21-102872-AD-Plan Set-ApprovedTITLE 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:
RS7.2 (SINGLE FAMILY RESIDENTIAL)
BUILDING CODE:IBC 2018
CONSTRUCTION TYPE:IIB
OCCUPANCY:U
JURISDICTION:CITY OF FEDERAL WAY
PROPOSED BUILDING USE:UNMANNED TELECOM
LATITUDE:
SITE LOCATION (NAD83):
47° 21' 03.98" N
LONGITUDE:122° 18' 08.89" W
TOP OF STRUCTURE:568.30'± AMSL
BASE OF STRUCTURE:464.5'± AMSL
SEE LEASE AGREEMENT
PROJECT LEASE AREA:
7204800041
PARCEL NUMBER:
1.86 ACRES
AREA OF PARCEL:
45 SF
NEW IMPERVIOUS AREA:
1.PARKING REQUIREMENTS ARE UNCHANGED.
2.TRAFFIC IS UNAFFECTED.
3.SIGNAGE IS UNAFFECTED.
GENERAL INFORMATION:
ZONING
103.8' AGL
0.0' AGL
HIGHLINE WATER DISTRICT
23828 39TH AVENUE S
KENT, WA 98032
PROPERTY OWNER:
(47.351106° N)
(122.302468° W)
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
FROM T-MOBILE BOTHELL OFFICE:
·DEPART AND HEAD SOUTH ON N CREEK PKWY
·TURN RIGHT ONTO NE 195TH ST
·TAKE THE RAMP ON THE LEFT FOR I-405 S
·KEEP LEFT TO STAY ON I-405 S
·TAKE THE RAMP FOR I-5 SOUTH AND HEAD TOWARD PORTLAND
·AT EXIT 147, HEAD ON THE RAMP RIGHT AND FOLLOW SIGNS
FOR S 272ND ST
·TURN LEFT ONTO S 272ND ST
·BEAR RIGHT ONTO MILITARY RD S
·TURN RIGHT ONTO S 280TH PL, THEN IMMEDIATELY TURN RIGHT
ONTO 26TH AVE S
·TURN RIGHT ONTO 25TH PL S
·ARRIVE AT 25TH PL S
DRIVING DIRECTIONS
VICINITY MAP
NOT TO SCALE
GENERAL LOCATION MAP
NOT TO SCALE
PROJECT
PROJECT
APPROVED BY
DEVELOPMENT MANAGER
RF ENGINEER
DATE SIGNATURE
REGULATORY
OPERATIONS MANAGER
APPLICANT:
T-MOBILE USA, INC.
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PHONE: (425) 641-1140
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
SE04227A
HERITAGE WOODS PARK-HGHLN WTR DT - SE52XC241 - SPRINT RETAIN
SITE NUMBER:
SITE NAME:
SITE LOCATION:
STRUCTURE TYPE: WATER TANK
47° 21' 03.98" N
122° 18' 08.89" W
(47.351106° N)
(122.302468° 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
REDONDO HEIGHTS UNREC SWLY 280 FT AND VAL OF
UNDEEDED STS & ALLEYS INCL IN ADJ LOT VAL
LEGAL DESCRIPTION
UTILITY COMPANIES
TBD
FIBER:
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 REPLACE (6) PANEL ANTENNAS, (3)
RRUS AND ADD (3) RRUS ON (2) PROPOSED CUSTOM TRIPOD
STAND ON AN EXISTING WATER TANK. REPLACE (2) CABINETS
ON SLAB AT GRADE. ALSO, INSTALLATION OF 40kW DIESEL
GENERATOR W/ TANK VENT ON CONCRETE PAD.
PROJECT CONSULTANT:
LDC, INC.
CONTACT: RICHARD B. HALL, AIA
PHONE: (425) 806-1869
EMAIL: rhall@ldccorp.com
PROJECT ARCHITECT:
PROJECT MANAGER:
T-MOBILE USA, INC.
CONTACT: DANIELLE SIERRA
EMAIL: Danielle.Costa@t-mobile.com
CONSTRUCTION MANAGER:
LDC, INC.
CONTACT: WALT DARBY
PHONE: (425) 279-3533
EMAIL: wdarby@ldccorp.com
LDC, INC.
20210 142ND AVE NE
WOODINVILLE, WA 98072
DRAWING INDEX
DWG. NO.DESCRIPTION
T-1.0 TITLE SHEET
G-1.0 GENERAL NOTES
A-1.0 SITE PLAN
A-2.0 ENLARGED SITE PLAN
A-2.1 EQUIPMENT PLAN
A-2.2 ANTENNA CONFIGURATION PLAN
A-3.0 ELEVATIONS
A-4.0 SITE PLAN LAYOUT
A-4.1 CABINET DETAILS
A-4.2 CABINET DETAILS
A-5.0 EQUIPMENT DETAILS
A-5.1 EQUIPMENT DETAILS
A-5.2 EQUIPMENT DETAILS
A-5.3 EQUIPMENT DETAILS
A-5.4 EQUIPMENT DETAILS
A-6.0 SIGNAGE DETAILS
S-1.0 STRUCTURAL NOTES & SPECIAL INSPECTIONS
S-2.0 STRUCTURAL DETAILS
S1.1 STRUCTURAL NOTES
S2.1 SITE PLAN
S3.1 ENLARGED SITE PLAN, SLAB PLAN & DETAILS
M-1.0 DIESEL GENERATOR SPECIFICATIONS
M-2.0 DIESEL GENERATOR SPECIFICATIONS
M-3.0 DIESEL GENERATOR SPECIFICATIONS
RF-1.0 RF PLUMBING DIAGRAM
RF-1.1 SFP DETAIL
E-1.0 ELECTRICAL SITE PLAN
E-2.0 SCHEMATIC GROUNDING PLAN
E-2.1 ELECTRICAL DIAGRAMS
E-2.2 ELECTRICAL DIAGRAMS
E-3.0 GROUNDING DETAILS
LDC, INC.
CONTACT: RICQUEL CARDOZA
PHONE: (206) 713-1626
EMAIL: ricquelc@ldccorp.com
SITE ACQUISITION:
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
PROPOSED T-MOBILE BATTERY BACK-UP EQUIPMENT RACKS &
CABINETS TO BE REPLACED AND/OR UPGRADED WITH PROPOSED
ELECTROLYTE VOLUME COMPRISING OF LESS THAN 50 GALLONS.
FIRE REVIEW BATTERY ELECTROLYTE NOTE:
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.
19.VERIFICATION THAT EXISTING 103.8' WATER TANK CAN SUPPORT THE PROPOSED ANTENNA, COAX AND
ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
20.ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE
VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION.
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 BUG
ELEVATION
DETAIL NUMBER
SHEET NUMBER
SECTION CUT
PROPOSED ELEVATION
0'-0" AGL
X
X-X
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
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'
EXISTING SITE ACCESS
SITE PLAN
A-1.0
PROPOSED T-MOBILE ANTENNA
MOUNTED TO PROPOSED CUSTOM
TRIPOD STAND ON AN EXISTING
103.8' WATER TANK
PROPOSED T-MOBILE EQUIPMENT
ON SLAB AT GRADE
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
1
A-2.0
ZONING:
RS7.2 (SINGLE FAMILY RESIDENTIAL)
ADJACENT ZONING:
RS7.2 (SINGLE FAMILY RESIDENTIAL)
EXISTING FENCED
COMPOUND
183'-0
"
ANTE
N
N
A
S
E
T
B
A
C
K
80'-0"
ANTE
N
N
A
S
E
T
B
A
C
K
11
4
'
-0
"ANTENNA SETBACK
163
'
-
0
"ANTENNA SETBACK
EXISTING SITE
ACCESS GATES
PROPOSED T-MOBILE 40kW DIESEL
GENERATOR W/ TANK VENT ON
CONCRETE PAD (1 TOTAL)
ENLARGED SITE PLAN
A-2.01PROPOSED ENLARGED SITE PLAN
22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
ALL
A-2.1
ALL
A-2.2
PROPOSED T-MOBILE ANTENNA
MOUNTED ON PROPOSED
CUSTOM TRIPOD STAND AN
EXISTING 103.8' WATER TANK
PROPOSED T-MOBILE EQUIPMENT
ON SLAB AT GRADE
EXISTING 103.8' WATER TANK
PROPOSED T-MOBILE HYBRID
CABLE ROUTE TO FOLLOW
EXISTING CABLE CONDUIT
ROUTING FROM TOWER BASE TO
TOP OF TOWER
PROPOSED T-MOBILE 40kW DIESEL
GENERATOR W/ TANK VENT ON
CONCRETE PAD (1 TOTAL)
ALL
A-3.0
EXISTING CABLE JUNCTION
BOXES (TO REMAIN)
1EXISTING EQUIPMENT PLAN
EQUIPMENT PLAN
A-2.12PROPOSED EQUIPMENT PLAN
22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0"
NOTE:
·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED
·GC TO VERIFY EXISTING ALL THREADS AND
COLLARS TO BE CHECKED DURING CONSTRUCTION
FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY
ISSUES, PLEASE REPORT AND PROVIDE PICTURES
TO THE TMO CM.
·RF MODULES ADDED WITHIN CABINET: (2) ASIB, (2)
ASIK, (1) FSMF, (3) ABIA, (6) ABIL, (3) ABIC AND (2)
AMIA
·REMAINING EXISTING SPRINT EQUIPMENT TO
REMAIN OPERATIONAL FOR PROPOSED T-MOBILE
USE
12” THICK DOWNTURNED SLAB W/ 18” DEEP X 18” WIDE DEEP
EDGE CONDITION SHALL BE CONSTRUCTED W/ 4500 PSI
MAXIMUM W/C RATIO OF 0.45 AND 5%-6% AIR ENTRAINMENT
PER ACI W/ #4 AT 12” O.C. MINIMUM BOTH DIRECTIONS
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
CONSTRUCTION PLAN KEYED NOTES
EXISTING EQUIPMENT CONCRETE PAD (TO REMAIN).
EXISTING SPRINT EQUIPMENT CABINET (2 TOTAL TO BE REMOVED).
EXISTING 200A METER BASE ON POST (TO REMAIN).
EXISTING SPRINT HYRBID CABLE ROUTE (TO BE REMOVED).
EXISTING SPRINT UTILITY H-FRAME WITH POWER AND
TELCO CABINET (TO REMAIN).
EXISTING JUNCTION BOX (2 TOTAL, TO REMAIN).
EXISTING SPRINT GPS ANTENNA (TO BE REMOVED).
PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED
CABINET (SEE NOTE FOR MODULES & QUANTITIES).
PROPOSED T-MOBILE HCS 2.0 (TYP 2 JUNCTION
BOXES @ EQUIPMENT W/ 9 HYBRID FIBER JUMPERS).
PROPOSED T-MOBILE GPS ANTENNA MOUNTED TO EXISTING
H-FRAME POST (1 TOTAL).
PROPOSED T-MOBILE 40kW DIESEL GENERATOR
W/ TANK VENT ON CONCRETE PAD (1 TOTAL).
PROPOSED T-MOBILE ATS CABINET MOUNTED TO EXISTING
H-FRAME.
PROPOSED T-MOBILE (2) 4"Ø SCHD 40 PVC CONDUITS FOR POWER &
ALARM CONTROL FROM GENERATOR TO ATS.
PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT
CABINET (1 TOTAL).
PROPOSED T-MOBILE PURCELL LB3 BATTERY
CABINET (1 TOTAL).
8
9
10
11
12
13
14
22
25
27
28
29
30
31
32
1.VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS.
2.ANALYSIS OF WATER TANK SHALL BE PERFORMED BY OTHERS AND
STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3.PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE
NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING.
4.KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. IF SAFETY CLIMB
LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE.
SITE NOTES
FUTURE T-MOBILE EXPANSION CABINET.33
ALL
A-5.0
3,5,6
A-5.3
ALL
A-4.0
ALL
A-4.0
ALL
A-5.1
1
A-4.1
1
A-4.2
1
M-1.0
1
M-3.0
2
A-5.4
TO 1
S-1.0
5
S-2.0
1
A-5.2
10
14
813
10'-0"5'-0"5'-0"
10'-0"9'-0"28
31
32
22
10
11
1210'-0"10'-0"
29
30
13
11
25
9
25 (2 STACKED)
9
27
PROPOSED 2" RIGID CONDUIT
(4) TOTAL, FROM HPL3 CABINET,
TO (E) PANEL, (E) TELCO
CABINET AND JUNCTION BOXES
22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0"
33
ANTENNA CONFIGURATION PLAN
A-2.2
S
E
C
T
O
R
3
:
3
1
0
°
1EXISTING ANTENNA CONFIGURATION PLAN 2PROPOSED ANTENNA CONFIGURATION PLAN
NOTE:
·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED
·GC TO VERIFY EXISTING ALL THREADS AND
COLLARS TO BE CHECKED DURING CONSTRUCTION
FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY
ISSUES, PLEASE REPORT AND PROVIDE PICTURES
TO THE TMO CM.
22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
PROPOSED T-MOBILE ANTENNA CONFIGURATION
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER
ANTENNA
SIZE
MECH.
TILT QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
1
1 140°FFVV-65C-R3-V1 106.0'95.9"0°
1 AHLOA 1
HYBRID
JUMPER 200'1 AHFIG
1 140°AEHC 106.0'38.2"0°
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER
ANTENNA
SIZE
MECH.
TILT QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
2
1 220°FFVV-65C-R3-V1 106.0'95.9"0°
1 AHLOA
1 AHFIG
1 220°AEHC 106.0'38.2"0°
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER
ANTENNA
SIZE
MECH.
TILT QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
3
1 310°FFVV-65C-R3-V1 106.0'95.9"0°
1 AHLOA
1 AHFIG
1 310°AEHC 106.0'38.2"0°
TASK SUBMITTED ON:02/19/21 9 TOTAL HYBRID
JUMPERS
EXISTING SPRINT ANTENNA CONFIGURATION
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
1 1 340°APXVBBLL15X_43-C-120 105.0'1 RADIO 1 HYBRID 175'
TASK SUBMITTED ON:02/19/2021 8 175'
22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
1 100°105.0'
SECTOR ANTENNA
QUANTITY AZIMUTH ANTENNA MODEL RAD
CENTER QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
1 220°105.0'1 RADIO 1 175'
MICROWAVE AZIMUTH MICROWAVE MODEL RAD
CENTER QUANTITY EQUIPMENT
TYPE
CABLE
QUANTITY TYPE LENGTH
MW 1 -UNKNOWN -1 175'
MW 2 -UNKNOWN -1 175'
MW 3 -UNKNOWN -1 175'
MW 4 -UNKNOWN -1 175'
MW 5 -UNKNOWN -1 175'
HYBRID
COAX
COAX
COAX
COAX
COAX
COAX/HYBRID
EXISTING 103.8' WATER
TANK (TO REMAIN).SECTOR 1
: 340°
1 340°TTTT65AP-1XR 105.0'
2 1 100°105.0'1 RADIO 1 HYBRID 175'
3
1 220°105.0'SECTOR 3 : 220°SECTOR
2
:
1
0
0
°
EXISTING SPRINT ANTENNA
MOUNTING PLATFORM (1
TOTAL REMAIN).
EXISTING SPRINT PANEL ANTENNA
(6 TOTAL TO BE REMOVED).
EXISTING TRIPOD MOUNT (4 TOTAL,
TO REMAIN)
EXISTING SPRINT RADIO UNIT (3
TOTAL @ ANTENNA TO BE
REMOVED).
EXISTING MICROWAVE (5
TOTAL TO REMAIN).
EXISTING SPRINT HYRBID
CABLE ROUTE (TO BE
REMOVED).
EXISTING 103.8' WATER
TANK (TO REMAIN).
EXISTING SPRINT ANTENNA
MOUNTING PLATFORM (1
TOTAL REMAIN).
EXISTING MICROWAVE (5
TOTAL TO REMAIN).
PROPOSED T-MOBILE DUAL
ANTENNA MOUNT (TYP 1 PER
SECTOR, 3 TOTAL).
PROPOSED T-MOBILE AEHC
PANEL ANTENNA (TYP 1 PER
SECTOR, 3 TOTAL, SEE NOTE).
PROPOSED T-MOBILE
AHFIG RADIO UNIT (TYP 1
PER SECTOR, 3 TOTAL).
PROPOSED T-MOBILE
AHLOA RADIO UNIT (TYP 1
PER SECTOR, 3 TOTAL).
PROPOSED T-MOBILE
FFVV-65C-R3-V1 PANEL
ANTENNA (TYP 1 PER SECTOR,
3 TOTAL, SEE NOTE).
APXVBBLL15X_43-C-120
TTTT65AP-1XR
APXVBBLL15X_43-C-120
TTTT65AP-1XR
SECTOR
1
:
1
4
0
°SECTOR 2 : 220°EXISTING TRIPOD MOUNT (4 TOTAL,
TO REMAIN)
PROPOSED T-MOBILE
CUSTOM TRIPOD PER
STRUCTURAL (2 TOTAL).
5'-0"
4'-0"5'-0"1
1
1
1
1
1
1
1
HYBRID
JUMPER 200'
HYBRID
JUMPER 200'
ELEVATIONS
A-3.01EXISTING NORTH ELEVATION (LOOKING SOUTH)
22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0"2PROPOSED NORTH ELEVATION (LOOKING SOUTH)
FINISH GRADE
0.0' AGL
22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0"
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
CONSTRUCTION PLAN KEYED NOTES
PROPOSED T-MOBILE AHFIG RADIO UNIT
(TYP 1 PER SECTOR, 3 TOTAL).
EXISTING EQUIPMENT CONCRETE PAD (TO REMAIN).
EXISTING SPRINT EQUIPMENT CABINET (2 TOTAL TO BE REMOVED).
EXISTING 200A METER BASE ON POST (TO REMAIN).
PROPOSED T-MOBILE DUAL ANTENNA
MOUNT (TYP 1 PER SECTOR, 3 TOTAL).
PROPOSED T-MOBILE CUSTOM TRIPOD PER
STRUCTURAL (2 TOTAL).
EXISTING SPRINT ANTENNA MOUNTING PLATFORM
(1 TOTAL REMAIN).
EXISTING MICROWAVE (5 TOTAL TO REMAIN).
EXISTING SPRINT HYRBID CABLE ROUTE (TO BE REMOVED).
EXISTING SPRINT UTILITY H-FRAME WITH POWER AND
TELCO CABINET (TO REMAIN).
PROPOSED T-MOBILE AHLOA RADIO UNIT
(TYP 1 PER SECTOR, 3 TOTAL).
EXISTING SPRINT GPS ANTENNA (TO BE REMOVED).
PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED
CABINET (SEE NOTE FOR MODULES & QUANTITIES).
PROPOSED T-MOBILE FFVV-65C-R3-V1 PANEL ANTENNA
(TYP 1 PER SECTOR, 3 TOTAL, SEE NOTE).
EXISTING SPRINT ANTNNA TRIPOD MOUNT (4 TOTAL, TO REMAIN).
EXISTING SPRINT PANEL ANTENNA (6 TOTAL TO BE REMOVED).
EXISTING SPRINT RADIO UNIT (3 TOTAL @ ANTENNA
TO BE REMOVED)
PROPOSED T-MOBILE HCS 2.0 (TYP 2 JUNCTION
BOXES @ EQUIPMENT W/ 9 HYBRID FIBER JUMPERS).
EXISTING 103.8' WATER TANK (TO REMAIN)
PROPOSED T-MOBILE 40kW DIESEL GENERATOR
W/ TANK VENT ON CONCRETE PAD (1 TOTAL).
PROPOSED T-MOBILE AEHC PANEL ANTENNA (TYP 1 PER
SECTOR, 3 TOTAL, SEE NOTE).
PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT
CABINET (1 TOTAL).
PROPOSED T-MOBILE PURCELL LB3 BATTERY
CABINET (1 TOTAL).
1
2
3
4
5
6
8
9
10
12
13
14
15
16
17
18
19
20
22
25
28
31
32
1.VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS.
2.ANALYSIS OF WATER TANK SHALL BE PERFORMED BY OTHERS AND
STAMPED BY A LICENSED STRUCTURAL ENGINEER.
3.PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE
NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING.
4.KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. IF SAFETY CLIMB
LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE.
SITE NOTES
6
A-5.4
1
A-5.3
2
A-5.3
4
A-5.2
2
A-5.2
ALL
A-5.0
3,5,6
A-5.3
ALL
A-4.0
ALL
A-4.0
ALL
A-5.1
1
A-4.1
1
A-4.2
1
M-1.0
1
M-3.0TO 1
S-1.0
5
S-2.0
1,5,6
S-3.1
TOP OF EXISTING WATER TANK
103.8' AGL
TIP HEIGHT OF EXISTING SPRINT ANTENNAS
108.7' AGL
FINISH GRADE
0.0' AGL
TOP OF EXISTING WATER TANK
103.8' AGL
TIP HEIGHT OF PROPOSED T-MOBILE ANTENNAS
110.0' AGL
RAD CENTER OF PROPOSED T-MOBILE ANTENNAS
106.0' AGL
3
4
6
2
5
1
10
12
14
9
16
20
6
2
5
1
31
25
28
32
22
9
18
17
NOTE:
·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED
·GC TO VERIFY EXISTING ALL THREADS AND
COLLARS TO BE CHECKED DURING CONSTRUCTION
FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY
ISSUES, PLEASE REPORT AND PROVIDE PICTURES
TO THE TMO CM.
·RF MODULES ADDED WITHIN CABINET: (2) ASIB, (2)
ASIK, (1) FSMF, (3) ABIA, (6) ABIL, (3) ABIC AND (2)
AMIA
·REMAINING EXISTING SPRINT EQUIPMENT TO
REMAIN OPERATIONAL FOR PROPOSED T-MOBILE
USE
15
19
8 13
14
13
28
7'-3" WORKING CLEARANCE
PROPOSED PURCELL
HPL3 LARGE
BATTERY CABINET
PROPOSED PURCELL HPL3
600A DC CABINET (BEYOND)
CORRECT KNOCKOUT TOOL REQUIRED
FOR PUNCHING KNOCKOUTS. DO NOT
DRILL KNOCKOUTS THROUGH
2'-6"2'-6"6'-4" VERTICAL CLEARANCEPURCELL HPL3
LARGE BATTERY
CABINET
PURCELL
HPL3 600A DC
CABINET
5'-0"6'-2"10"11"
6'-9" WORKING CLEARANCE
2"
SKU# 34038 PURCELL 2" PLINTH
(REQUIRED)
2 CABINET CONFIGURATION -
PURCELL HPL3 600A DC CABINET &
PURCELL HPL3 LARGE BATTERY CABINET
2'-6"
5'-0"
PURCELL HPL3
LARGE BATTERY
CABINET
PURCELL HPL3 600A
DC CABINET
7'-3" WORKING CLEARANCE2'-7"2'-7"10"2'-4"2'-4"11"
6'-9" WORKING CLEARANCE
2'-6"
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2SITE ELEVATION LAYOUT
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SITE PLAN LAYOUT
SITE PLAN LAYOUT
A-4.0
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
2'-712""30.00"5'-012""1'-11""1'-10""
(4x) 5/8"Ø FOR
CABINET ANCHORAGE
SHIPPING HOOKS TO
BE REMOVED AFTER
CABINET INSTALL
CORRECT KNOCKOUT
TOOL REQUIRED FOR
PUNCHING KNOCKOUTS.
DO NOT DRILL
KNOCKOUTS THROUGH
BATTERY
BRACKETS
4X BATTERY
SHELVES, UP
TO 200AH
BATTERY
VIBRATION
MOUNTS
KNOCKOUT FOR
ETHERNET FOR
ALARMS
KNOCKOUTS FOR
BATTERY WIRES
NOTE:
·WIRES RUN THROUGH PROVIDED KNOCKOUT.
FOLLOW PROPER INSTALLATION OF GASKET
BEFORE MATING THE 2 CABINETS
MANUFACTURER:PURCELL SYSTEMS INC
MODEL:HPL3 LARGE BATTERY CABINET
WEIGHT:350 LBS (WITHOUT EQUIPMENT)
DIMENSIONS:30.0"x31.6"x60.4"
SKU# 34038 PURCELL 2" PLINTH
(OPTIONAL)
0'-2""
SKU# 34038 PURCELL 2" PLINTH
PLAN VIEW
SKU# 34038 PURCELL 2" PLINTH
SIDE VIEW
2'-6""2'-5""2""
4X .75 Ø HOLES FOR HPL3 AND
EXPANSION CABINET CORNER
MOUNTING POINTS
4X .875 Ø HOLES FOR
HPL3 AND EXPANSION
CABINET 2-STRING
BATTERY RACK
MOUNTING POINTS
4X .875 Ø HOLES FOR
HPL3 4-STRING BATTERY
RACK MOUNTING POINT
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SKU#33966 - PURCELL HPL3 LARGE BATTERY CABINET DETAIL
CABINET DETAILS
A-4.2
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A
SITEPRO1 - R5 UNIVERSAL
ANTENNA MOUNT (PART #
R5-216) OR APPROVED EQUAL31"18"12.4"
LEFT FRONT
MANUFACTURER:KOHLER
MODEL:KCS ATS
WEIGHT:68 LBS
DIMENSIONS:31"x18"x12.4"31"STRUCTURAL WELDING DETAIL SITE PREPARATION
AND POST APPLICATION NOTES:
1.PRIOR TO PRE-CONSTRUCTION MEETING, GC OR
CM SHALL COORDINATE W/ WATER DISTRICT
REPRESENTATIVE REGARDING SPECIFIC
SPECIFICATIONS OF EXISTING EPOXY PAINT MFR
AND MODEL NUMBER AS A PART OF THE BOM.
2.PRIOR TO STRUCTURAL WELDING, REVIEW
STRUCTURAL NOTES (5/S-3.1)
3.AFTER APPLICATION OF STRUCTURAL WELDING,
GC SHALL THOROUGHLY CLEAN AREA OF WELD
CONNECTION(S) AND PLATES OF STRUCTURAL
WELDING INCLUDING ADJACENT SURFACES.
4.GC SHALL REVIEW AND EXECUTE EPOXY PAINT
MFR AND MODEL NUMBER APPLICATION OVER
AREAS OF CONNECTION EPOXY APPLICATION.
5.REVIEW STRUCTURAL SPECIAL INSPECTIONS.
EXISTING PLATFORM AND
GUARDRAIL BEYOND
EXISTING WATER
TANK
SEE STRUCTURAL WELDING
DETAIL SITE PREPARATION AND
POST APPLICATION NOTES
STD PIPE KICKER BRACES
PER STRUCTURAL
PLATE PER STRUCTURAL
SITEPRO1 UNIVERSAL PIPE
MOUNT (MODEL NO, R5-216)
4" STD PIPE MAST PER
STRUCTURAL
PROVIDE ADDITIONAL 3" STD PIPE
CROSS-ARM. ATTACH TO 41/2" O.D. VERT
PIPE W/ SITEPRO1 SP216 CROSSOVER
PLATE.
SITEPRO1 SCX43-K
CROSSOVER PLATE, TYP AT
ANTENNA PIPE MOUNTS
6
A-5.4
EQUIPMENT DETAILS
A-5.422"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6R5-UNIVERSAL ANTENNA MOUNT DETAIL
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.
NOT USED 322"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2KCS ATS DETAIL
22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4MOISTURE PROTECTION DETAIL
SHEET NUMBER
SUBMITTALS
DATE:
DRAWN BY:
CHECKED BY:
SITE
DESCRIPTION BYDATE
SHEET TITLE
REV
2649 S. STAR LAKE ROAD
FEDERAL WAY, WA 98003
4-9-21
PPK
RBH
1 4-9-21 PRELIMINARY ZONING PPK
2 4-26-21 FINAL ZONING PPK
3 4-28-21 PRELIMINARY CONSTRUCTION PPK
4 6-10-21 RPCD: DESIGN CHANGE PPK
5 6-24-21 RPCD: DESIGN CHANGE PPK
6 7-12-21 FINAL CONSTRUCTION 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
Kent
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
HERITAGE WOODS PARK
HGHLN WTR DT - SE52XC241
SPRINT RETAIN
SE04227A