLA SITES. THE
CONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS OWN EXPENSE. IN ADDITION, A THIRD
PARTY SHOULD BE HIRED TO OBTAIN MEGGER AND SWEEP RESULTS ON ALL SITES INCLUSIVE
OF WHAT RESULTS THE CONTRACTOR SUBMITS, TO INSURE PROPER QUALITY CONTROL ON ALL
SITES. SCHEDULE FINAL MEGGER TEST SUCH THAT THE MOTOROLA REPRESENTATIVE CAN BE
PRESENT FOR FIELD VERIFICATION. REFER TO THE MOTOROLA MASTER SPECIFICATION FOR
MEGGER TESTING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE MEASUREMENT
EXCEEDS 10 (TEN) OHMS, THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE.
6.ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
7.THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE
DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED BENDING RADIUS
IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 FEET OF THE
GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, WITHOUT USING SERIES
OR DAISY CHAIN CONNECTION ARRANGEMENTS.
8.PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS SHALL BE
REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE
GOOD ELECTRICAL CONTINUITY.
9.CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS
ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE LISTED
AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR THE
PURPOSE.
10.ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 30" (OR 6"
BELOW THE FROST LINE, WHICHEVER IS GREATER).
GENERAL GROUNDING NOTES:Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
A/C AIR CONDITIONING
AGL ABOVE FINISH
GRADE
APPROX APPROXIMATELY
BLDG BUILDING
BLK BLOCKING
CLG CEILING
CLR CLEAR
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DIA DIAMETER
DIAG DIAGONAL
DN DOWN
DET DETAIL
DWG DRAWING
EA EACH
ELEV ELEVATION
ELEC ELECTRICAL
EQ EQUAL
EQUIP EQUIPMENT
EXT EXTERIOR
FIN FINISH
FLUOR FLUORESCENT
FLR FLOOR
FT FOOT
GA GAUGE
GALV GALVANIZED
GC GENERAL
CONTRACTOR
GRND GROUND
GYP BD GYPSUM WALL
BOARD
HORZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING
VENTILATION
AIR CONDITIONING
IBC INTERNATIONAL
BUILDING CODE
ID INSIDE DIAMETER
IN INCH
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
LBS POUNDS
MAX MAXIMUM
MECH MECHANICAL
MTL METAL
MFR MANUFACTURE
MGR MANAGER
MIN MINIMUM
MISC MISCELLANEOUS
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OSSC OREGON
STRUCTURAL
SPECIALTY CODE
PLYWD PLYWOOD
PROJ PROJECT
PROP PROPERTY
PT PRESSURE
TREATED
REQ REQUIRED
RM ROOM
RO ROUGH OPENING
SBC SEATTLE
BUILDING CODE
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SF SQUARE FOOT
SS STAINLESS STEEL
STL STEEL
STRUCT STRUCTURAL
STD STUD
SUSP SUSPENDED
THRU THROUGH
TNNG TINNED
TYP TYPICAL
UNO UNLESS NOTED
OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
WP WATER PROOF
UNDERGROUND UTILITYUG
ANTENNA
COAXIAL CABLE
CENTERLINELC
EXISTING
SHEET NUMBER
DETAIL NUMBER
(E)
(P)NEW
PROPANE
UGT UNDERGROUND TELECO
P
COAX
SYMBOLS AND ABBREVIATIONS:
OHT OVERHEAD TELECO
UGP UNDERGROUND POWER
OHP OVERHEAD POWER
GENERAL NOTES:
GENERAL NOTES & SYMBOLS
G-1.1
1.10. PERMITS
THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE
OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE STATE, COUNTY OR LOCAL
GOVERNMENT AUTHORITY. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS
INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
ORDINANCES. THE CONTRACTOR SHALL MEET ALL OF THE REGULATORY REQUIREMENTS OF THE
JURISDICTION GOVERNING CONSTRUCTION.
A. LDC TO OBTAIN SEPARATE PERMITS FROM COUNTY FIRE AND EMERGENCY SERVICES.
1. FIRE PERMIT
a. FUEL TANKS, GENERATOR AND PIPING
b. BATTERIES
2. FIRE SYSTEM PERMIT
a. FM200
1.11. SITE INSPECTION BY MOTOROLA
THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ARRANGING WITH MOTOROLA FOR AN
INSPECTION PRIOR TO COVERING UP ALL WORK THAT WILL BE COVERED IN FINISHED CONDITION. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE THE SEQUENCE OF WORK AND REQUEST THE
INSPECTIONS IN A TIMELY MANNER. THE CONTRACTOR SHALL NOT REQUEST AN INSPECTION
UNLESS ALL OF THE RELATED WORK HAS BEEN COMPLETED. WORK SHALL NOT PROCEED TO THE
NEXT STEP UNTIL THE PREVIOUS STEP HAS BEEN INSPECTED AND APPROVED BY THE LOCAL
INSPECTORS AND THE MOTOROLA REPRESENTATIVE. THE PRESENCE OF THE OWNER OR
MOTOROLA REPRESENTATIVE ON THE JOB SITE IN NO WAY RELIEVES THE CONTRACTOR OF THE
ASSOCIATED RESPONSIBILITIES OF THE JOB. ANY WORK WHICH DOES NOT MEET THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE CORRECTED OR REMOVED SOLELY AT THE
CONTRACTOR'S EXPENSE.
THE FOLLOWING INFORMATION IS INCLUDED AS A GENERAL GUIDE TO THE CONTRACTOR TO ASSIST
IN DETERMINING THE TYPE AND FREQUENCY OF INSPECTIONS. THE LISTED INSPECTIONS
REPRESENT THOSE REQUIRED FOR SMALL OR SIMPLE PROJECTS. LARGE OR COMPLEX PROJECTS
MAY REQUIRE ADDITIONAL INSPECTIONS DEPENDING ON THE SEQUENCE OF WORK.
* FOUNDATIONS EXCAVATION AND REBAR: TO BE MADE AFTER TRENCHES ARE EXCAVATED AND
FORMS ERECTED, REINFORCEMENT PLACED, COMPACTION TESTED, SOIL TREATED, VAPOR BARRIER
PLACED, AND ESSENTIALLY READY FOR CONCRETE PLACEMENT
* GROUNDING: TO BE MADE AFTER THE BELOW GROUND CADWELD CONNECTIONS HAVE BEEN
COMPLETED, PRIOR TO COVERING UP THE TRENCHES
* ELECTRICAL WORK WITHIN WALLS: TO BE MADE AFTER THE ROOF, FRAMING, FIREBLOCKING AND
BRACING IS IN PLACE PRIOR TO THE INSTALLATION OF INSULATION OR WALL/CEILING MEMBRANES.
AS A GENERAL RULE, THE CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO MOTOROLA FOR
INSPECTION OF ALL WORK PRIOR TO CONCEALMENT. THE CONTRACTOR HAS RESPONSIBILITIES
RELATIVE TO ALL TYPES OF INSPECTIONS AND IS RESPONSIBLE FOR CONTACTING ALL OF THE
INSPECTING ENTITIES TO DETERMINE HIS RESPONSIBILITIES. ALL OF THESE INSPECTING ENTITIES
HAVE UNIQUE AND SEPARATE RESPONSIBILITIES. ONE INSPECTION FROM AN ENTITY WILL NOT
SUBSTITUTE FOR AN INSPECTION FROM ANOTHER ENTITY. CONTRACTOR IS RESPONSIBLE FOR ALL
SCHEDULING & COORDINATION OF ALL INSPECTIONS REQUIRED BY CODE/PERMIT.
1.12. SAFETY
THE CONTRACTOR, HIS EMPLOYEES, ANY SUB-CONTRACTORS, VENDORS, THEIR RESPECTIVE
EMPLOYEES AND CONTRACTOR'S VISITORS SHALL COMPLY WITH ALL SAFETY STANDARDS,
ACCIDENT PREVENTION REGULATIONS AND ENVIRONMENTAL REGULATIONS PROMULGATED BY
FEDERAL, STATE OR LOCAL AUTHORITIES HAVING JURISDICTION AND SHALL AT ALL TIMES CONDUCT
ALL OPERATIONS UNDER THE CONTRACT IN A MANNER TO AVOID THE RISK OF BODILY HARM TO ANY
PERSONS AND THE RISK OF DAMAGE TO ANY PROPERTY, EQUIPMENT OR MATERIAL. SUCH PARTIES
SHALL ALSO COMPLY WITH ANY SAFETY PROGRAMS AND/OR RULES PROMULGATED BY OWNER
AND/OR MOTOROLA.
1.13. ELECTRO MAGNETIC EMISSIONS
THE CONTRACTOR SHALL ACKNOWLEDGE ALL OR PORTIONS OF THE WORK MAY INVOLVE POSSIBLE
EXPOSURE OF CONTRACTOR, SUB-CONTRACTORS, AND THEIR RESPECTIVE EMPLOYEES, AGENTS,
INVITEES, LICENSEES AND OTHER VISITORS TO THE JOBSITE AND/OR MOTOROLA PREMISES TO
ELECTRO-MAGNETIC ENERGY ("EME") WHILE PERFORMING WORK UNDER THIS CONTRACT,
ESPECIALLY IF WORK IS PERFORMED ON EXISTING ANTENNA TOWERS OR BUILDING TOPS WHERE
ANTENNAS ARE LOCATED. THE CONTRACTOR REPRESENTS THAT CONTRACTOR,
SUBCONTRACTORS, AND ALL OF THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES, LICENSEES,
AND OTHER AUTHORIZED REPRESENTATIVES WHO ARE PERFORMING SERVICES UNDER THIS
AGREEMENT WILL COMPLY WITH ALL ANSI AND ANY OTHER APPLICABLE EME STANDARDS, RULES OR
REGULATIONS, INCLUDING, BUT NOT LIMITED TO THOSE RULES OR REGULATIONS IMPOSED OR
SUGGESTED BY MOTOROLA, IF ANY.
THE CONTRACTOR SHALL ADHERE TO ALL OSHA RULES, REGULATIONS AND ADOPTED POLICIES. ALL
CONTRACTOR PERSONNEL SHALL HAVE UNDERGONE ELECTROMAGNETIC ENERGY (EME) TRAINING
FOR PERSONNEL WORKING IN THE VICINITY OF ACTIVE ANTENNAS. AS SUCH IT IS RECOMMENDED
THAT RF MONITORS BE USED BY THE TOWER PERSONNEL TO MONITOR EXPOSURE LEVELS. IF EME
LEVELS AT THE SITE EXCEED THE MAXIMUM PERMISSIBLE EXPOSURE LIMITS, THE CONTRACTOR
SHALL COORDINATE WITH THE INDIVIDUALS RESPONSIBLE FOR USE OF THE TRANSMITTER TO MAKE
SURE THAT THE EQUIPMENT IS DEACTIVATED BEFORE WORK CAN BE RESUMED, WITHOUT CAUSING
A SERIOUS DISRUPTION OF THE SERVICE.
1.14. SITE CLEANUP
THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING
CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, VEGETATION, AND RUBBISH, AND REMOVE
EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. WHENEVER THE WORK-SITE IS LEFT
UNATTENDED, THE CONTRACTOR SHALL BLOCK THE OPENING WITH WARNING TAPE TO DISCOURAGE
TRESPASSING. THE PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
DUST, OR SMUDGES OF ANY NATURE AT THE CONCLUSION OF SITE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE GRADING AND SEEDING OF THE
DISTURBED SOIL. THE CONTRACTOR SHALL USE LOCAL GRASS SEED TO STABILIZE SOIL AND SHALL
COVER DISTURBED AREAS WITH HAY MULCH TO REDUCE RUNOFF OF SEDIMENT TO DOWNSTREAM
AREAS. THE CONTRACTOR SHALL RESTORE THE SITE TO ITS ORIGINAL CONDITION. ALL SLOPES
AND DISTURBED AREAS NOT RECEIVING AGGREGATE SURFACING ARE TO BE PREPARED AND
BROADCAST SEEDED AND FERTILIZED FOR EROSION PROTECTION. SEEDING FOR AREAS DISTURBED
SHALL BE ESTABLISHED SEASONALLY AS REQUIRED BY LOCAL CODES.
THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE OR INTERRUPTION OF EXISTING
UNDERGROUND OR OVERHEAD ELECTRIC SERVICES, UNDERGROUND GROUNDING AND FUEL LINES,
EQUIPMENT AND BUILDINGS ON THE SITE, PLUS OFF SITE SERVICES, BURIED OR OVERHEAD,
SURROUNDING THE EXISTING OR EXPANDED COMPOUND. ANY PROPERTY DAMAGE CAUSED BY THE
CONTRACTOR OR HIS OPERATIONS SHALL BE CORRECTED AND/OR RESTORED TO THE
SATISFACTION OF THE PROPERTY OWNER(S) AND MOTOROLA AT NO ADDITIONAL COST TO THE
PROPERTY OWNER OR MOTOROLA.
BURNING WILL NOT BE PERMITED.
1.15.FACILITY STARTUP & COMMISSIONING
THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL DEMONSTRATE TO MOTOROLA THAT ALL
SYSTEMS AND SUB-SYSTEMS INSTALLED UNDER THIS CONTRACT, OPERATE PROPERLY PRIOR TO
THE FINAL ACCEPTANCE INSPECTION. PROVIDE THE OPERATIONS AND MAINTENANCE MANUALS AT
THIS TIME. DPW TO RECEIVE PAPER & ELECTRONIC COPIES OF ALL DESIGN & AS-BUILT (RECORD)
DRAWINGS.
1.16.SHOP DRAWINGS/AS-BUILT DRAWINGS
THE MODIFICATIONS TO THE DRAWINGS AFTER CONSTRUCTION START SHALL RECEIVE
ENGINEERING & MOTOROLA APPROVAL PRIOR TO ANY CHANGES BEING MADE. THE ENGINEER OF
RECORD SHALL MAKE THE REQUIRED CHANGE AND WILL SUBMIT CHANGES TO MOTOROLA AND ANY
JURISDICTION HAVING AUTHORITY.
THE CONTRACTOR SHALL KEEP UP-TO-DATE MARKED-UP PRINTS OF THE PROJECT DRAWINGS.
UPON COMPLETION OF WORK AT THE SITE, THE CONTRACTOR SHALL REVIEW THE COMPLETED
AS-BUILT DRAWINGS, AND ASCERTAIN THAT ALL DATA FURNISHED ON THE DRAWINGS IS ACCURATE
AND TRULY REPRESENTS THE WORK AS ACTUALLY INSTALLED. MARKINGS INDICATING CHANGES TO
THE DRAWINGS SHALL BE RED OR GREEN AND CLEARLY VISIBLE. TWO (2) SETS OF "AS-BUILT"
DRAWINGS SHALL BE FURNISHED TO THE MOTOROLA REPRESENTATIVE AT THE COMPLETION OF
THE PROJECT. THESE DRAWINGS SHALL ALSO SHOW THE FOLLOWING:
*MODIFICATIONS TO SITE LAYOUT.
*GROUNDING SYSTEM LAYOUT.
*UNDERGROUND FUEL LINE RUN.
*UNDERGROUND TELCO CABLE RUN.
*UNDERGROUND ELECTRICAL RUN.
WHERE THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE SITE EQUIPMENT (SHELTER,
ISOLATION TRANSFORMER, GENERATOR, ETC.) THAT REQUIRES PERIODIC MAINTENANCE, THE
CONTRACTOR SHALL INCLUDE ALL OPERATION AND MAINTENANCE MANUALS AND ALL AS-BUILT
DRAWINGS WHICH FULLY DESCRIBE THE ACTUAL INSTALLED EQUIPMENT.
1.1.TEST PROCEDURES AND RESULTS
THE CONTRACTOR IS REQUIRED TO SUBMIT THE RESULTS OF ALL TESTS REQUIRED BY THE
PROJECT SPECIFICATIONS AND DRAWINGS THAT FALL WITHIN HIS SCOPE OF WORK TO THE
ENGINEER OF RECORD W/COPIES TO MOTOROLA WITHIN FIVE (5) DAYS OF THE TEST. THE
CONTRACTOR IS REQUIRED TO SUBMIT TEST PROCEDURES NINETY (90) DAYS PRIOR TO THE TESTS
BEING CONDUCTED. IN GENERAL, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TEST
RESULTS:
*MIX DESIGN/CONCRETE COMPRESSION TEST FOR ALL CONCRETE WORK.
*TDR IS NOT ACCEPTABLE TO MSI. THE LINES MUST BE TESTED USING A FREQUENCY DOMAIN
REFLECTOMETER (FDR) / SWEEP TEST FOR ANTENNA AND TRANSMISSION LINE. AN ST FROM
MSI MUST BE PRESENT FOR THIS TESTING. SEE R56 2017 SECTION 9.10.12.
INSTALLATION WORK SHALL COMPLY WITH R56 2017 SECTION 9.10.11.2.
*FUEL LINE LEAKAGE TEST FOR FUEL TANK AND PIPING INSTALLATION WORK.
*SLUMP TEST FOR CONCRETE WORK.
*GROUNDING RESISTANCE TEST FOR GROUNDING WORK.
*STRUCTURAL STEEL FABRICATION DRAWINGS
*ANY OTHER TEST THAT MAY BE REQUIRED.
1.1.CONTRACT CLOSEOUT-IN ACCORDANCE WITH MOTOROLA'S SUBCONTRACT AGREEMENT
TERMS AND CONDITIONS
THE MOTOROLA REPRESENTATIVE WILL PROVIDE A CERTIFICATE OF COMPLETION AND APPROVE
FINAL PAYMENT WHEN ALL PUNCH-LIST ITEMS HAVE BEEN CORRECTED AND ALL SYSTEMS ARE
ACCEPTABLE. AFTER FINAL PAYMENT, CONTRACTOR WILL SIGN A RELEASE OF LIEN.
1.2.WARRANTY
ALL WORK PERFORMED BY THE CONTRACTOR IN COMPLETING THE SCOPE IDENTIFIED ON THE
DRAWINGS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE
DATE OF FINAL COMPLETION OF THE PROJECT. THIS GUARANTEE SHALL COVER ALL MATERIALS,
EQUIPMENT OR WORKMANSHIP WHICH IN THE OPINION OF MOTOROLA IS RENDERED DEFECTIVE OR
INFERIOR OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DURING THE GUARANTEE
PERIOD. IF, WITHIN THE GUARANTEE PERIOD, REPAIRS OR CHANGES ARE REQUIRED TO CORRECT
THE GUARANTEE WORK, THEN UPON RECEIPT OF NOTICE, THE CONTRACTOR SHALL PROMPTLY AND
WITHOUT EXPENSE TO MOTOROLA OR THE COUNTY, PROCEED TO:
*PLACE IN SATISFACTORY CONDITION ALL OF SUCH GUARANTEED WORK AND CORRECT ALL
DEFECTS THEREIN.
*MAKE GOOD ALL DAMAGES TO THE STRUCTURE OR SITE OR EQUIPMENT OR CONTENTS
THEREOF, WHICH, IN THE OPINION OF THE MOTOROLA, IS THE RESULT OF THE USE OF
MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH ARE INFERIOR, DEFECTIVE, OR NOT IN
ACCORDANCE WITH THE TERMS OF THE CONTRACT;
*MAKE GOOD ANY WORK, MATERIALS OR EQUIPMENT, AND ADJACENT STRUCTURES DISTURBED
IN FULFILLING THE GUARANTEE.
1.1.RELATED DOCUMENTS
CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION AND REQUIREMENTS CONTAINED IN
THE FOLLOWING DOCUMENTS RELATED TO THE PROJECT:
A.R-56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES BY MOTOROLA.
B.ALL OTHER PERTINENT DOCUMENTS
SITE PLAN APPROVAL
APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND
DRAINAGE IMPROVEMENTS, SITE DRAINAGE & GRADING AND
TEMPORARY EROSION CONTROL IN UNINCORPORATED THURSTON
COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY
APPROVAL OR IMPROVEMENTS PROPOSED IN ANY STATE RIGHT OF
WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING
PERMIT HAS NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF
APPROVAL. SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS
NOT RECORDED PRIOR TO THE PRELIMINARY PLAT APPROVAL
EXPIRATION.
X
X-X.X
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT
COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS
TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET.
1BOUNDARY PLAN
22"x34" SCALE: 1" = 40'11"x17" SCALE: 1" = 80''
BOUNDARY PLAN
A-1.0
PROJECT
I
PROPOSED TCOMM911
12'x24' EQUIPMENT SHELTER
PROPOSED QUANTITIES
POWER LENGTH:
TBD
FIBER/TELCO LENGTH:TBD
ROAD LENGTH:TBD
UNDERGROUND:
OVERHEAD:TBD
ZONING MAP
NOT TO SCALE
ZONING:
I (INDUSTRIAL)
ADJACENT ZONING:
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
R-6 (MODERATE DENSITY RESIDENTIAL)
ADJACENT ZONING:
I (INDUSTRIAL)
ADJACENT ZONING:
I (INDUSTRIAL)
R-6
R-6
R-6
ID
LI
428'-0"± WATER TANK SETBACK
201'-0"± WATER TANK SETBACK159'-0"± WATER
TANK SETBACK287'-0"± WATER TANK SETBACKEXISTING SITE ACCESS
1
A-1.1
PROPOSED TCOMM911
ANTENNAS MOUNTED ON AN
EXISTING 152.8' WATER TANK
PROPOSED TCOMM911
LEASE AREA
RHOTON ROADGRAVE
L
P
A
R
K
I
N
G
A
R
E
A
GRASS
GRASS
GRASS
GRASS GATEPAD MOUNTED
TRANSFORMER
GENERATOR ON
CONCRETE PAD
TELEPHONE PEDESTAL
CCTV PEDESTAL
HANDHOLE
IRRIGATION
CONTROL VALVES
WHEEL STOP
(TYPICAL)
GRAVEL ROADWAY
GRAVEL
SIGN
TANK SUPPORT LEG
ON CONCRETE FOOTING
(TYPICAL)GATEASPHALT DRIVEWAY
WATER, BURIED POWER AND
TELEPHONE PAINTED LOCATES
VERTICAL PIPE
DRAIN
POWER OUTLET AT
EDGE OF FOOTING
GRASS
GRASS
GRASS
GRASS
&
GRAVE
L
GRASS
&
GRAVE
L
VERTICAL
PVC PIPE
FLAG POLE
POWER OUTLET AT
EDGE OF FOOTING
APPROXIMATE FLOOD ZONE DELINEATION
LINE SCALED FROM FEMA FIRMETTE
SET HUB
(TYPICAL)
WATER TANK
(TO REMAIN)
OVERALL SITE PLAN
A-1.11OVERALL SITE PLAN
22"x34" SCALE: 1/16" = 1'-0"
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
EXISTING SITE
ACCESS ROAD
EXISTING TREES,
TYP (TO REMAIN)
EXISTING SITE
ACCESS GATE
1
A-1.2
PROPOSED TCOMM911 ELECTRICAL SERVICE
ORIGINATING FROM AN EXISTING 480Y/277, PSE
XFRM (559640/147526) AND CONTINUING VIA
BURIED CONDUIT WITHIN UNDERGROUND
TRENCH TO TCOMM911 EQUIPMENT SHELTER
(WITH POSSIBLE 25KVA STEP-DOWN
TRANSFORMER LOCATED WITHIN SHELTER)
DELIVERING 200A, 120/240 1PH, SERVICE TO
DISCONNECT AND DISTRIBUTION
PROPOSED TCOMM911 ANTENNAS MOUNTED
ON EXISTING WATER RESERVOIR WITH THE
ADDITION OF GROUND EQUIPMENT
11"x17" SCALE: 1/32" = 1'-0"
PROPOSED
TCOMM911 25'-0"
SETBACK FROM ALL
IGNITION SOURCES,
BUILDINGS, &
PROPERTY LINES
142'-0"
ANTENNA SETBACK
ENLARGED SITE PLAN
A-1.21ENLARGED SITE PLAN
22"x34" SCALE: 1/8" = 1'-0"
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPOSED TCOMM911 90"x33"x47" 35kW GAS
(LIQUID PROPANE FUELED) KOHLER STANDBY
GENERATOR ANCHORED TO 5'x10' CONCRETE
PAD ELEVATED 24" ABOVE GRADE (COMPLIANT
WITH FEMA FLOOD PLAIN REQUIREMENTS)
PROPOSED TCOMM911
MICROWAVE ANTENNAS
MOUNTED ON AN EXISTING
152.8' WATER TANK
PROPOSED TCOMM911 11'-8"x24'
MOTOROLA MSB EQUIPMENT
SHELTER ANCHORED TO CONCRETE
SLAB OVER STEM WALL
FOUNDATION ELEVATED 24" ABOVE
GRADE (COMPLIANT WITH FEMA
FLOOD PLAIN REQUIREMENTS)
PROPOSED TCOMM911 1,000 GAL
LIQUID FUEL TANK MOUNTED ON A
(6'X17') CONCRETE PAD ELEVATED 24"
ABOVE GRADE (COMPLIANT WITH
FEMA FLOOD PLAIN REQUIREMENTS)
PROPOSED TCOMM911
LEASE AREA
PROPOSED TCOMM911 OMNI
ANTENNAS MOUNTED ON AN
EXISTING 152.8' WATER TANK
1
2
3
4
5
6
EXISTING DF DRIP LINE/
ROOT SYSTEM
EXISTING DF DRIP LINE/
ROOT SYSTEM
PROPOSED TCOMM911 (5) 7/8Ø,(1) 1/2"Ø,(2)3/8"Ø
COAX CABLE ROUTED TO OMNI ANTENNAS, TTA &
MW ANTENNAS VIA ICE BRIDGE & CABLE LADDER
11"x17" SCALE: 1/16" = 1'-0"
11'-8"24'-0"10'-6"5'-0"25'-4"23'-9"6'-0"
PROPOSED TCOMM911
25'-0" SETBACK
FROM ALL IGNITION
SOURCES, BUILDINGS,
& PROPERTY LINES 17'-0"28'-10"24'-6"
4'-6"4'-6"TYPPROPOSED
ARBORVITAE SCREEN
(9 TOTAL, ACTUAL
LOCATION TBD)
1
A-2.0
1
A-2.1
PROPOSED ENLARGED SITE
PLAN
A-2.01PROPOSED ENLARGED SITE PLAN
22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"
·OTHER CARRIER ANTENNA ARRAY(S) NOT SHOWN FOR CLARITY
·PROPOSED MICROWAVE ICE SHIELDS NOT SHOWN FOR CLARITY
·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH
MOTOROLA'S R-56 DESIGN STANDARDS
NOTE:
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED
ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT.
SITE TO BE FILLED WITH 6" OF 3/4"Ø CRUSHED
ROCK W/ WEED BARRIER ON 95% COMPACTED FILL.
PROPOSED TCOMM911 90"x33"x47" 35Kw GAS (LIQUID PROPANE FUELED)
KOHLER STANDBY GENERATOR ANCHORED TO 5'x10' CONCRETE PAD.
PROPOSED TCOMM911 1000 GAL LP TANK ANCHORED TO RAISED
CONCRETE SLAB ABOVE FLOOD PLANE.. STRUCTURAL PENDING.
PROPOSED TCOMM911 (5'x5') 3-STEP CONCRETE STOOP
WITH ACCESS RAISED ABOVE FLOOD PLANE (1 TOTAL).
PROPOSED TCOMM911 EQUIPMENT SHELTER ANCHORED TO RAISED
CONCRETE SLAB ABOVE FLOOD PLANE. STRUCTURAL PENDING.
SEE SITE NOTES FOR PROPOSED COAX SIZE AND QUANTITY
PROPOSED TCOMM911 ARBORVITAE SCREEN (9 TOTAL,
ACTUAL LOCATION TBD).
3
5
8
15
22
23
31
32
1.VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS.
2.ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY LDC &
STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Rx ANTENNA
4.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Tx ANTENNA
5.(1) 1/2"Ø COAX FOR EACH TTA
6.(2) 3/8"Ø COAX FOR EACH MICROWAVE ANTENNA
SITE NOTES
CONSTRUCTION PLAN KEYED NOTES
33215
8
EXISTING TREE
(TYP, TO REMAIN)PROPOSED TCOMM911 11'-8"EQUIPMENT SHELTERPROPOSED TCOMM911 24'-0"
EQUIPMENT SHELTER
3
310'-6"5'-0"10'-0"22
17'-0"6'-0"PROPOSED TCOMM911 25'-0" SETBACK
FROM ALL IGNITION SOURCES, BUILDINGS, &
PROPERTY LINES
32
23
5'-0"5'-0"
5
5'-0"5'-0"5'-0"5'-0"5'-2"2'-7"
1'-11"
4'-6"
4'-0"
6"
4'-6"4'-6"4'-6"4'-6"5'-6"4'-6"5
5
10"
10"
31
TANK SUPPORT LEGON CONCRETE FOOTING(TYPICAL)POWER OUTLET ATEDGE OF FOOTINGGRASSPOWER OUTLET ATEDGE OF FOOTINGWATER TANKPROPOSED ENLARGED
ANTENNA PLAN
A-2.11PROPOSED ENLARGED ANTENNA PLAN
22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"
·OTHER CARRIER ANTENNA ARRAY(S) NOT SHOWN FOR CLARITY
·PROPOSED MICROWAVE ICE SHIELDS NOT SHOWN FOR CLARITY
·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH
MOTOROLA'S R-56 DESIGN STANDARDS
NOTE:
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPOSED TCOMM911 CABLE LADDER.
PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED
ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT.
PROPOSED TCOMM911 MAGNET ANTENNA MOUNT (4
TOTAL).
PROPOSED TCOMM911 OMNI ANTENNA, TYP (2 TOTAL).
PROPOSED TCOMM911 TTA UNIT (1 TOTAL).
PROPOSED TCOMM911 MICROWAVE WITH MOUNT (2 TOTAL).
EXISTING 152.8' WATER TANK.
SEE SITE NOTES FOR PROPOSED COAX SIZE AND QUANTITY
PROPOSED TCOMM911 ARBORVITAE SCREEN (9 TOTAL,
ACTUAL LOCATION TBD).
4
6
11
12
13
15
16
31
32
1.VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS.
2.ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY LDC &
STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Rx ANTENNA
4.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Tx ANTENNA
5.(1) 1/2"Ø COAX FOR EACH TTA
6.(2) 3/8"Ø COAX FOR EACH MICROWAVE ANTENNA
SITE NOTES
CONSTRUCTION PLAN KEYED NOTES
15
WATER TANK
34'-0"
11
12
16
13
31
12 TO BALD HILLSTO CR
A
W
F
O
R
D
4
32
31
31
31
31
Y E L M
ELEVATION
A-3.01PROPOSED SOUTH ELEVATION (LOOKING NORTH)
·ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE
WITH MOTOROLA'S R-56 DESIGN STANDARDS
NOTE:
Network Services, LLC
SOLUTIONSMOTOROLA
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
YELM WATER TANK
901 RHOTON RD NW
YELM, WA 98597
5-28-20
ENS
RBH
1 5-28-20 PRELIMINARY ZONING ENS
2 6-11-20 RPZD: ADD SURVEY AAL
3 6-17-20 LEASE EXHIBIT ENS
4 6-23-20 REVISED LEASE EXHIBIT AAL
5 7-18-20 PRELIMINARY ZONING MAZ
6 9-01-20 FINAL ZONING DRAWINGS PPK
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NE
Woodinville, WA 98072
F 425.482.2893T 425.806.1869
Sur vey ing
Engineer ing
Pla nn ing
Woodinville
1851 Central Pl S, #101
Kent, WA 98030
KentTCOMM9-
1-1POLICE ·FIRE ·MEDICAL
9 · 1 · 1
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPOSED TCOMM911 10'-0" TALL PEDESTAL MOUNTED
ICE BRIDGE W/ 8'-0" CLEAR BELOW COAX SUPPORT.
PROPOSED TCOMM911 OMNI ANTENNA, TYP (2 TOTAL).
PROPOSED TCOMM911 TTA UNIT (1 TOTAL).
PROPOSED TCOMM911 MICROWAVE WITH MOUNT (2 TOTAL).
PROPOSED TCOMM911 90"x33"x47" 35Kw GAS (LIQUID PROPANE FUELED)
KOHLER STANDBY GENERATOR ANCHORED TO 5'x10' CONCRETE PAD.
PROPOSED TCOMM911 1000 GAL LP TANK ANCHORED TO RAISED
CONCRETE SLAB ABOVE FLOOD PLANE.. STRUCTURAL PENDING.
PROPOSED TCOMM911 (5'x5') 3-STEP CONCRETE STOOP
WITH ACCESS RAISED ABOVE FLOOD PLANE (1 TOTAL).
PROPOSED TCOMM911 EQUIPMENT SHELTER ANCHORED TO RAISED
CONCRETE SLAB ABOVE FLOOD PLANE. STRUCTURAL PENDING.
EXISTING 152.8' WATER TANK.
PROPOSED TCOMM911 LEASE AREA.
SEE SITE NOTES FOR PROPOSED COAX SIZE AND QUANTITY
PROPOSED TCOMM911 ARBORVITAE SCREEN (9 TOTAL,
ACTUAL LOCATION TBD).
1
3
4
5
11
12
13
15
22
23
31
32
1.VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS.
2.ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY LDC &
STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Rx ANTENNA
4.(1) 7/8"Ø COAX FEEDERS FOR EACH 700MHz Tx ANTENNA
5.(1) 1/2"Ø COAX FOR EACH TTA
6.(2) 3/8"Ø COAX FOR EACH MICROWAVE ANTENNA
SITE NOTES
CONSTRUCTION PLAN KEYED NOTES
TOP OF PROPOSED WATER TANK
152.8' AGL
RAD CENTER OF PROPOSED TCOMM911
MICROWAVE (MW 1,MW 2)
138.0' AGL
BASE HEIGHT OF PROPOSED TCOMM911
ANTENNAS (Tx1, Rx1)
163.0' AGL
FINISH GRADE
0.0' AGL
4
12
11
3
22
5
PROPOSED TCOMM911
10'-0" LEASE AREA
PROPOSED TCOMM911 12'-0"
EQUIPMENT SHELTER 3
1
(BEYOND)
23
32
ABOVE GRADE
2.0' AGL
15
LEG 6
LEG 1 (BEYOND)
LEG 5
LEG 3
LEG 2 (BEYOND)
LEG 4
22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"
31
16
31
13
31
31
31