20170349 Plan Set 11022017To • •Mobile•
WILKENSON RD /RAILWAY
16220 RAILWAY RD SE
YELM, WA 98597
SITE
NUMBER:
SE05198D
PROJECT DESCRIPTION
LATITUDE 460 56'45.46911
N (46.945964) LONGITUDE 1220 35148.911 W (- 122.59694)
J
W I R E L E S S
GENERAL LOCATION MAP
DRIVING DIRECTIONS
PROJECT TEAM
PROJECT DESCRIPTION
DRAWING INDEX
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FROM T- MOBILE BOTHELL 4 OFFICE:
PROPERTY MORALES ARMANDO
OWNER: 16598 LINDSAY RD SE
T- MOBILE PROPOSES TO ADD NEW POWERGEN
7500 APU GENERATOR AND NEW 120 GAL PROPANE
T -1 TITLE SHEET & PROJECT DATA
G -1 GENERAL NOTES
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1. DEPART NORTH CREEK PKWY TOWARD NORTH
CREEK TRAIL 0.3 MI
2. TURN RIGHT ONTO NE 195TH ST 0.3 MI
YELM, WA 98597
FUEL TANK TO EXISTING T- MOBILE SITE.
A -1 OVERALL SITE PLAN
A -1.1 ENLARGED SITE PLAN
A -2 GENERATOR DETAILS
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3. TAKE RAMP LEFT FOR 1 -405 SOUTH TOWARD
RENTON 24.4 MI
4. ROAD NAME CHANGES TO WA -518 W 0.1 MI
5. TAKE RAMP RIGHT FOR 1 -5 SOUTH TOWARD
PORTLAND 37.5 MI
6. AT EXIT 116, TAKE RAMP RIGHT TOWARD MOUNTS
ROAD /OLD NISQUALLY 0.5 MI
7. TURN LEFT ONTO NISQUALLY RD 5.5 MI
PROJECT SAC WIRELESS
MANAGER: ABBE HENRY
1037 THOMAS AVE SW
PHONE #, WA 98057
PHONE #: 763- 607 -7487
a biga il. h en ry @sacw. com
A -3 PROPANE TANK DETAILS
E -1 ELECTRICAL GROUNDING PLAN
E -2 ELECTRICAL GROUNDING DETAILS
PROJECT INFORMATION
THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT
8. TURN BACK ON WA -510 / ST CLAIR CUT -OFF RD SE
2.7 MI
AND WILL BE USED FOR THE TRANSMISSION OF
RADIO SIGNALS FOR THE PURPOSE OF PROVIDING
CONSTRUCTION SAC WIRELESS
MANAGER: ROLLA PUTNAM
BJT
1QWR*mwRd
9. PASS THROUGH 2 ROUNDABOUTS, REMAINING ON
1037 THOMAS AVE SW
PUBLIC CELLULAR SERVICE.
9/18/2017
` SETNnLWA99W
WA- 5104.5 MI
RENTON,WA98057
T- MOBILECERTIFIES THAT THISTELEPHONE
10. TURN RIGHT ONTO WA -510 / YELM HWY SE 2.2 MI
11. TURN LEFT ONTO 1 ST ST N 0.4 MI
PHONE #: 253 - 241 -5939
EQUIPMENT FACILITY WILL BE SERVICED ONLY BY
T- MOBILE EMPLOYEES AND THE WORK ASSOCIATED
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Q
12. BEAR RIGHT ONTO RAILWAY RD NE 0.1 MI
ARRIVE AT 16220 RAILWAY RD SE, YELM, WA 98597
WITH ANY EQUIPMENT CANNOT BE PERFORMED BY
HANDICAPPED PERSONS. THIS FACILITY WILL BE
FREQUENTED ONLY BY SERVICE PERSONNEL FOR
REPAIRPURPOSES. PURSUANT TO THE AMERICANS
WITH DISABILITIES ACT (ADA), APPENDIX B SECTION
SITE SAC WIRELESS
KATHRYN ELLIS
ACQUISITION: 1037 THOMAS AVE SW
RENTON,
ACT. (5)(b), THIS FACILITY IS EXEMPT FROM THAT
ACT.
ZONING INFORMATION
SITE NUMBER: SE05198D
ZONING: SAC WIRELESS
NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT
SITE NAME: WILKENSON RD /RAILWAY
.
JEREMY BOONE
1037 THOMAS AVE SW
RENTON, WA 98057
THIS LOCATION.
NO WASTE WATER OR SOLID WASTE WILL BE
GENERATED AT THIS LOCATION.
VICINITY MAP
SITEADRESS: 16220 RAILWAY RD SE
YELM, WA 98597
T- MOBILE MAINTENANCE CREW (ONE PERSON) WILL
PARCEL #: 64300700600
MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE
HOUR PER TRIP.
CURRENT ZONING: LIGHT INDUSTRIAL
JURISDICTION:
CONSULTING B.J. THOMAS, P.E.
IBC, STANDARDS O
GOV AMENDMENTS, WAC 51 -50
ENGINEER: 7607 80TH AVE NE
MARYSVILLE, WA 98270
PHONE: 206 - 851 -1106
CODE COMPLIANCE
APPROVAL /SIGN OFF OF CONST DRAWINGS
ALL WORK AND MATERIALS SHALL BE PERFORMED
AND INSTALLED IN ACCORDANCE WITH THE
BUILDING TYPE:
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
SITE TYPE: UNSTAFFED TELECOMM FACILITY
bjthomas @bjthomaspe.comcastbiz.net
CURRENT EDITIONS OF THE FOLLOWING CODES AS
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED.
#
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
UTILITY PURVEYOR
REGULATORY REVIEW: DATE:
f
NOTHING ON THESE PLANS IS TO BE CONSTRUCTED
TO PERMIT WORK NOT CONFORMING TO THESE
POWER COMPANY: N/A
LANDLORD'S REPRESENTATIVE: DATE:
CONSTRUCTION MANAGER: DATE:
CODES:
2015 IBC, STANDARDS & AMENDMENTS, WAC 51 -50
TELCO COMPANY: N/A
CONSTRUCTION PROJECT MANAGER: DATE:
PROJECT MANAGER: DATE:
16220 Railway Rd•.
a SRYo1m, WA 9659�7
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2015 IMC, STANDARDS & AMENDMENTS, WAC51 -52
20151FC , STANDARDS & AMENDMENTS, WAC 51 -54
2015 NFPA 54 - NATIONAL FUEL GAS CODE
(PROPANE INSTALLATIONS ONLY)
LEGAL DESCRIPTION
SITE ACQUISITION: DATE:
SECTION 19 TOWNSHIP 17 RANGE 2E QUARTER SW
ZONING: DATE:
RF ENGINEER: DATE:
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NE PLAT MCKENNA IRRIGATED TRACTS BLK 7 LT 5
SWLY 1 OF & LT 6 DOCUMENT 009/044
2014 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE
(PROPANE INSTALLATIONS ONLY)
` CALL TWO WORKING DAYS BEFORE YOU DIG
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2015 INTERNATIONAL FIRE CODE
2015 UPC, STANDARDS & AMENDMENTS, WAC 51 -56,
811
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51 -57
2014 NATIONAL ELECTRICAL CODE
2012 NATIONAL ELECTRIC SAFETY CODE
LOCAL BUILDING CODE ORDI NANCES
ANSI /TIA /EIA -222 -G
NFPA -101 - LIFE SAFETY CODE
NATIONAL UTILITIES UNDERGROUND LOCATE
SAFETY PRECAUTION SHALL ELECTRIC -RED TEL /CATV - ORANGE
BE IMPLEMENTED BY SEWER - GREEN PROPOSED -WHITE
CONTRACTORS) AT ALL
TRENCHING IN ACCORDANCE GAS /OIL- YELLOW WATER - BLUE
WITH CURRENT OSHA SURVEY - PINK
STANDARDS
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R CH0
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s�roiwt. s�'"
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
TITLE SHEET
= DRAWING NUMBER:
T -1
ZL10/5/2017
MINOR REV
BJT
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R CH0
a
s�roiwt. s�'"
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
TITLE SHEET
= DRAWING NUMBER:
T -1
GENERAL NOTES:
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF
DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED
OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL
MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE
INSTALLATION AS DESCRIBED IN THE DRAWINGSANDOWNER'S PROJECT MANUAL.
2. THE CONTRACTOR IS RESPONSIBLE FORALL DIMENSIONS AND STANDARDIZED DETAILS THAT
REQUIRE MODIFICATIONS DUETOACTUAL FIELD CONDITIONS AND REQUIREMENTS MUSTBE
SUBMITTED TO AND APPROVED BY, T- MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK.
3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO
FAMILIARIZE THEMSELVES WITHALL CONDITIONS AFFECTING THE PROPOSED PROJECT.
CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT
DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED
AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEERVERBALLY
AND IN WRITING.
4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS.
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS
OF THE WORK UNDER THE CONTRACT.
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTAND MATERIALS ACCORDING TO
MANUFACTURER'S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES
OR ORDINANCES TAKE PRECEDENCE.
7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTORSHALL
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.
8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION
DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A
VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION"
AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S /ENGINEER'S SIGNED WET STAMP.
9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK
DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE
CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION
AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND
THE PROJECT. THE T- MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY
OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE
MADE AT THE CONTRACTOR'S EXPENSE.
12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE
CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE
STRUCTURE SHALL HAVE A SMOOTH TRANSITION.
13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER
CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING,
ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS,
PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED ORWHERE THE
EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL
CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL
FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE
CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE
CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE
USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT.
14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED
PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE
CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING
WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FORTHE PROPOSED
CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL
BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING
AUTHORITIES DURING THE EXECUTION OF THE WORK.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A
OR 2 -A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING
CONSTRUCTION.
16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID
DISTURBING NORMAL BUSINESS.
17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL
APPROVED MATERIALS AS APPLICABLETO THIS FACILITY AND OR PROJECT SITE.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING
SPECIAL AND BUILDING DEPARTMENT INSPECTIONS.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING
CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY.
20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETCARE INDICATEDAS PROPOSED LOCATION
ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T- MOBILE CONSTRUCTION
MANAGER PRIOR TO STARTING WORK.
CONCRETE NOTES:
SITE WORK NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
THE ACI 301, ACI 318 AND THE SPECIFICATION
1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED
CAST -IN -PLACE CONCRETE.
FROM THE SITE AND DISPOSED OF LEGALLY.
2. ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNO.
2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE
PCs EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC
3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN
UNLESS NOTED OTHERWISE. SPLICES CLASS
"B" AND ALL HOOKS
SHALL BE STANDARD UNO.
MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE
PROVIDED FOR REINFORCING STEEL
4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE
UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH -3IN. CONCRETE
PRIOR TO THE CRUSHED STONE APPLICATION.
EXPOSED TO EARTH OR WEATHER:
MINOR REV
BJT
#6 AND LARGER ..........................2 IN.
9/27/2017
REVISED GENERATOR
5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE
#5 AND SMALLER & WWF .........11/2 IN.
9/18/2017
ISSUED DESIGN REVIEW
ENCOUNTERED IN THE WORK, SHALL BE PROTECTEDAT ALL TIMES, AND WHERE
REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATEDAS
5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED
AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES
DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR
TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8"
LARGER IN DIAMETER THAN THE ANCHOR
WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL
BOLT, DOWEL OR ROD AND SHALL CONFORM
TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR
PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
AS SHOWN ON THE DRAWINGS. AVOID CUTTING
EXISTING REBAR WHEN DRILLING HOLES IN THE
ELEVATED SLAB.
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRICAND OTHER UTILITIES, WHICH
INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE
6. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S
CAPPED, PLUGGED OR OTHERWISE DISCONTINUEDAT POINTS WHICH WILL NOT
WRITTEN RECOMMENDED PROCEDURES.
INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
ENGINEERING.
7. FLOAT SURFACE SHALL BE A SMOOTH
FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS
DEPRESSIONS. SURFACE SHALL BE SLOPEDAT 2 % TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT.
7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT
COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A
ABBREVIATIONS
UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN
THE SPECIFICATION LANDSCAPE WORK.
AC AIRCONDITIONER
JT
JOINT
AFF ABOVE FINISHED FLOOR
LAM
LAMINATED
8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM
AFG ABOVE FINI SHED GRADE
LF
LINEAL FOOT
TP COARSE, SUB ROUNDED NATURAL RIVER OR BANKSAND, WASHED, FREE OFSILTOR
AFS ABOVE FINISHED SLAB
ALUM ALUMINUM
MANUF
MAX
MANUFACTURER
MAXIMUM
CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN
ANCHOR BOLT
MECH
MECHANICAL
ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:
ANGLE
MH
MANHOLE
ARCH ARCHITECTURAL
MM
MILLIMETER
SIEVE SIZE PERCENT PASSING
BTS BASE TRANSMISSION SYSTEM
MIN
MINIMUM
3/8" 100
BLDG BUILDING
BM BEAM
MISC
MPH
MISCELLANEOUS
MILES PER HOUR
NO. 4 MESH 60 -90
BOT BOTTOM
MTL
METAL
NO. 8MESH 0 -45
B.O. BOTTOM OF
NIC
NOT IN CONTRACT
NO. 16 MESH 0 -25
BOC BOTTOM OF CONCRETE
NOM
NOMINAL
NO. 100 MESH 0 -2
BOS BOTTOM OF STEEL
NTS
NOT TO SCALE
NO. 200 MESH 0
CONTROL JOINT
OC
ON CENTER
-2
CENTER LINE
OD
OUTSIDE DIAMETER
CLG CEILING
OH
OVERHEAD
9, BMP'S FOR TEMPORARY EROSION /SEDIMENTATION CONTROL SHALL BE IMPLEMENTED
CLR CLEAR
OPNG
OPENING
PER LOCAL, CITY OR COUNTY GUI DELI NES AND PER PLAN IF APPLICABLE.
CMU CONCRETE MASONRY UNIT
OPP
OPPOSITE
COL COLUMN
(P)
PROPOSED
CONC CONCRETE
PCs
PERSONAL COMMUNICATION SYSTEM
SPECIAL INSPECTIONS:
CONST CONSTRUCTION
R
PLATE
CONT CONTINUOUS
PR
PAIR
SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704.
CTR CENTER
PSI
POUNDS PER SQUARE INCH
DIA / m DIAMETER
PSF
POUNDS PER SQUARE FOOT
DTL DETAIL
PT
PRESSURE TREATED
SOILS /GEOTECHNICAL:
EXISTING
PAD
RADIUS
a SHORING INSTALLATION AND MONITORING
EA EACH
RD
ROOF DRAIN
EXPANSION JOINT
REINF
REINFORCED /REINFORCING
a OBSERVE AND MONITOR EXCAVATION
ELEC ELECTRIC /ELECTRICAL
REQ'D
REQUIRED
a VERIFY SOIL BEARING BEARING
ELEVATION
RM
ROOM
psf
EQ EQUAL
R/W
RIGHT OF WAY
a SUBSURFACE DRAINAGE PLACEMENT
EW EACH WAY
EXP EXPANSION
SCHED
SECT
SCHEDULE
SECTION
a VERIFY FILL MATERIAL AND COMPACTION
EXT EXTERIOR
SF
SQUARE FOOT
a VERIFY CONDI TI ONS AS ANTICI FATED
FLOOR DRAIN
FIN
SO FT
SQUARE FOOT
Li PILE PLACEMENT )
(AUGER CAST /DRIVEN PILE
FIN FLR FINISH FLOOR
SS
STAINLESS STEEL
a OTHER
FLR FLOOR
STD
STANDARD
FTG FOOTING
STL
STEEL
GA GAUGE
STRUC
STRUCTURAL
REINFORCED CONCRETE:
GALV GALVANIZED
GYP GYPSUM
TEMP
THK
TEMPORARY
THICK
a REINFORCING STEEL AND CONCRETE PLACEMENT
GB GYPSUM BOARD
T.O.
TOP OF
a PRESTRESSED /PRECAST CONCRETE FABRICATION AND ERECTION
HM HOLLOW METAL
TOS
TOP OF STEEL
HOR HORIZONTAL
TOC
TOP OF CONCRETE
a BATCH PLANT INSPECTION
HR HOUR
TYP
TYPICAL
a SHOTCRETE
HEIGHT
LINO
UNLESS NOTED OTHERWISE
HVAC HEATING VENTILATION AIRCONDITIONING
VCT
VINYL COMPOSITION TILE
a GROUTING
INSUL INSULATION
VERT
VERTICAL
a OTHER
INT INTERIOR
W/
WITH
WWM
WELDED WIRE MESH
STRUCTURAL STEEL:
LEGENDS & SYMBOLS
a FABRICATION AND SHOP WELDS
Li ERECTION AND FIELD WELDS AND BOLTING
CHAIN LINK FENCE - x
x x
x x
u OTHER:
CEDAR FENCE
POWER - P -
P - P - P
- P - P - P - P -
TELCO - T -
T - T - T
- T - T - T - T -
STRUCTURAL ALUMINUM:
POWER /TELCO - P -
T - P - T
- P - T - P - T -
u FABRICATION AND SHOP WELDS
COAX - COAX
- COAX - COAX
- COAX - COAX -
u ERECTION AND FIELD WELDS AND BOLTING
OVERHEAD POWER -OH
OH OH
OH OH
a OTHER:
CENTERLINE
REVISION BUG
ZL
STRUCTURAL MASONRY:
DETAIL NUMBER
a CONTINUOUS
u PERIODIC
ELEVATION VIEW BUG
a OTHER:
SHEET NUMBER
MISCELLANEOUS:
TOP OFXXXXX
MOTHER: SPECIAL INSPECTIONS REQUIRED
ELEVATION VIEW BUG
XXX'
-X" AGL
_NO
DETAIL NUMBER
DETAIL BUG
ANCHORING TO CONCRETE:
SHEET NUMBER
a BOLTS INSTALLED IN CONCRETE
DETAIL NUMBER
a POST - INSTALLATION ADHESIVE ANCHORS
I
a POST- INSTALLATION MECHANICAL ANCHORS
SECTION BUG
SHEET NUMBER
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
18220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R 'CHON
z
z
nwJ.>
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED INTHIS SETOF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY PROHIBITED.
= DRAWING TITLE:
GENERAL NOTES
= DRAWING NUMBER:
G -1
ZL10/5/2017
MINOR REV
BJT
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R 'CHON
z
z
nwJ.>
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED INTHIS SETOF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
CLIENT IS STRICTLY PROHIBITED.
= DRAWING TITLE:
GENERAL NOTES
= DRAWING NUMBER:
G -1
O \
O O /.
/ I ° # \
I
PROPERTY LINE
RAILWAY RD SE
I /
/
I
► OVERALL SITE PLAN
22x34 SCALE: 1" = 60'
N /
11x17 SCALE: 1" = 120' /
► 60' 0 30' 60' 120' /
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
/
/
A
10/5/2017
MINOR REV
BJT
/
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
/
BJT
\
\ (E) STEEL MONOPOLE W/ T- MOBILE ANTENNAS AT TOP
o
# / (E) T- MOBILE BTS EQUIPMENT WITHIN (E)
Y CHAIN LINK FENCED COMPOUND
A
i
(SEE SHT. A -1.1 FOR ENLARGED SITE PLAN)
/
/
PARCEL
#64300700600
o ° ®
v
0 o \
O \
O O /.
/ I ° # \
I
PROPERTY LINE
RAILWAY RD SE
I /
/
I
► OVERALL SITE PLAN
22x34 SCALE: 1" = 60'
N /
11x17 SCALE: 1" = 120' /
► 60' 0 30' 60' 120' /
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
RJ 1.'�H OM
� pC WhS�t
W
-• z
1, 41 4
z
�r'rs'1 �
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED IN THIS SETOF
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
= DRAWING NUMBER:
A- 1
A
10/5/2017
MINOR REV
BJT
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUEDDESIGNREVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
RJ 1.'�H OM
� pC WhS�t
W
-• z
1, 41 4
z
�r'rs'1 �
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED IN THIS SETOF
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
= DRAWING NUMBER:
A- 1
LE ANTENNAS AT TOP
\ (E) T -MC
f
\
-/ (E) C
\
f
\
f
\
f
f
\
f
\
f
f
(E) CHAIN LINK FENCED COMPOUND \
f
\
f
\
f
\
f
�Nf
ENLARGED SITE PLAN
22x34 SCALE: 3/8" = 1'
11x17 SCALE: 3/16" = 1'
\
\
f
\
f
\
f
(P) POWERGEN 7500 APU GENERATOR
(SEE SHT. A -2 FOR DETAILS)
(P) 1/2 "0 GAS LINE FROM
PROPANE TANK TO GENERATOR
(P) T- MOBILE 120 GAL PROPANE TANK
(SEE SHT. A -3 FOR DETAILS)
�(P) 5- CLEARANCE SETBACK
6"
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
10/5/2017
MINOR REV
BJT
A9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
BJT
-I-
-1-
LE ANTENNAS AT TOP
\ (E) T -MC
f
\
-/ (E) C
\
f
\
f
\
f
f
\
f
\
f
f
(E) CHAIN LINK FENCED COMPOUND \
f
\
f
\
f
\
f
�Nf
ENLARGED SITE PLAN
22x34 SCALE: 3/8" = 1'
11x17 SCALE: 3/16" = 1'
\
\
f
\
f
\
f
(P) POWERGEN 7500 APU GENERATOR
(SEE SHT. A -2 FOR DETAILS)
(P) 1/2 "0 GAS LINE FROM
PROPANE TANK TO GENERATOR
(P) T- MOBILE 120 GAL PROPANE TANK
(SEE SHT. A -3 FOR DETAILS)
�(P) 5- CLEARANCE SETBACK
6"
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R H 0,,, Ql
✓ OY W.gSVt `9J'
IIca
r �
�rsSroNg1, Erl"�
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
ENLARGED
SITE PLAN
= DRAWING NUMBER:
Aml A
10/5/2017
MINOR REV
BJT
A9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R H 0,,, Ql
✓ OY W.gSVt `9J'
IIca
r �
�rsSroNg1, Erl"�
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
ENLARGED
SITE PLAN
= DRAWING NUMBER:
Aml A
r -a
T�
� � M
� E q
Max 314' anchors 4 PI l g =
34.0
I
Exhaust Side +
I �
Min 5' clearance +
from any structures,
shrubs, lees, or any °o o +
kind of vegetation
to comply with N .,
NFPA 37 Article 4 J
R22.5
42.000
r
M v — Power cable opening for 2" conduit
Signal cable opening for 1' conduit
42.0 27.0 c E a i
rLPG or NG fuel entry 3/4' NPT
AN
m ®� A
9
qq
9
o Exhaust
®� ®'
® - -�
9
Q rm 22 22
Q ®� ®�Q.® o ®��
I 1 o • D
41.0 25.0
T.O. GRANULAR "A" MATERIAL
POWERGEN 7500 APU
GENERATOR
T 0o0oc
c 0T °OO °O0,
�O000 °o 000 °0
00 °000 00000 BACK FILL - SEE NOTE
0 000000C
°000 °000 .t •.�,.t..w_' "z'<.et••y..`.�a& ° ° °,
00000 1r "•r•:;•':y •• 000
1' '000 °o' °: :Y; < i ` >: ; ` o °oo °° WARNINGTAPE
'00'tleM',•;- v:::ry,u " =:i .' 0 °000
BRICK SAND
1/2" DIA. JACKETED TYPE "K"
NOTE: SOFT COPPER GAS LINE
NONVEHICULAR AREAS: BACKFILL WITH CLEAN NATIVE
BACKFILL AND COMPACT TO 90% MAXIMUM DRY
DENSITY. VEHICULAR AREAS: BACKFILL WITH
GRANULARWAND COMPACT TO 95% MDD
1 GAS LINE TRENCH DETAIL
A-2 SCALE:NTS
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
o
PS
0
n
v
0
0
0
®�
� o
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
o
PS
0
n
v
0
0
0
®�
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R 'IH 0Nr
F� � pC WhSVt �J'
Ica
e-
�rsSroNg1,
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
GENERATOR
DETAILS
= DRAWING NUMBER:
A -2
10/5/2017
MINOR REV
BJT
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R 'IH 0Nr
F� � pC WhSVt �J'
Ica
e-
�rsSroNg1,
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
GENERATOR
DETAILS
= DRAWING NUMBER:
A -2
:mss 49
0
m
00.50 THRU FOR HILTI 406506
HDV TYPE M -16 ANCHOR or equWeN
INSTALLATION-
1) DRILL AND CLEAN HOLES PER ANCHOR VENDOR INSTRUCTIONS
2) PLACE TANK AND CENTER ON PAD
2) INSTALL BRACKETS WITH SECURITY BOLT, FLAT WASHER AND
LOCK WASHER 4 PLACES.
31 SECURITY BOLT DRIVE REQUIRES #14 SPANNER BIT
NOTES:
1) SUI TABLE FOR WORTHINGTON AS NE 120gV TANK L420140
2) FOR USE WITH MN 2000pSi CONCRETE PAD MN 3" THICK WITH
HILTI 409M HDV TYPE 318' -16 ANCHORS OR EQUIVALENT
3) BAG AND BOX COMPONENTS- LABEL BOX WITH DELTA PART NUMBER
AND DESCRIPTION'120g1/ TANK HOLD -DOWN KIT'
NOTE:
PROPANE TANK SHALL HAVE A FILL VALVE
WITH AN INTEGRAL MANUAL SHUTOFF VALVE.
CONCRETE PAD NOTE:
PROPANE TANK TO BE MOUNTED
ON Tx Tx 4" CONCRETE PAD.
2.00D RQSU TYP
BS
ITEM NO.
PART NUMBER
DESCRIPTION
i
J O
BKO1713
36.0 REF
0
m
00.50 THRU FOR HILTI 406506
HDV TYPE M -16 ANCHOR or equWeN
INSTALLATION-
1) DRILL AND CLEAN HOLES PER ANCHOR VENDOR INSTRUCTIONS
2) PLACE TANK AND CENTER ON PAD
2) INSTALL BRACKETS WITH SECURITY BOLT, FLAT WASHER AND
LOCK WASHER 4 PLACES.
31 SECURITY BOLT DRIVE REQUIRES #14 SPANNER BIT
NOTES:
1) SUI TABLE FOR WORTHINGTON AS NE 120gV TANK L420140
2) FOR USE WITH MN 2000pSi CONCRETE PAD MN 3" THICK WITH
HILTI 409M HDV TYPE 318' -16 ANCHORS OR EQUIVALENT
3) BAG AND BOX COMPONENTS- LABEL BOX WITH DELTA PART NUMBER
AND DESCRIPTION'120g1/ TANK HOLD -DOWN KIT'
NOTE:
PROPANE TANK SHALL HAVE A FILL VALVE
WITH AN INTEGRAL MANUAL SHUTOFF VALVE.
CONCRETE PAD NOTE:
PROPANE TANK TO BE MOUNTED
ON Tx Tx 4" CONCRETE PAD.
2.00D RQSU TYP
BS
ITEM NO.
PART NUMBER
DESCRIPTION
OT`s.
1
BKO1713
HOLD DOVIIN BRACKET
4
BA INDUSTRIAL
BOLT 318" -I 6x3" TRUSS SPANNER HD
2
3748TSSSTP
STAINLESS #14 SPANNER BIT
4
3
BA INDUSTRIAL
WASHER FLAT 3/8 "0" SUS
4
3716WFSS
4
BA INDUSTRIAL
WASHER SPLIT -LOCK 3/8" SUS
4
37VVSSSS
DRIVE BIT FOR TAMPER RESISTANT #14 SPANNER
1
5
BA INDUSTRIAL
MINOR REV
#
9/27/2017
REVISED GENERATOR
Drawn 09.01.2015
Design
9/18/2017
SSUEDDESIGNREVIEW
BJT
e DELTA Id TAELE TRONIICS,� C.
Vince Byrne
Vince Byrne
THESE DRAWINGS AND SP ECIFI CAT IONS AIR E THE
Description:
PROPERTY OF DELTA ELECTRONICS, INC. AND
SHALLNOT BE REPRODUCED OR USED AS THE
BASIS FOR THE MANUFACTURE OR SELL OF
THAD ANOLE
HOLD DOWN KIT
APPARATUSES OR DEVICES WITHOUT PERMISSION.
PRO.IECTION
L
I I Iv I I -- I I
Part N o.
R EV .
S30 Y0.25 DECIMALS VP-400 !02 2S(>'3D0 X0.6 VP.OfA ffi1',y
- 30-10D AD-W x ; O_s 100 -150 X026 300 -V50 yD.45 ODDAW :x29
A3
.100_ oD :tD.s xx AO-2 W-4m A03 350 -ADD xo.a aOawal All
�j
ABOVE 300 � OA xxxfD.1 230 -250 ADDS
$IZE
0 j
SCALE 1 10 UNIT mm USED ON
SHEET 1 OF 2 ISSUE DATE: 09- 412015
T m mMoblle-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
18220 RAILWAY RD SE
YELM, WA 98597
UED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHIL
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R THOM
F� �- pC WhSIt�J'
z
I �
SSI�v
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
PROPANE
TANK DETAILS
= DRAWING NUMBER:
A -3
A
10/5/2017
MINOR REV
BJT
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
SSUEDDESIGNREVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R THOM
F� �- pC WhSIt�J'
z
I �
SSI�v
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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:
PROPANE
TANK DETAILS
= DRAWING NUMBER:
A -3
f
f
f
f
f
A&
/
/
/
/
/
/
ELECTRICAL GROUNDING PLAN
22x34 SCALE: 3/8" = 1'
1 1x17 SCALE: 3/16" = 1'
GROUNDING NOTES:
1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE.
2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8".
3. NO SPLICES PERMITTED IN GROUND CONDUCTORS.
4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINTAT THEIR
MATING SURFACES AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT
GREASE.
5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION
TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE
PERMITTED.
6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE
MANUFACTURER'S SPECIFIED VALUES.
7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6".
8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT
EXCEED A RESISTANCE OF 5 OHMS TO EARTH.
9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL
OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT.
10. GROUND BARS SHALL NOT BE FIELD MODIFIED.
11. GROUND RING BURIAL DEPTH SHALL BE 30 ".
12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO
TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE
ACCEPTABLE RESISTANCE 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 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.
SYMBOL LEGEND:
MGB
Tr GROUND BAR
■ CADWELD
• MECHANICAL CONNECTION
COPPER GROUND ROD
O GROUND INSPECTION WELL
EXPOSED WIRING
- - — — — — UNDERGROUND WIRING
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R TH0N
F-� W pC WhSVt `9J'
z
-5
w
F T.
ss�� tip'
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED INTHIS SETOF
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:
E -1
A10/5/2017
MINOR REV
BJT
A9/27/2017
REVISED GENERATOR
BJT
9/I./2017
ISSUED DESIGNREVIEW
BJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R TH0N
F-� W pC WhSVt `9J'
z
-5
w
F T.
ss�� tip'
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
THE INFORMATION CONTAINED INTHIS SETOF
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:
E -1
T m - Mobile-
= PROJECT INFORMATION:
WILKENSON RD /RAILWAY
SE05198D
16220 RAILWAY RD SE
YELM, WA 98597
= ISSUED FOR:
BUILDING PERMIT
= REVISION HISTORY:
CHK
NO. DATE: DESCRIPTION: BY:
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R
Ql
F� pC WhSVt �J'
`• z
501
rSStU �'4'�
N4L
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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
DETAILS
= DRAWING NUMBER:
E -2
A10/5/2017
MINOR REV
BJT
2
9/27/2017
REVISED GENERATOR
BJT
9/18/2017
ISSUED DESIGN REVIEW
JEJT
=PLANS PREPARED BY:
B. J. THOMAS, P.E.
7607 80TH AVE NE
MARYSVILLE, WA 98270
206- 851 -1106
=DRAWN BY: CHK. BY:
JL BJ
R
Ql
F� pC WhSVt �J'
`• z
501
rSStU �'4'�
N4L
= DRAWING INFORMATION:
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY
ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS
DRAWING ARE SUPERSEDED BY THE LATESTREMSION.
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
DETAILS
= DRAWING NUMBER:
E -2