HomeMy WebLinkAboutP_Construction-Drawings_T-Mobile_SE03411A_Shurgard-Mercer_LDC_v2_20230106TITLE SHEET
T-1.0
APPROVED BY SIGNATURE
CONSTRUCTION MANAGER
PROJECT MANAGER
DATE
SITE ACQUISITION
CONSTRUCTION MANAGER
DOCUMENT REVIEW SIGN OFF
PROJECT CONTACT LIST
PROJECT INFORMATION
ZONING CLASSIFICATION:
CODE INFORMATION:
CA (COMMERCIAL ARTERIAL)
BUILDING CODE:IBC 2018
CONSTRUCTION TYPE:V-B
OCCUPANCY:U-2
JURISDICTION:CITY OF RENTON, WA
PROPOSED BUILDING USE:UNMANNED TELECOM
LATITUDE:
SITE LOCATION (NAD83):
47° 32' 01.60"N
LONGITUDE:122° 11' 38.00"W
TOP OF STRUCTURE:147.10'± AMSL
BASE OF STRUCTURE:58.00'± AMSL
N/A
PROJECT LEASE AREA:
334330-1125
PARCEL NUMBER:
2.78 ACRES
AREA OF PARCEL:
0 SF
NEW IMPERVIOUS AREA:
1.PARKING REQUIREMENTS ARE UNCHANGED.
2.TRAFFIC IS UNAFFECTED.
3.SIGNAGE IS UNAFFECTED.
GENERAL INFORMATION:
ZONING
89.1' AGL
0.0' AGL
PUBLIC STORAGE
CONTACT: LORI KIND
701 WESTERN AVE
GLENDALE, CA 91201
PROPERTY OWNER:
(47.533778° N)
(122.193889° W)
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
FROM T-MOBILE BOTHELL OFFICE:
·DEPART SOUTH ON N CREEK PKWY
·TURN RIGHT ONTO NE 195TH ST
·TAKE RAMP LEFT FOR I-405 S
·KEEP LEFT TO STAY ON I-405 S
·AT EXIT 7, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR NE 44TH ST
·TURN LEFT ONTO NE 44TH ST
·TURN LEFT ONTO LAKE WASHINGTON BLVD NE
·TURN RIGHT
·TURN LEFT
·DESTINATION WILL BE ON THE RIGHT
DRIVING DIRECTIONS
VICINITY MAP
NOT TO SCALE
GENERAL LOCATION MAP
NOT TO SCALE
PROJECTPROJECT
APPROVED BY
DEVELOPMENT MANAGER
RF ENGINEER
DATE SIGNATURE
REGULATORY
OPERATIONS MANAGER
APPLICANT:
1755 NE 48TH ST
RENTON, WA 98056
SE03411A
SHURGARD MERCER SOUTH
SITE NUMBER:
SITE NAME:
SITE LOCATION:
CROWN CASTLE BU #: 827896
47° 32' 01.60"N
122° 11' 38.00"W
(47.533778° N)
(122.193889° W)
LAT:
LONG:
THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO T-MOBILE USA, INC. SERVICES IS STRICTLY
PROHIBITED.
PROPRIETARY INFORMATION
HILLMANS LK WN GARDEN OF EDEN #3 LOT 2 OF KC SHORT
PLAT #485069 REC #8612231555 SD SP DAF - POR OF SW 1/4 OF
SE 1/4 STR 29-24-05 BEG AT NW COR OF TR 182 SD HILLMANS
ADD TH S 00-56-18 W 635.24 FT ALG W LN SD TR TH S 88-47-17
E 329.29 FT PLW N LN TH N 00-56-18 E 635.24 FT ALG E LN TO
NE COR SD TR TH N88-47-17 W 329.29 FT TO POB
PLat Block:
Plat Lot: 182
LEGAL DESCRIPTION
UTILITY COMPANIES
PUGET SOUND ENERGY
PHONE: (888) 225-5773
POWER:
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
PROJECT DESCRIPTION
T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF (1)
48kW DIESEL GENERATOR W/ TANK VENT & SPILL PREVENTION
KIT ON CONCRETE PAD WITHIN EXISTING CMU COMPOUND.
PROJECT CONSULTANT:
LDC, INC.
CONTACT: RICHARD B. HALL, AIA
PHONE: (425) 806-1869
EMAIL: rhall@ldccorp.com
PROJECT ARCHITECT:
LDC, INC.
20210 142ND AVE NE
WOODINVILLE, WA 98072
TBD
FIBER:
CROWN CASTLE USA, INC
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
TOWER OWNER:
PROJECT MANAGER:
T-MOBILE USA, INC.
CONTACT: MARK UNDERDOWN
EMAIL: mark.underdown@t-mobile.com
CONSTRUCTION MANAGER:
LDC, INC.
CONTACT: WALT DARBY
PHONE: (425) 279-3533
EMAIL: wdarby@ldccorp.com
LDC, INC.
CONTACT: RICQUEL CARDOZA
PHONE: (206) 713-1626
EMAIL: ricquelc@ldccorp.com
SITE ACQUISITION:
T-MOBILE USA, INC.
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PHONE: (425) 641-1140
DRAWING INDEX
DWG. NO.DESCRIPTION
T-1.0 TITLE SHEET
G-1.0 GENERAL NOTES
A-1.0 SITE PLAN
A-2.0 EXISTING SITE PLAN
A-2.1 PROPOSED SITE PLAN
A-3.0 WEST ELEVATIONS
A-4.0 CONSTRUCTION DETAILS
A-4.1 CONSTRUCTION DETAILS
S-1.0 STRUCTURAL NOTES & SPECIAL INSPECTIONS
S-2.0 STRUCTURAL DETAILS
M-1.0 DIESEL GENERATOR SPECIFICATIONS
M-2.0 DIESEL GENERATOR SPECIFICATIONS
M-3.0 DIESEL GENERATOR SPECIFICATIONS
E-1.0 ELECTRICAL SITE PLAN
E-2.0 SCHEMATIC GROUNDING PLAN
E-3.0 GROUNDING DETAILS
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
GENERAL NOTES
G-1.0
1.THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SEWER SERVICE.
2.THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP
ACCESS IS REQUIRED)
3.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER
MONTH, BY T-MOBILE TECHNICIANS.
4.NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
5.OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
6.ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST
VERSION.
7.THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF
THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR
EXPENSES RESULTING FROM FAILURE TO DO SO.
8.IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION
MANAGER.
9.CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS,
ELECTRICAL LINES, AND ANTENNA CABLES.
10.ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AT PROPOSED LOCATIONS ONLY.
CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF
WORK.
11.ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE
PRE-CONSTRUCTION CONDITION OR BETTER.
12.INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72
HOURS NOTICE TO CONSULTANT.
13.REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE
CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE
CONSTRUCTION MANAGER.
14.OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF
WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT
THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION.
15.PROVIDE T-MOBILE WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF
ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING
THIS PERIOD AT NO EXTRA COST TO T-MOBILE.
16.NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL
FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING
THE INSTALLATION AT THEIR EXPENSE.
17.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY
REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY
COMPANIES' REGULATIONS AND DIRECTIVES.
18.THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT
DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE
DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY
MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DO NOT EXCUSE THE
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE
INTENT OF THESE DOCUMENTS.
GENERAL NOTES:ABBREVIATIONS:
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
ALUM ALUMINUM
AB ANCHOR BOLT
∠ANGLE
ARCH ARCHITECTURAL
BTS BASE TRANSMISSION SYSTEM
BLDG BUILDING
BM BEAM
BOT BOTTOM
B.O.BOTTOM OF
BOC BOTTOM OF CONCRETE
BOS BOTTOM OF STEEL
CJ CONTROL JOINT
℄CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CTR CENTER
DIA / Ø DIAMETER
DTL DETAIL
(E)EXISTING
EA EACH
EJ EXPANSION JOINT
ELEC ELECTRIC/ELECTRICAL
EL ELEVATION
EQ EQUAL
EW EACH WAY
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FHFB FLEXI RRH 4-PIPE 1900
FIN FINISH
FIN FLR FINISH FLOOR
FLR FLOOR
FSMF FLEXI MULTIRADIO SYSTEM MODULE
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GYP GYPSUM
GB GYPSUM BOARD
HM HOLLOW METAL
HOR HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING VENTILATION AIR CONDITIONING
INSUL INSULATION
INT INTERIOR
JT JOINT
LAM LAMINATED
LF LINEAL FOOT
MANUF MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
MH MANHOLE
MM MILLIMETER
MIN MINIMUM
MISC MISCELLANEOUS
MPH MILES PER HOUR
MTL METAL
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
PCS PERSONAL COMMUNICATION SYSTEM
⅊PLATE
PR PAIR
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PT PRESSURE TREATED
RAD RADIUS
RD ROOF DRAIN
REINF REINFORCED/REINFORCING
REQ'D REQUIRED
RM ROOM
R/W RIGHT OF WAY
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT
SIM SIMILAR
SQ FT SQUARE FOOT
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURAL
TEMP TEMPORARY
THK THICK
TMA TOWER MOUNTED ANTENNA
T.O.TOP OF
TOS TOP OF STEEL
TOC TOP OF CONCRETE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/WITH
WWM WELDED WIRE MESH
LEGEND AND SYMBOLS:
CHAIN LINK FENCE
CEDAR FENCE
POWER
UNDERGROUND POWER
TELCO
UNDERGROUND TELCO
OVERHEAD POWER
BOUNDARY
CENTERLINE
REVISION CLOUD
REVISION BUG
ELEVATION
DETAIL NUMBER
SHEET NUMBER
SECTION CUT
X
X-X
SHEET NUMBER
SECTION NUMBER
ELEVATION
0.0' AGL
#
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE 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.
1SITE PLAN
22"x34" SCALE: 1" = 30'11"x17" SCALE: 1" = 60'
SITE PLAN
A-1.0
PROPOSED T-MOBILE 48KW
DIESEL GENERATOR W/ TANK
VENT ON EXISTING CONCRETE
PAD WITHIN EXISTING CMU
COMPOUND
EXISTING T-MOBILE
EQUIPMENT PAD WITHIN AN
EXISTING CMU COMPOUND
EXISTING 89.1' MONOPOLE
ZONING:
CA (COMMERCIAL ARTERIAL)
ADJACENT ZONING:
CA (COMMERCIAL ARTERIAL)
ADJACENT ZONING:
CA (COMMERCIAL ARTERIAL)
ADJACENT ZONING:
CA (COMMERCIAL ARTERIAL)
ADJACENT ZONING:
CA (COMMERCIAL ARTERIAL)
EXISTING SITE ACCESS
1
A-2.1 9'-0" GENERATORSETBACK34'-0"
GENERATOR
SETBACK
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
CONSTRUCTION PLAN KEYED NOTES
EXISTING T-MOBILE 200A INTERSECT PANEL (ATS, GEN PLUG,
DISCONNECT, DISTRIBUTION, TVSS - TO RECEIVE GENERATOR FEEDERS).
EXISTING T-MOBILE ZAYO CABINET (TO REMAIN).
EXISTING 6'-0" HIGH CMU WALL (TO REMAIN).
EXISTING T-MOBILE ICE BRIDGE (TO BE REMOVED).
EXISTING T-MOBILE J BOX (TO BE REMOVED).
EXISTING T-MOBILE GPS ANTENNA (TO BE RELOCATED).
EXISTING SECTION OF 6'-0" HIGH CMU WALL (TO BE REMOVED,
GC SHALL GRIND MORTAR & GROUT FROM TOP OF SLAB ).
EXISTING T-MOBILE HPL3 RADIO CABINET (TO BE RELOCATED).
EXISTING T-MOBILE LB3 BATTERY CABINET (TO BE RELOCATED).
EXISTING ACCESS GATE (TO REMAIN).
EXISTING T-MOBILE EQUIPMENT CONCRETE PAD (TO REMAIN)
EXISTING 89.1' MONOPOLE (TO REMAIN)
EXISTING T-MOBILE UTILITY H-FRAME (TO REMAIN).
1
2
3
4
5
6
7
8
9
12
14
18
22
1.PROPOSED IFC CHAPTER 50032.5 REQUIRED NFPA WARNING SIGN
SHALL BE DISPLAYED PER DETAIL 2/M-1.0.
2.PROPOSED STATE TANK VENTS LOCATED AT UNCOVERED END OF
GENERATOR TANK.
3.PROPOSED SPILL CONTAINMENT SYSTEM (ORDERED BY T-MOBILE
PROCUREMENT AND PROVIDED BY MANUFACTURER).
SITE NOTES
EXISTING SITE PLAN
A-2.01 EXISTING SITE PLAN
22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
EXISTING
BUILDING
16
8
(TO BE
RELOCATED)
(TO BE
RELOCATED)
EXISTING FIRE HYDRANT
EXISTING
BOLLARD
6
12
15
1
4
19'-7"1'-8"4'-0"6'-5"7'-7"2
2
22
18
5
(TO BE
RELOCATED)
(TO BE
RELOCATED)
714 9
EXISTING OTHER
CARRIER ICE-BRIDGE
15'-4"
EXISTING
MANHOLE
3
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
PROPOSED SITE PLAN
A-2.11 PROPOSED SITE PLAN
22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
CONSTRUCTION PLAN KEYED NOTES
PROPOSED T-MOBILE 1'-3" WIDE CHAIN LINK
FENCE SECTION WITH WHITE PRIVACY SLATS.
PROPOSED T-MOBILE 24"x24" RAISED GALV. GRIP STRUT
CONDUIT STEP-OVER BRIDGE (SUPPORTED ON (4) 1-5/8"x1-5/8"
UNISTRUT POSTS W/ BASE PLATE ANCHORED TO CONCRETE
SLAB W/ 3/8"Ø CONCRETE ANCHORS W/ 3" EMBEDMENT.
EXISTING T-MOBILE 200A INTERSECT PANEL (ATS, GEN PLUG,
DISCONNECT, DISTRIBUTION, TVSS - TO RECEIVE GENERATOR FEEDERS).
PROPOSED T-MOBILE 48kW DIESEL GENERATOR
W/ TANK VENT & 5 GALLON SPILL CONTAINMENT
KIT ON EXISTING CONCRETE PAD.
EXISTING T-MOBILE ZAYO CABINET (TO REMAIN).
EXISTING T-MOBILE HCS 2.0 JUNCTION BOX (TYP. OF 3-TO BE
RELOCATED TO WALL MOUNTED 1-5/8"x1-5/8" GALV. UNISTRUT W/
SAFETY END RUBBER CAPS ANCHORED DIRECT TO EXISTING CMU
WALL W/ 1/2"Ø CONCRETE ANCHORS IN EPOXY TUBE).
EXISTING 6'-0" HIGH CMU WALL (TO REMAIN).
PROPOSED T-MOBILE (2) 1"Ø & (1) 2"Ø SCHED 40 PVC
CONDUITS FOR POWER & ALARM CONTROL FROM
PROPOSED GENERATOR TO PROPOSED ATS.
PROPOSED T-MOBILE ICE
BRIDGE (TO REPLACE EXISTING).
EXISTING T-MOBILE GPS ANTENNA (TO BE RELOCATED).
PROPOSED T-MOBILE 3'-0" WIDE REMOVABLE CHAIN
LINK FENCE SECTION WITH PRIVACY SLATS (TYP OF 2).
EXISTING T-MOBILE HPL3 RADIO CABINET (TO BE RELOCATED).
EXISTING T-MOBILE LB3 BATTERY CABINET (TO BE RELOCATED).
EXISTING ACCESS GATE (TO REMAIN).
EXISTING T-MOBILE EQUIPMENT CONCRETE PAD (TO REMAIN)
EXISTING 89.1' MONOPOLE (TO REMAIN)
PROPOSED T-MOBILE LED LIGHT W/ TIME SWITCH AND AC RECEPTACLE.
EXISTING T-MOBILE UTILITY H-FRAME (TO REMAIN).
1
2
3
4
5
7
8
9
10
11
13
14
16
17
18
19
21
23
1.PROPOSED IFC CHAPTER 50032.5 REQUIRED NFPA WARNING SIGN
SHALL BE DISPLAYED PER DETAIL 2/M-1.0.
2.PROPOSED STATE TANK VENTS LOCATED AT UNCOVERED END OF
GENERATOR TANK.
3.PROPOSED SPILL CONTAINMENT SYSTEM (ORDERED BY T-MOBILE
PROCUREMENT AND PROVIDED BY MANUFACTURER).
SITE NOTES
4
A-4.1
ALL
M-1.0 TO ALL
M-3.0
1-2
A-4.0
4-5
S-2.0
ALL
E-1.0
EXISTING
BUILDING
1
810
1'-4"2'-7"
15'-4"19'-7"3'-0"(RELOCATED)
2
EXISTING FIRE HYDRANT
EXISTING
BOLLARD
EXISTING
MANHOLE
18 (RELOCATED)
13
3'-0"2'-6"2'-6"17
11
21
8"
8"
8"
5 (RELOCATED)1'-3"0'-4"
714
4
4'-3"2'-11"4'-3"4"3'-0"6"4'-3"19 (RELOCATED)
9
29'-0"EXISTING OTHER
CARRIER ICE-BRIDGE
16
23
4'-8"4"1'-3"4"3'-0"3
2'-0"SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
WEST ELEVATIONS
A-3.02
122"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0"
PROPOSED WEST ELEVATION (LOOKING EAST)
EXISTING WEST ELEVATION (LOOKING EAST )
CONSTRUCTION PLAN KEYED NOTES
PROPOSED T-MOBILE 1'-3" WIDE CHAIN LINK
FENCE SECTION WITH WHITE PRIVACY SLATS.
PROPOSED T-MOBILE 48kW DIESEL GENERATOR
W/ TANK VENT & 5 GALLON SPILL CONTAINMENT
KIT ON EXISTING CONCRETE PAD.
EXISTING T-MOBILE HCS 2.0 JUNCTION BOX (TYP. OF 3-TO BE
RELOCATED TO WALL MOUNTED 1-5/8"x1-5/8" GALV. UNISTRUT W/
SAFETY END RUBBER CAPS ANCHORED DIRECT TO EXISTING CMU
WALL W/ 1/2"Ø CONCRETE ANCHORS IN EPOXY TUBE).
EXISTING 6'-0" HIGH CMU WALL (TO REMAIN).
EXISTING T-MOBILE ICE BRIDGE (TO BE REMOVED).
PROPOSED T-MOBILE ICE
BRIDGE (TO REPLACE EXISTING).
EXISTING T-MOBILE GPS ANTENNA (TO BE RELOCATED).
EXISTING SECTION OF 6'-0" HIGH CMU WALL (TO BE REMOVED,
GC SHALL GRIND MORTAR & GROUT FROM TOP OF SLAB ).
PROPOSED T-MOBILE 3'-0" WIDE REMOVABLE CHAIN
LINK FENCE SECTION WITH PRIVACY SLATS (TYP OF 2).
EXISTING ACCESS GATE (TO REMAIN).
EXISTING 89.1' MONOPOLE (TO REMAIN)1
2
3
6
8
10
11
16
19
22
23
1.PROPOSED IFC CHAPTER 50032.5 REQUIRED NFPA WARNING SIGN
SHALL BE DISPLAYED PER DETAIL 2/M-1.0.
2.PROPOSED STATE TANK VENTS LOCATED AT UNCOVERED END OF
GENERATOR TANK.
3.PROPOSED SPILL CONTAINMENT SYSTEM (ORDERED BY T-MOBILE
PROCUREMENT AND PROVIDED BY MANUFACTURER).
SITE NOTES
4
A-4.1
ALL
M-1.0 TO ALL
M-3.0
1-2
A-4.0
4-5
S-2.0
22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0"
EXISTING STORAGE
BUILDING (TO REMAIN)
1
6
3
11
12'-0" MAX FROM CONCRETE PADTO TOP OF TANK VENTSPROPOSED (1) 2" TANK
VENT PIPE (BEYOND) & (2)
3" EMERGENCY VENT PIPES
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
8
8 (TO BE
RELOCATED)
(RELOCATED)
EXISTING STORAGE
BUILDING (TO REMAIN)
19
PROPOSED 3" EMERGENCY
VENT PIPES (2 TOTAL)
EXISTING OTHER
CARRIER ICE-BRIDGE
22
1
3
2
10
23
EXISTING OTHER
CARRIER ICE-BRIDGE
2
8"x8"x3/8" ICE BRIDGE
SUPPORT BASE SHOE,
SEE PLATE DETAIL FOR
ANCHORS.
TRAPEZE COAX CABLE
SUPPORTS @ 4'-0" o/c.
8'-0" CLEAR BENEATH
LOWEST CABLE SUPPORT
12" WIDE HOT DIP GALVANIZED
GRIP STRUT ICE-BRIDGE KIT
(SITE PRO PART # IB12B-Z)
3-1/2" GALV STD PIPE FOR ICE BRIDGE SUPPORT WITH
END CAP. MIN (2) PER GRIP STRUT
CHANNEL MOUNTING
BRACKET ASSEMBLY
10'-0" MIN BELOW ICE BRIDGE (TYP)8'-0"
(MAX)
NOTE
1.#2 SOLID TINNED GROUND WIRE TO
BE CADWELDED FROM EACH
SUPPORT COLUMN TO GROUND RING
2.STAGGER ICE-BRIDGE POST AT 8'-0"
O.C. (SEE ENLARGED SITE PLAN)8"8"
GUSSET TO
BASE PLATE
PLATE DETAIL
22"X34" SCALE: 1 1/2" = 1'-0"
PIPE TO
BASE PLATE
1 1/2"
TYP 3/8" GALV
BASE PLATE
3 1/2" O.D. GALV
STD STEEL PIPE
1 1/2" SQ.X3/8" GUSSET
PLATE (4)-SIDES
1 1/2"
TYP
1/4
(4)5/8"Ø A193 GRADE B6 ANCHOR RODS
& SIMPSON STRONG-TIE SET-XP
ADHESIVE W/ 5"MIN. EMBEDMENT
1/4
CONSTRUCTION DETAILS
A-4.0
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
NOT USED 522"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4FILL SPILL CONTAINMENT SPECIFICATIONS
1ICE BRIDGE DETAIL ON CONCRETE PAD
22"x34" SCALE: 1:16_XREF 11"x17" SCALE: 3/8" = 1'-0"
NOT USED 32ICE BRDGE SUPPORT PLATE DETAIL
22"x34" SCALE: 1 1/2" = 1'-0"11"x17" SCALE: 3/4" = 1'-0"
1.ALL ITEMS TO CONFORM TO ASTM F1083 FOR FENCING, ASTM F900 FOR GATES, ASTM
A392-89 FOR FENCE FABRIC AND ASTM A121-86 FOR BARBED WIRE.
2.ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE.
3.ALL ITEMS TO BE GALVANIZED PER ASTM F1083.
4.HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE THAN 20" OC
HORIZONTALLY AT 12" OC VERTICALLY.
5.BOTTOM TENSION WIRE TO BE NO MORE THAN 4" ABOVE GRADE.
6.PROVIDE STRETCHER BAR AND TENSION BANDS AT ALL GATES, GATE POSTS AND
CORNER POSTS.
7.PROVIDE 1.75" INSIDE DIAMETER, 17 GAGE GALVANIZED TUBE FOR TOP RAIL SPLICE
WHERE REQUIRED.
8.PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS AND TENSION WIRES.
9.A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE USED INSTEAD OF A
DROP ROD UPON APPROVAL FROM THE C.M.
CORNER POSTS:2.875" OD
GATE POSTS:2.875" OD
LINE POSTS:2.875" OD
GATE FRAME:1.66" OD
DROP ROD:1.375" OD
BRACE RAIL:1.66" OD
TOP RAIL:1.66" OD
TRUSS ROD:3/8" DIA
TENSION WIRE:7 GAUGE
WIRE FASTENERS:11 GAUGE
HOG RINGS:9 GAUGE
CHAIN LINK FABRIC:9 GAUGE, 2" MESH
BARBED SUPPORT:1/4" BAR OR
12 GAUGE FOLD
PAINT NOTE:6'-0"HOG RINGS
TENSION WIRE CHAIN LINK FABRIC
EXTENDED DOWN TO
CRUSHED ROCK BASE
TENSION
BAR
CORNER
POST
TOP RAIL GATE POST GATE FRAME LOCKING PIN WIRE FASTENERS
HORIZONTAL
BRACE RAIL
TRUSS ROD
LINE POST
CHAIN LINK FENCE FABRIC & METAL PRIVACY SLATS
SHALL BE POWDER COATED & PAINTED WHITE.
CHAIN LINK W/ WHITE
VINYL COATING &
WHITE PRIVACY SLATS
EXISTING
CONCRETE
PAD
CONSTRUCTION DETAILS
A-4.1
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
NOT USED 1 NOT USED 3NOT USED 2
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4FILL SPILL CONTAINMENT SPECIFICATIONS
PROPOSED GENERATOR ANCHORAGE NOTES & SPECIAL INSPECTIONS (APPLICABLE FOR ANCHORAGE TO PROPOSED SLABS)
1.GENERAL
1.1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL
BUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODES
SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED &
PUBLISHED.
1.2.DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY.
FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR
TO THOSE SHOWN.
1.3.EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURES
ARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING
CONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK.
NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE
AND/OR DISCREPANCIES THAT MIGHT EXIST.
1.4.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,
SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
1.5.COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL.
NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.
1.6.COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES &
LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING &
ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON
THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICAL
DRAWINGS.
1.7.FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
1.8.REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE
STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF
THE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORE
SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR
REMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONS
ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY
PERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED IN
THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE
FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION.
1.9.STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS
SHOP DRAWINGS. CONTRACTOR & THEIR SUBCONTRACTORS SHALL
PREPARE ORIGINAL SHOP DRAWINGS.
1.10.CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORE
SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM
DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY
DISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURAL
DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS.
1.11.COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL
APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING
SYSTEMS, LIGHT GAUGE STEEL FRAMING, ORNAMENTAL GUARDRAILS,
SKYLIGHTS, METAL GRATING & STAIRS SHALL BE SEALED & SIGNED BY
A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
WASHINGTON & SHALL BE AVAILABLE AT THE JOB SITE DURING THE
TIMES OF INSPECTION.
1.12.FOR SITE-SPECIFIC LOAD PARAMETERS, SEE THE GENERATOR
ANCHORAGE REPORT.
2.FOUNDATIONS & SLAB ON GRADE
2.1.WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO
STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL.
2.2.COMPACT ALL FILL USED UNDER SLAB TO 95% OF STANDARD
PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT.
2.3.ESTABLISH BENCH MARKS ON SURROUNDING STRUCTURES &
PAVEMENTS PRIOR TO EXCAVATION, MONITOR VERTICAL &
HORIZONTAL REGULARLY DURING EXCAVATION & CONSTRUCTION &
SUBMIT WRITTEN REPORTS TO ARCHITECT & STRUCTURAL ENGINEER
FOR REVIEW.
2.4.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY IN
CONNECTION WITH EARTH SLOPES CAUSED BY TRENCHING,
EXCAVATION AND/OR FILL DURING CONSTRUCTION.
2.5.BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 12
INCHES BELOW THE TOP OF FINISH GRADE.
3.REINFORCED CONCRETE
3.1.ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON
ACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE
3.2.UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL
WEIGHT & SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS:
3.3.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLY
DOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.
RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH
IS THE CONTRACTOR'S.
3.4.USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN
CONCRETE IS NOT PERMITTED.
3.5.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE
INDICATED. THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTS
SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY
MECHANICAL MEANS & CLEANED.
3.6.UNLESS NOTED OTHERWISE, CHAMFER OR ROUND ALL EXPOSED
CORNERS MINIMUM 3/4". SEE ARCHITECTURAL DRAWINGS FOR
CHAMFER OR REVEAL REQUIREMENTS FOR ARCHITECTURAL
CONCRETE.
3.7.DETAIL CONCRETE REINFORCEMENT & ACCESSORIES IN
ACCORDANCE WITH THE LATEST EDITION OF ACI 315 & ACI DETAILING
MANUAL (LATEST EDITION). SUBMIT SHOP DRAWINGS FOR REVIEW
SHOWING ALL FABRICATION DIMENSIONS & LOCATIONS FOR PLACING
REINFORCING STEEL & ACCESSORIES. DO NOT BEGIN FABRICATION
UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED.
3.8.DETAIL ALL CONCRETE WALLS & BEAMS ON THE SHOP DRAWINGS IN
ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.
3.9.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60
UNLESS NOTED OTHERWISE.
3.10.WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185.
3.11.TIE ALL REINFORCING STEEL & EMBEDMENTS SECURELY IN PLACE
PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO
MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED
TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.
3.12.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE;
SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHERE
POSSIBLE; USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE.
3.13.REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE
COVER UNLESS NOTED OTHERWISE:
CONCRETE AGAINST EARTH (NOT FORMED)3"
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER
#6 THROUGH #18 BARS 2"
#5 BARS & SMALLER 1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER
SLABS & WALLS 1"
BEAMS (STIRRUPS) & COLUMNS (TIES)1-1/2"
3.14.DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS
APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.
3.15.STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A706 & THAT WELDING SHALL BE IN
ACCORDANCE WITH AWS D1.4, STRUCTURAL WELDING CODE -
REINFORCING STEEL BY AMERICAN WELDING SOCIETY FOR
COMPLIANCE WITH ACI 318-14 SECTION 3.2.5.
3.16.SEE CIVIL & ARCHITECTURAL DRAWINGS FOR EXTERIOR SLAB WORK &
JOINTING.
3.17.INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILL
BE EXPOSED TO WEATHER EXCEPT IN FOOTINGS.
3.18.INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES.
3.19.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLY
DOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.
RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH
IS THE CONTRACTOR'S. RESULTS OF COMPRESSIVE STRENGTH TESTS
SHALL BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW.
3.20.BARS, OTHER THAN GRADE 40, SHALL BE MILL MARKED SO THAT TYPE,
GRADE & YIELD STRENGTH ARE VISIBLY IDENTIFIABLE.
3.21.PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS &
INTERSECTIONS OF ALL GRADE BEAMS & WALLS.
3.22.PROVIDE #3 @ 12" DOWELS FROM ALL ADJACENT CONCRETE GRADE
BEAMS & WALLS TO INTERIOR SLABS-ON-GROUND, U.N.O.
3.23.ALL REINFORCING LAP SPLICES, UNLESS OTHERWISE SHOWN, SHALL
SATISFY THE FOLLOWING SCHEDULE:
ALL BAR DEVELOPMENT LENGTHS, UNLESS OTHERWISE SHOWN,
SHALL SATISFY THE FOLLOWING SCHEDULE:
* TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARS
PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS
CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE
CONCRETE PLACEMENT. HORIZONTAL WALL BARS ARE
CONSIDERED TOP BARS.
4.POST-INSTALLED REBAR & ANCHORS
4.1.SPECIFIC PRODUCT, DIAMETER, AND EMBEDMENT SHALL BE SHOWN
IN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITH
MANUFACTURER' PRINTED INSTALLATION INSTRUCTIONS (MPII).
CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE
FOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTER
TO THE ENGINEER-OF-RECORD (EOR) INDICATING TRAINING HAS
TAKEN PLACE. REFER TO THE PROJECT BUILDING CODE AND/OR
EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD
REQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER
THAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THE
CONTRACTOR TO THE EOR FOR REVIEW. SUBSTITUTIONS WILL ONLY
BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT
RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION
UNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUEST
SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE
SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT
PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT.
4.2.FOR ANCHORING INTO CONCRETE:
4.2.a.MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED
CONCRETE AND SEISMIC APPLICATIONS.
4.2.b.ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN
TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FOR
CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN
ADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4
TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY
HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED
CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS. ADHESIVE
ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BE
INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER
ACI 318-14 17.8.2.2. INSTALLATIONS REQUIRING CERTIFIED
INSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4.
5.SPECIAL INSPECTIONS
5.1.STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.
5.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER.
5.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE
WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT
PROGRESS REPORTS AND INSPECTION REPORTS TO THE
BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF
RECORD.
5.2.SATISFY MINIMUM INSPECTION AND QUALITY CONTROL
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.
CONCRETE DURABILITY REQUIREMENTS PER ACI-318
FOUNDATIONS
28-DAY COMPRESSIVE
STRENGTH (f'c)
FREEZING/THAWING CLASS
SULFATE CLASS
PERMEABILITY CLASS
CORROSION CLASS
MAX AGGREGATE(IN)
MAX W/CM RATIO
TARGET AIR CONTENT(%)
PROJECT SCHEDULE OF SPECIAL INSPECTIONS
MATERIAL/ACTIVITY SERVICE
APPLICABLE TO THIS PROJECT
Y/N EXTENT AGENT DATE COMPLETED
1705.3 CONCRETE CONSTRUCTION
1. INSPECTION OF REINFORCING STEEL INSTALLATION (SEE 1705.2.2 FOR WELDING)SHOP (3) AND FIELD
INSPECTION Y PERIODIC
3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE
BEEN INCREASED PER SECTION 1908.5 OR WHERE STRENGTH DESIGN IS USED
SHOP (3) AND FIELD
INSPECTION Y PERIODIC
4. INSPECTION OF ANCHORS AND REINFORCING STEEL POST-INSTALLED IN
HARDENED CONCRETE PER RESEARCH REPORTS INCLUDING VERIFICATION OF
ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, HOLE CLEANING
PROCEDURES, ANCHOR SPACING, EDGE DISTANCE, CONCRETE MINIMUM
THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE
FIELD INSPECTION Y
PERIODIC OR AS REQUIRED
BY THE RESEARCH REPORT
ISSUED BY AN APPROVED
SOURCE
5. VERIFY USE OF APPROVED DESIGN MIX SHOP (3) AND FIELD
INSPECTION Y PERIODIC
6. FRESH CONCRETE SAMPLING, PERFORM SLUMP AND AIR CONTENT TESTS AND
DETERMINE TEMPERATURE OF CONCRETE
SHOP (3) AND FIELD
INSPECTION Y CONTINUOUS
7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES
SHOP (3) AND FIELD
INSPECTION Y CONTINUOUS
8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND
TECHNIQUES
SHOP (3) AND FIELD
INSPECTION Y PERIODIC
1705.12.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
1. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC 341 SHOP (3) AND FIELD
INSPECTION Y IN ACCORDANCE WITH AISC
341
1705 POST-INSTALLED ANCHORS
1. PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS:
A. ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, BOLT
DIAMETER, AND ANCHOR LENGTH FIELD INSPECTION Y CONTINUOUS
B. HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCE
WITH ANSI B212.15-1994. RECORD INSTALLATION DESCRIPTION, INCLUDING
VERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH, AND
ANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE) IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION
INSTRUCTIONS
FIELD INSPECTION Y CONTINUOUS
CONCRETE REINFORCEMENT LAP SPLICE LENGTH (in) GRADE 60
BAR
SIZE
#3 #4 #5 #6 #7 #8 #9 #10 #11
TOP
BAR *23 31 38 46 67 76 86 96 107
OTHER 18 24 30 35 51 59 66 74 82
CONCRETE REINFORCEMENT DEVELOPMENT LENGTH (in) GRADE 60
BAR
SIZE
#3 #4 #5 #6 #7 #8 #9 #10 #11
TOP
BAR *18 24 30 35 51 59 66 74 82
OTHER 14 18 23 27 40 45 51 57 64
STRUCTURAL NOTES &
SPECIAL INSPECTIONS
S-1.022"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
21-0304-065.1
11-17-22
GENERATOR W/ MANUFACTURER'S
RECOMMENDED ANCHOR LAYOUT,
MIN. (6) 5/8"Ø SS SIMPSON
STRONG-TIE STRONG-BOLT 2
EXPANSION ANCHORS W/ 3-5/8"
EMBEDMENT
SEE ARCHITECTURAL7'-7 3/4" MAX0'-6" MINCONTRACTOR NOTE:
SEE ARCHITECTURAL
DRAWINGS FOR PLACEMENT.
2'-9 1/2" MIN 1'-1/2" MIN, TYP
ASSUMPTIONS TO BE VERIFIED IN FIELD:
1.2,500 PSI MIN CONCRETE STRENGTH (f'c)
2.60,000 PSI MIN REBAR STRENGTH (fy)
3.0.18% MIN STEEL REINFORCEMENT MIN WITHIN SLAB
4.0'-6" MIN SLAB THICKNESS
(E) CONCRETE SLAB
GENERATOR W/
STATE TANK
(MAX 4626#)
STRUCTURAL DETAILS
S-2.0
1GENERATOR ATTACHMENT DETAIL
22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0"
NOT USED 4
NOT USED 3NOT USED 2
NOT USED 5 NOT USED 6
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
21-0304-065.1
11-17-22
DIESEL
GENERATOR SPECIFICATIONS
M-1.022"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR SPECIFICATIONS
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2TANK SIGNAGE
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
1.PLACE AT DOOR OR TANK.
2.SIGNS MUST BE OF DURABLE MATERIAL WITH RED LETTERING (OR
OTHERWISE SHOWN IN GRAPHICS) ON A WHITE BACKGROUND.
3.LETTERS SHALL NOT BE LESS THAN 3 INCHES (76.2 MM) IN HEIGHT AND 1/2
INCH (12.7 MM) IN STROKE.
4.SIGNS SHALL NOT BE OBSCURED OR REMOVED AND SHALL BE IN ENGLISH
AS PRIMARY LANGUAGE
5.COMBUSTIBLE SIGN MAY ALSO BE WHITE LETTERS ON RED BACKGROUND.
HAZARD RANGE:
NINE O'CLOCK:HEALTH
TWELVE O'CLOCK:FLAMMABILITY
THREE O'CLOCK:INSTABILITY
SIX O'CLOCK:SPECIAL
REFERENCES:NFPA 704
WFC 7901.9
IFC 2703.5
NOTES
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2TANK SIGNAGE
229 GALLON
DIESEL
PRODUCT IDENTIFICATION
COMBUSTIBLE
FLAMMABLE
NO SMOKING
NO SMOKING
012
DANGER
NO OPEN FLAMES
DIESEL FUEL
DIESEL
GENERATOR SPECIFICATIONS
M-2.022"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR SPECIFICATIONS
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
DIESEL
GENERATOR SPECIFICATIONS
M-3.022"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR TANK SPECIFICATIONS
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
C
EXISTING
PANEL
C
M
FROM EXISTING
METER &
DISCONNECT
PROVIDE CONTROLS
CONNECTION, TYP
CONNECTIONS IN ATS
& GENERATOR
EXISTING ATS
FROM EXISTING ATS
TO EXISTING T-MOBILE
DISTRIBUTION PANEL
PROPOSED (1) 1"Ø SCHD PVC
CONDUITS FOR POWER TO BLOCK
HEATER AND BATTERY CHARGER
PROPOSED (1) 1"Ø SCHD
PVC CONDUIT FOR
ALARM CONTROLS
PROPOSED OUTPUT BREAKER
PROPOSED GENERATOR,
CONNECT COMPLETE
PROPOSED (1) 2"Ø SCHD PVC
CONDUITS FOR POWER FROM
GENERATOR TO EXISTING ATS
EXISTING POWER CABINET
W/ EXISTING ATS
ELECTRICAL SITE PLAN
E-1.0122"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
ELECTRICAL SITE PLAN
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3ONE-LINE DIAGRAM
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2ELECTRICAL TRENCH
NOTES:
1.CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO TRENCHING.
2.THE LOCATION OF UTILITY CONDUIT ROUTING SHOWN ARE APPROXIMATE.
3.COORDINATE EXACT CONDUIT ROUTING & STUB-UP LOCATIONS W/
UTILITIES & CONSTRUCTION MANAGER PRIOR TO ROUGH-IN.
PROPOSED T-MOBILE 48kW
DIESEL W/ TANK VENT ON
EXISTING CONCRETE PAD
PROPOSED (1) 2"Ø SCHD 40 PVC CONDUITS
FOR POWER FROM GENERATOR TO
EXISTING ATS
PROPOSED (2) 1"Ø SCHD 40 PVC CONDUITS
FOR ALARM CONTROLS, BATTERY CHARGER,
& BLOCK HEATER FROM GENERATOR TO
EXISTING 200A INTERSECT PANEL (4 PAIR,
#18 AWG INDIVIDUALLY SHIELDED PAIRS)
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
CONTRACTOR SHALL CALL FOR
LOCATES PRIOR TO TRENCHING
2'-0"
UNEXCAVATED AREA
COMPACTED FILL PER
UTILITY COMPANY
REQUIREMENTS
EXCAVATION/MAGNETIC
WARNING TAPE
SAND FILL
(2) 1" ELECTRICAL CONDUITS
MATCH EXISTING
SURFACE
NOTE:
JURISDICTION MAY REQUIRE
DIRECTIONAL BORING OF
TRENCH FOR CONDUITS -
CONSULT WITH JURISDICTION.
(1) 2" CONDUIT1'-2"8"4"1'-6"COVEREDDEPTHEXISTING H-FRAME MOUNTED
200A INTERSECT PANEL
SCHEMATIC GROUNDING PLAN
E-2.0122"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
CONSTRUCTION PLAN KEYED NOTES
CONNECT PROPOSED GENERATOR W/ #2 BTCW TO GROUND BAR
(TYPICAL AT 2 PLACES).
EXISTING GROUND BAR.
EXISTING GROUND BAR TO TIE TO EXISTING EQUIPMENT GROUND RING.1
3
4
1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION
AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
2.ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING
SHALL BE GROUNDED.
3.ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED
THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN
WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 3/E-3.0 FOR TYPICAL
CONNECTIONS.
4.ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE
GREEN INSULATED WIRE ABOVE GROUND.
3.ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE
NON-OXIDATION COMPOUND APPLIED TO CONNECTION.
4.ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE
FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE
NOTED.
5.REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
STANDARDS.
6.NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
7.USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN
NSTD 119, 33 & 36.
GENERAL GROUNDING NOTES
SCHEMATIC GROUNDING PLAN
GROUND BAR
GROUND INSPECTION WELL
COPPER GROUND ROD
COMPRESSION LUG
CADWELD CONNECTION
SIDE SPLICE CADWELD
FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM
GENERAL LEGEND
1
3
4
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
TOP OF GRADE
30" MIM(OR FROST DEPTH)COVER
5/8" GROUND ROD
METAL FRAME WITH SOLID LID
ENGRAVED WITH "GROUND" ON
LID OF COVER WITH 1"Ø LIFT
HOLE AT CENTER OF COVER
PERIMETER
GROUND RING
#2 BARE TINNED
COPPER LOOPED
IN TEST WELL
GROUND WELL 12"Ø X 24"
LONG CONC PIPE WITH
COVER (SEE BELOW)
NEW COAXIAL GROUND KITS W/LONG
BARREL COMPRESSION DOUBLE
LUGS, ATTACH TO GROUND BAR &
INSTALL BY ANTENNA CONTRACTOR
(CADWELD TYPE-GL)
NEW 4"x20"x1/4 THK COPPER
GROUND BAR INSTALLED BY
GENERAL CONTRACTORGROUND ISOLATOR
(TYP AT EACH
GROUND BAR)
#2 SOLID BARE TINNED
COPPER WIRE CADWELD
(TYPE-GL)
20" MGB OR 10" ANTENNA AGB
FIELD VERIFY 4"NOTE:
COAT ALL MECHANICAL CONNECTIONS
W/ "NOOX" OR APPROVED EQUAL.
AGGREGATE
SURFACE
FINISHED
GRADE
CONTINUOUS
WARNING TAPE
CONTINUOUS GROUND
RING. SIZED PER
GROUNDING DETAIL
COMPACTED
EARTH BACKFILL
6"
MIN.30" OR 6"BELOW FROST DEPTHWHICHEVER IS GREATER12"6"TYPE GTTYPE VV
TYPE GY
TYPE VS
TYPE TA
TYPE VN
TYPE GL
TYPE PT
TYPE GR
TYPE VB
TYPE NC TYPE SS
P A N I
PANI SCHEME SPECIFICATIONS:
PRODUCER (P)
CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN
DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE GENERATOR SET FRAME AND
OTHER NOISE PRODUCING EQUIPMENT.
ABSORBER (A)
CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING
STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND
SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND.
NON-ISOLATED (N)
CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME
GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN
AND IBN EQUIPMENT
ISOLATED (I)
CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN EQUIPMENT
*TWO HOLE LUG, TO BE USED W/
#2 AWG SOLID TINNED BARE CU
WIRE OR STRANDED CU WIRE
W/ GREEN, 600V, THHN/THWN
INSULATION TO ANTENNA
STRUCTURE, BUILDING RING
GROUND, OR MGB
COPPER GROUND BAR ON
WALL, ICE BRIDGE, FLOOR
OR ON ANTENNA TOWER
TWO HOLE LUG, BOLTED TO GROUND
BAR USING 3/8"-16X1/4" STAINLESS
STEEL HEX HEAD BOLTS & HARDWARE
STRANDED CU WIRE W/ GREEN, 600V,
THHN/THWN INSULATION. SIZE AS SPECIFIED
NOTE:
*GROUND BARS AT BOTTOM
OF WATER TANK SHALL USE
EXOTHERMIC CONNECTION.8'-0"GROUND ROD
GROUNDING ELECTRODE
CONDUCTOR
GROUND ROD CAD WELD
FINISHED GRADE
36"GROUNDING DETAILS
E-3.06GROUND WELL DETAIL
22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"
1GROUND BAR DETAIL
22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"
4GROUND RING TRENCH DETAIL
22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0"
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3TYPICAL CADWELD CONNECTIONS DETAIL
5GROUND ROD DETAIL
22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"
2GROUND BAR CONNECTION DETAIL
22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
SE03411A
SHURGARD MERCER SOUTH
1755 NE 48TH ST
RENTON, WA 98056
1-14-21
AAL
RBH
1 1-14-21 PRELIMINARY ZONING AAL
2 3-12-21 RPZD: COMMENTS AAL
3 9-30-21 PRELIMINARY CONSTRUCTION PPK
4 10-18-21 FINAL CONSTRUCTION PPK
5 6-23-22 RFCD: UPDATED LAYOUT TNB
6 10-28-22 RFCD: UPDATED LAYOUT GA
7 1-6-23 RFCD: UPDATED LAYOUT TNB
APPROVAL STAMP
www.LDCcorp.com
20210 142nd Avenue NEWoodinville, WA 98072
F 425.482.2893T 425.806.1869
Surveying
Engineering
Planning
Woodinville
1851 Central Pl S, #101Kent, WA 98030
Kent
RICHARD B. HALLSTATE OF WASHINGTON
8828 REGISTERED
ARCHITECT