APPROVED PLN BLD_BLD2020-0988+Architectural_Plan+9.24.2020_4.49.27_PMAPPROVED BY nPLANNING
Oct 09 2020�=,� AT
APPROVED ALL WORK SUBJECT
PLANS MUST BE TO FIELD UPGRADE:
ON JOB SITE CODE COMPLIANCE A#: 10037166
VICINITY MAP
l■x �,,.
►1 '� AyrwWR w�w C
9 Q a
SITE LOCATION
IVWyIENWWWI�.
e
3
I DRIVING DIRECTIONS I
1. GET ON -5 N GRON SW SApERT ST. SW 85TH AT AND SW NISERG ST
23. HEAD EAST TOWARD SW 72ND AVE
4. NRN RIGHT ONTO SW 72N0 AVE
i. TURN LEFT Al THE 1ST CRO55 STG2ET ONTO Sw SAGERT ST
8. R7. . LEFT SW OSN AKE GE _
8. PASS SY VALVOMNE INSMM OIL CHAN(ON THE N
-5 N TO wA-1. w%xE 2D5T .D/TE -' ..R wnY IN Mou-E TERRACE. TAKE .1 to maN
13. KEEPINSTOSS A ON I-5 N, FOLLOW SIGNS FOR INIERSTAIE 5 WINIERSGTE 84/SEATIIE
15. GaLaW NE1 SO_ 11-14
ST TO YOUR DESTNAOON IN 2E MONOS/ E 84LNGER WAY
JERSE w/NE n/uK
17. USE
1Hf I£FT 2 LVIES TO NRN _ER ONTO N 205TH ST/2NM ST SW/IAKE SkLNGER WAY (SIGNS FOR WM99)
18. COMINUE TO FOLLOW N 20M ST/244TH ST 91Y
(ON E RCH0
20. NRN NIGHµ um ]RO AVE NW
22. DESIINATKNI WILL BE ON THE RIGHT
PROJECT INFORMATION
SITE NAME:
HARRISON
RFDS NAME & ID:
BTRWA6272 & 3583327 DATED 08/06/2020
SITE TYPE:
BUILDING -SIDE MOUNT
COUNTY:
SNOHOMISH
JURISDICTION:
CITY OF EDMONDS
LATITUDE:
LONGITUDE:
47.778222Z
-122.3618639* CDII
AMSL:
INIeN ,w aN.
1417'
SITE ADDRESS:
9617 FIRDALE AVENUE
EDMONDS, WA 98020
APN:
00449900000100
PROPERTY OWNER:
FIRDALE ASSOCIATES LLC
9500 ROOSEVELT WAY NE #100
SEATTLE, WA 98115
SITE ID:
WA6272
RFDS NAME & ID:
STTLWA6272 & 3583327
SITE NAME:
HARRISON
LTE NEXT CARRIER PTN:
3801AOT6JE
SITE ADDRESS:
9617 FIRDALE AVENUE
EDMONDS, WA 98020
City Of Edmonds
Building Department
Work CELL MODIFICATIONS
_9617FIRDALE AVE __-__-__-
n AT&T
--------------------
Approved Date ; 10 -1 - 2 0
Building Official ;-Eriei-----------------------
PermitNumber BLD2020-0988
I PROJECT DESCRIPTION I
THE PROJECT WILL BE COMPRISED OF
MODIFICATION TO AT&T ANTENNA ARRAY:
1. INSTALLING (6) KATHREIN 782 11288 DUAL BAND COMBINERS ON ROOFTOP
2. EXISNNG ANTENNAS TO REMAIN
MODIFICATION TO AT&T EOUIPMENT:
1. INSTALL (1) CORDEX 24V/3.1KW RECTIFIER AND (2) CORDEX CXDF 24-48/2KW
CONVERTERS
2. INSTALL (1) ASIK AND (1) ABIL IN SUBRACK C2.
3. INSTALL (1) (N) THERMO HEX DOOR IN LTE FLEX 16
4. INSTALLING (3) NOKIA B5 1BOW AHCA RRH'S AT EQUIPMENT PAD
5. INSTALLING (3) KATHREIN DBC0135F3V92-1 DUAL BAND COMBINERS AT EQUIPMENT
PAD
6. REMOVE (1) GSM CABINET
7. INSTALL (2) H-FRAME
8. INSTALL (1) DC12-48-60-0-25E SURGE PROTECTOR
PROJECT TEAM
APPLICANT
COMPANY:
AT&T MOBILITY
ADDRESS:
19801 SW 72 AVE, STE.200
TUALATIN, OR 97062
PROJECT MANAGER
JOHN EVANS
PHONE:
415-265-8200
COMPANY:
SMARTUNK LLC
ADDRESS:
11410 NE 122ND WAY
KIRKLAND, WA 98034
CONSTRUCTION MANAGER
OLY PETER ON
503-369-1671
PHONE:
COMPANY
SMARTUNK LLC
ADDRESS:
11410 NE 122ND WAY
KIRKLAND, WA 98034
ZONING -yam E(�OAGER
COURTNEE GOMEZ
PHONE:
916-527-4157
COMPANY:
SMARTUNK LLC
ADDRESS:
11410 NE 122ND WAY
KIRKLAND. WA 98034
ARCHITECT/ENGINEER
ATM: KATYA SERAVALLE
OMPANY:
1-855-669-5421
EMAIL:
KATYASERAVALLEOTRYLON.GOM
COMPANY:
TRYLON TSF
ADDRESS:
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TX 75038
IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES
1. 2015 WASHINGTON STATE BUILDING CODE
2. 2015 WASHINGTON STATE MECHANICAL CODE
3. 2015 WASHINGTON STATE RESIDENTIAL CODE
4. ANSI/EIA-TIA-222-H
THIS FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. THIS FACILITY IS EXEMPT FROM
HANDICAP REDUIREME14TS PER 2019 OREGON STRUCTURAL SPECIALTY CODE SECTION 1103.2.9. THIS
FACILITY IS NON -OCCUPIABLE AND ACCESSIBLE ONLY TO SERVICE PERSONNEL.
SHEET INDEX
SHEET #
DESCRIPTION
REVISION #
T-1
TIRE SHEET
0
GN-1
GENERAL NOTES
0
A-1
SITE PLAN
0
A-2
ENLARGED SITE PLAN
0
A-3
EXISTING & PROPOSED EQUIPMENT SHELTER PLANS
0
A-4
EXISTING & PROPOSED ANTENNA PLANS
0
A-5
EXISTING & PROPOSED TOWER ELEVATIONS
0
A-6
ANTENNA AND EQUIPMENT SCHEDULE
0
A-7
EQUIPMENT DETAILS
0
A-8
EQUIPMENT DETAILS
0
E-1
GROUNDING PLAN
0
E-2
GROUNDING DETAILS
0
RF-1
PLUMBING DIAGRAM
0
AT&T
gsmartlink
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
>>No v.ASk�ryC
we�1y,� g
/ Aug 31 2020
57966 k�
y
H71sr S �h
S's�ONALG'NCI
DRNWNG E-ESlrxlr SUE n �I NNTmOWED
ON -
SUBMITTALS
REV
DATE
DESCRIPTION
BY
OS/13/20
SOS OB
TWI
B
08/24/20
SUE OB
ION
B
OS/3B/20
10Uf SO
OOP
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
Rfft#_I1
SSHARRRRInISON
SIl'CA'Ad(J: 2
9617 FIRQALE_AV,ENU
SHEET DESCRIPTION
TITLE SHEET
SHEET No.
T-1
1. GENERAL REQUIREMENTS
A PURPOSE AND INTENT
1 .THE DRAWING AND SPECIFICATION ARE INTENDED TO BE FULLY
EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE
SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT
SHALL BE DONE THE SAME AS IF DISCREPANCIES BETWEEN REQUIREMENTS
SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
2. THE INTENTION OF THE DOCUMENT IS TO INCLUDE ALL LABOR
AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION
AND COMPLENON OF THE WORK AS STIPULATED IN THE CONTRACT.
A CONFLICTS
1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL
OR DOING ANY WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR
DIMENSIONS SHOWN ON PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN
DIMENSIONS OR OTHERWISE TO AT&T FOR RESOLUTION BEFORE
PROCEEDING WITH THE WORK.
2, NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF
DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY
OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK
WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON
THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE
REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE
WORK.
A CLEANING
1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH
CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK, REMOVE ALL
WASTE AND NON -CONSTRUCTION MATERIAL INCLUDING ALL CONTRACT
TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN
AND READY FOR USE.
A CODES
1.CONITRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS
REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL
AUTHORITIES WITH JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY
IS IN EFFECT REGARDLESS OF WEATHER THE LAW, ORDINANCE,
REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS.
A LICENSING
1. CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S
LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED.
FOR JURISDICTIONS THAT UCENSE INDIVIDUAL TRADES, THE TRADESMAN OR
SUBCONTRACTOR PERFORMING THOSE SHALL BE LICENSED, RESEARCHED
AND COMPLY WITH THE UCENSING LAWS, PAY LICENSE FEES, AND SELECT
AND INFORM SUBCONTRACTORS REGARDING THESE LAWS.
A OSHA
1. FOLLOW ALL APPUCABLE RULES AND REGULATIONS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS
BASED IN THE FEDERAL OCCUPATION SAFETY AND HEALTH ACT. THESE
REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING
WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATION AND TRENCHING,
AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND
SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION
A PHOTOS
1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION
INSTALLATIONS, GROUNDING, AND TRENCHING AFTER PLACEMENT OF
UTILITIES PRIOR TO BACKFILL.
A BUILDING PERMITS
I.
CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE
JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR
WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO
THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT,
CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS
AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC
PROJECT RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING
INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK
THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM
THE CONSTRUCTION DOCUMENT. AT&T WILL REIMBURSE THE CONTRACTOR
FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS, AND
INSPECTIONS. (INCLUDED IN THE BASE PROPOSAL).
A ZONING REGULATIONS AND CONDITIONAL USE PERMITS
1. CONTRACTOR WILL SUBMIT ALL ZONING AND CONDITIONAL USE
PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR
THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS,
HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER
WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE
PRE -BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS.
A FAA PERMIT AND TOWER LIGHTING
1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION
MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. CONTRACTOR
SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT
LIGHTING IS OPERATIONAL
A TOWER SECURITY
1. IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR
PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE
ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED ANY TIME
FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN
USE.
GENERAL NOTES
L SITE CONTROL
I. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT
OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO
ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE
CONTRACTOR AT NO EXPENSE TO AT&T.
2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL
TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO
STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE
MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH
DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE.
3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE
OR AS DIRECTED BY CONSTRUCTION MANAGER AND IN ACCORDANCE WITH
JURISDICTIONAL AUTHORITIES.
M. LIVESTOCK PROTECTION
1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING
PERIMETER FENCE AND/OR GATE ENCLOSURES.
2. SITE PREPARATION
A. SCOPE OF WORK INCLUDES
1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING
MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES,
2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR
PROTECTION DURING CONSTRUCTION ACTIVITIES.
3. CLEANING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS,
RUBBISH, DESIGNATED TREES AND SITE IMPROVEMENTS.
4. TOPSOIL STRIPPING AND STOCKPILING.
5. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST
CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE.
6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES,
BENCHMARKS. AND MONUMENTS.
7. PROTECTION AND TEMPORARY RELOCATION STORAGE AND
RE -INSTALLATION OF EXISTING FENCE AND OTHER SITE IMPROVEMENTS
SCHEDULED FOR RE -USE.
8. REMOVAL AND LEGDK DISPOSAL OF CLEARED MATERIALS.
B. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION
MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS)
1. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL
SILTATION CONTROL. AND DUST CONTROL
3. EARTHWORK
A. SCOPE OF WORK INCLUDES
1. EXCAVATION, TRENCHING, FILUNG, COMPACTION, AND GRADING FOR
STRUCTURES, SITE IMPROVEMENTS AND UTILITIES.
2. MATERIALS FOR SUB -BASE. DRAINAGE, BACKFILL AND GRAVEL FOR
SLABS, PAVEMENT AND IMPROVEMENTS.
3. ROCK EXCAVATION WITHOUT BLASTING.
4. SUPPLY OF ADDITIONAL MATERIALS FOR OFFSITE AS REWIRED.
5. REMOVAL AND LEGDK DISPOSAL OF EXCAVATED MATERIAL AS
REQUIRED.
B. QUALITY ASSURANCE
1. COMPACTION
A UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND
WALKWAYS WILL OBTAIN A 95% COMPACTION AT A MINIMUM DRY DENSITY
AS DETERMINED BY ASTM 0-1557 OR WITH PLUS OR MINUS 3% OF THE
MOISTURE CONTENT.
2. GRADING TOLERANCES OUTSIDE BUILDING LINES
A LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1
INCH.
B. UNDER PAVEMENTS PLUS OR MINUS i INCH.
3. GRADING TOLERANCES FOR FILL UNDER CONCRETE APPLICATIONS
A PLUS OR MINUS 3 INCH MEASURED WITH 10 FOOT STRAIGHT
EDGE.
C. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION
MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS)
1. SUB -BASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED
GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND.
2. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE
OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE.
3. GRADING MATERIAL WILL CONSIST OF SATISFACTORY NATIVE OR
IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER
THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS
AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE.
IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORE THAN
5%.
4. GRAVEL MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONE
OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE.
5. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS.
D. CLEARING AND GRUBBING
1. REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE
STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAYS. DISPOSE OF
CLEARING AND GRUBBING OFF -SITE OR IN AN ON -SITE LOCATION
APPROVED BY CONSTRUCTION MANAGER.
E. STRIPPING
1. STRIP NOT LESS 3 INCHES OF SOD AND TOPSOIL FROM AREAS
THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES OR
EMBANKMENTS. STOCKPILE STRIPPING ON -SITE FOR RE -USE AND FINAL
LANDSCAPING.
G.EMBANKMENT
1. CONSTRUCT EMBANKMENT TO THE LINES AND GRADES SHOWN ON
THE DRAWING.
2. CONSTRUCT EMBANKMENT FROM ON -SITE EXCAVATION MATERIAL WHEN
SUITABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON -SITE
EXCAVATION MATERIAL HAS BEEN USED.
3. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE
DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT
UP UNIFORMLY.
4. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAR
OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE
PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND
MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT
THE LAYERS MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED
IN THE APPROPRIATE BID REM. SHOULD THE MATERIAL BE T00 WET TO
PERMIT PROPER COMPACTION, R IS THE CONTRACTOR'S RESPONSIBILITY
TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT.
5. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT
PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF
EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS
BECOME DISPLACED DUE TO CONTRACTOR'S OPERATIONS.
7. START LAYERS IN THE DEEPEST PORTION OF THE FILL AND AS
PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL
TO THE FINISH GRADE LINE.
8. ROUTE EQUIPMENT BOTH LOADED AND EMPTY, OVER THE FULL WIDTH
OF THE EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT.
9. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR
SLABS AND STRUCTURES TO BE 95% COMPACTION AT A MINIMUM DRY
DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS
3% OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA
EMBANKMENTS TO A MINIMUM OF 90% OF ASTM 0-1557.
H. SITE GRADING
1. USING ON -SITE EXCAVATION MATERIAL, SHAPE, TRIM, FINISH AND
COMPACT SURFACE AREAS TO CONFORM TO THE LINES. GRADES AND
CROSS SECTIONS SHOWN ON THE DRAWING OR AS DESIGNATED BY THE
CONSTRUCTION MANAGER.
2. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR
EROSION.
3. ELIMINATE WHEEL RUTS BY REGRADING.
4. COMPACT AREAS OF UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS
AND STRUCTURES TO BE AT 95% COMPACTION AT A MAXIMUM DRY
DENSITY AS DETERMINED BY THE ASTM 0-1557 OR WITHIN PLUS OR
MINUS 3% OF OPTIMUM MOISTURE CONTENT.
5. CONSTRUCT FINISH SURFACE OF SITE GRADING AREAS WITHIN 1 INCH
FROM SPECIFIED GRADE.
I. SUBGRADE PREPARATION
1. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON
THE DRAWINGS.
2. MAINTAIN TOP OF SUBGRADE IN A FREE -DRAINING CONDITION.
3. DO NOT STOCK PILE MATERIAL ON TOP OF SUBGRADE UNLESS
AUTHORIZED BY CONSTRUCTION MANAGER.
4. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION
AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR
WITHIN PLUS OR MINUS 3% OF THE OPTIMUM MOISTURE CONTENT.
5. CONSTRUCT TOP OF SUBGRADE WITHIN 1 INCH OF ESTABLISHED
GRADE AND CROSS SECTION.
J. GEOTEXTILE FABRIC
1. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE IN THE
COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). LAP
ALL JOINTS TO A MINIMUM OF 36 INCHES.
K. GRAVEL SURFACING
1. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE
BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER.
SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA.
L. LANDSCAPING
1. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN
AND/OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS
SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS.
M.CONCRETE FORM WORK
1. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE
FORM RELEASE AGENTS.
2. CHAMFER EXPOSED EDGES OF ALL TOWER FOUNDATION SHALL
RECEIVE A 3 INCH BY 3 INCH 45 DEGREE CHAMFER. OTHER EXPOSED
EDGES SHALL RECEIVE A TOOLED RADIUS FINISH.
3. UPON COMPLETION. REMOVE ALL FORMS INCLUDING THOSE
CONCEALED OR BURIED.
4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
4. GENERAL NOTES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN
SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH
THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK
PROGRESSION IS NOT INTERRUPTED.
2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND
ORDERLY SITE, YARD AND GROUNDS. CONTRACTOR SHALL REMOVE
AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIAL LITTER
AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS,
STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUND TO A
SMOOTH EVEN -TEXTURED SURFACE.
3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE ABOVE
GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN
THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM
THE LOCATION INDICATED. IN PARTICULAR THE CONTRACTOR IS
WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF
SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN
THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN AND IT SHALL
BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN 48
HOURS BEFORE YOU DIG, DRILL OR BLAST CALL LOCAL UTILITIES
LOCATOR COMPANY.
4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN
WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON
THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE
PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR
THE OWNER'S REPRESENTATIVE.
5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND
ALL OTHER CONTRACTORS PERFORMING WORK ON THE SITE DURING
THE PERFORMANCE OF THIS CONTRACT.
6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBLIC OR
PRNATE PROPERTY TO AT LEAST AS GOOD OF CONDITION AS
BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S
REPRESENTATNE.
7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.
8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE
MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED,
AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL
BE REPLACED.
9 ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND
SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA
REGULATIONS FOR CONSTRUCTION.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE
MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF
WORK.
11 ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS
SHALL BE COORDINATED WITH THE OWNER OR OWNER'S
REPRESENTATIVE BEFORE EACH AND EVERY CONNECTION TO
EXISTING SYSTEMS IS MADE.
12MAINTAIN FLOW FOR ALL EXISTING UTILITIES
13ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED
BY THE OWNER OF OWNER'S REPRESENTATIVE ON THE DRAWINGS
OR GEOTECHNICAL REPORT RECOMMENDATIONS.
14CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD
AND THE TOWER.
151F NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING
AND REGRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING
INSTALLATION OF UTILITIES.
16NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER
17WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THE
DEVELOPMENT
18THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL
UNLESS OTHERWISE NOTED.
19ELECTRICAL DRAWINGS HAVE BEEN REVIEWED AND SEALED FOR
STRUCTURAL PURPOSES ONLY.
AT&T
gsmartlink
,. Trylon
1825 W. WALNUT HILL LANE. SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
we og
�i. Au9 31 2020
7966 �
S'r/ANAL 6N�
I-ING SGLLE6INIED muFD� 11'.17' SIZE
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
OS/W.
YW[ W
lIM
s
06/24/26
96s m
N41
U
ae/aD/10
ta6i W
oaP
SHEET DESCRIPTION
GENERAL NOTES
SHEET No.
GN-1
THIS IS NOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NOV.ASEMENTS. STREET WIDTHS, AND SETBACKS WERE OBTAINED FROM A GEOGRAPHIC
INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMATE.
� I
PROPERTY LINE (TYP) I
</(E) (E) TREE (TYP.)�
ram1"l
(E) TREE (T1P.)
J/,/"-
� I I
I
I I I
I I I
I OVERA T P
A_I SCALE (11' X 1T): 1/32� _ 1'-00 I6'-0'32'-0' 64'-D' 96'-0-
(E) CHAIN-UNK FENCE
t
AT&T
gsmartlink
'
■ i
T r y I o n
1825 W. WALNUT HILL LANE. SUITE 120
IRNNG, TEXAS 75038
1-855-669-5421
we �2
Aug 31 2020
17966
>Z���
S'r/ANAL 6N�
I—ING S—EE AFE WTEHDED FGR 11'rlT SIZE
NIED NFDY ONLY.
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
-/IS/-
YW[ W
lIM
0
06/24/20
9os CD
N41
o
D!/TD/10
la6i 4D
oDP
SHEET DESCRIPTION
SITE PLAN
SHEET No.
A-1
(E) BURDIN
ANTENNA PLAN
`(E) ASPHALT PARKING 1
(E) BUILDING
1
(E) ROOFTOP STEALTH
(E) BUILDING
(E) WOOD FENCE
ENCLOSURE II
II
((--� (E) POWER
II I CABINET
(E) BATTERY CABINET
77 (E) LTE CABINET
(E) ICE BRIDGE
B
= (E) UL17S CABINET
DUMGAREBAGE
I 2 EXISTING & NEW 'AT&T' / (E) CHAIN -LINK FENCE
A-3 EQUIPMENT PLAN
(E) UNLIIY H-FRAME
1
t
A-2 SCALE (11' X 1T): 1/8' 1'-0'0 4'-1 8'7' 16'-0' 24'-V
(12) 1-5/8- COAX CABLES
DC CABLES
FIBER CABLE
(E) TREE (TYP.) -\ II
II
II
it
PROPERTY LINE (TYP)
III II
AT&T
gsmartlink
1 ,
■
Trylon
1825 W, WALNUT HILL IAINE, SUITE 120
IRNNG, TEXAS 75038
1-855-669-5421
't�SH w
6OY ��H/'l'
we �2
Aug 31 2020
7966
S'r/ANAL AND
I—ING S-ES ARE INIFHDED fDR 11.W SIZE
PRIN- MEDIA Drar.
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
-/IS/-
YW[ W
TM
IS
06/24/2D
9Ds CD
N4M
D
D!/TD/10
1aDi 4D
oDP
SHEET DESCRIPTION
ENLARGED SITE PLAN
SHEET No.
A-2
N
10
(E) WOOD FENCE
ENCLOSURE
(E) CONCRRETEETE SLAB
(E) HORIZONTAL
CABLE TRAY
(E) 4-0 CONDUIT -:,r
(E) (12) 1-5/8' COAX CABLES
GSM
tp BE ^ CABINET
REMOVED(4)
DC CABLES
(2) FIBER CABLE TO REMAIN
DCB-48-80-RM SURGE
TO BE REMOVED
(POOWERVPLANT
\
W/ (6)
\
RECTIFIERS AND
(6) CONVERTERS
M w I
(E) LTE CABINET
\
T_- -1
(E) BATTERY CABINET
I
0
--�
(E) GPS ANTENNA—
%
(E) 6"0 CONDUIT(TP)
FIBER SUCK BOX
(E)I
(E) ICE BRIDGE
I
\
x
\
i
\
(E) UMTS CABINET
IIx��(E) ACCESS GATE
/)
i'
Z ',
�\ x---_
E W
1ELC0 CABINET /
(E) UTILITY H-FRAME
DUGARBAG
MPSTERR
1 I TIN IP NT H T PLA
3 N
A - SCALE (11' X 1 1/2' 1'-0' 0 1'-0' 2'-0' V-T 6'-0'
X
(E) WOOD FENCE
ENCLOSURE
(E) 4"0 CONOUR I
t<
(N) (3) AT&T 850 RRH
(05 160W AHC,A) ON
NEW H- E
(N) (1) ARIA IN SIIBRACK C1
(N) (1) ASIK AND (1) (N)
ABIL IN SUBRACK C22
(N) THERMO HEX DOOR
INSTALLED FOR COMING
PURPOSES ON
FLEX I a CABITiT'
* r" (E) LTE CABINET
(E) CAPS ANTENNA
(E) FIBER SUCK BOX
(� C10AX CABLES
(4) DC CABLES
(2) FlBER CABLE
//, < �(E) ACCESS GATE
(E) UTILITY
(N) (1) X-FRAME
(N) (3) DBC01351
COMBINERS ON N
H-FRAME
10'-0"2
(E) CONCRETE SLAB (E) HORIZONTAL
CABLE TRAY
(N) (1) H-FRAME
1
12-48-e PROTECTOR
E
SURGE PROTECTOR
(N) (1) RECTIFIER AND
(2 CONVERTERS
--- (E) 24V TE41
POW\ W/ (6) PLANT
\ RECTIFIERS AND
(6) CONVERTERS
-- (E) BATTERY CABINET
\ (E) 6'0 CONDUIT (TYP)
—4 (E) ICE BRIDGE
\ \ _ (E) UMTS CABINET
2 PROPOS D EQUIPMENT SHELTER PLAN
A-3 SCALE (11' X 17'): 1/2' - 1'-0" 0 1'-V 2'-0" 4'-0' 6'-0'
CE
AT&T
gsmartlink
■ i
*Dimas Trylon
1825 W. WALNUT HILL LANE. SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
't�SH w
60Y ��H/')'
we �2
Aug 31 2020
I7966
>Z�
S'r/ANALPRIAND
DIUWING SD4E6 NK I NND FONWIA MD fDR 11'rl"!' SIZE
DAILY.
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
OS/W.
YW[ W
lIM
s
ae/z4/m
Sox m
N41
D
0"/-
1— W
DaP
SHEET DESCRIPTION
EXISTING & PROPOSED
EQUIPMENT SHELTER PLANS
SHEET No.
A-3
(F) AT&T DIPLD(ER (CBC78-DF-2)0 TO BE REMOVED
(IYP. OF 1 PER SECTOR, TOTAL OF 3)
(E) AT&T RRH (RRH4J25-WCS-4R) TO REMAIN
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
x
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
B12/14 320W AHLBA) TO REMAIN
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(E) AT&T ANTENNA (ACE - XXOLH-654L8H6-IVT) TO REMAIN
(TYP. OF 1 PER SECTOR. TOTAL OF 3)
lf'*70
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
B25/66 320W AHFlB) TO REMAIN
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(TYP. (OF 2T12
PER
SECTOR.
WT�i1L10F
x
1 (E) AT&T RRH (RRH4e25-WCS-4R)
I■' (TYP. OF 1 PER SECTOR, TOTAL OF 3)
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
B12/14 320W AHURA)
(TYP. OF 1 PER SECTOR, TOTAL OF 3) K,
(E) AT&T ANTENNA (ACE - XXOLH-654L8H6-WD
(TYP. OF 1 PER SECTOR,
T�O����....,T,,,,AL OF 3)
Cl
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
825/66 320W AHFIB)
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(E) AT&T SURGE SUPPRESSION DISTRIBUTION UNIT TO REMAIN
(TOTAL 1)
(E) ROOFTOP STEALTH CUPOLA
(E) COAX ENTRY PORT
PING ANTENNA PLAN
(11' X 17'): 1' - 1'-0" 0 W-6' 1'-0' 21-T 31-W
(E) AT&T SURGE SUPPRESSION DISTRIBUTION UNIT
(TOTAL 1)
(E) ROOFFOP STEALTH CUPOLA
(E) COAX ENTRY PORT
2\PROPQSFQ ANTENNA PLAN
A-4 SCALE (11" X 17'): 1' = 1'-0" 0 0-6. 1'-W 21-T S-0'
AT&T
gsmartlink
f ,
■
Trylon
1825 W. WALNUT HILL IAIIE. SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
w
't,�gHAN
6OY C ��H/'l'
we �2
Aug 31 2020
7966
S'r/ANAL 6N�
I—ING SGLLE6INIED muFD� 11'rl7' SIZE
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
OS/W.
YW[ W
lIM
s
afi/z4/m
Sox m
N41
U
ae/aD/10
ta6i W
oaP
SHEET DESCRIPTION
EXISTING & PROPOSED
ANTENNA PLANS
SHEET No.
A-4
LL/ AI&I An TLNnA 1ta:L - xxulsl-DDaLana-nil IU
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(E) AT&T RRH (RRH4x25-WCS-4R) TO REMAIN
(E) AT&T SURGE SUPPRESSION DISTRIBUTION UNIT TO REMAIN
TOP OF E OIA
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
OCTAL 1)(E)
38 EIEV. -1CUPt AGL
AT&T RRH (AIRSCALE DUAL RRH 4T4R
812/14 32GW AHLBA) TO REMAIN
(E) AT&T DIPlE7OR (CBC78-DF-2X) TO BE REMOVED
AT&T PNIENNA TIP HEIGHT
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
EL ! 34-0 t AGL
E AT&T ANTENNA RAD CENTER
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
ELEV. = 31 -G 2 AGL
825/66 320W AHFIB) TO REMAIN
(E) ROOF TOP STEALTH CUPOLA
(TYP. OF 1 PER SECTOR, TOTAL DF 3)
TOP OF E BUILDING ROOF
ELEV. = 25-7 f AGL
o
(E) BUILDING)
GRADE
EIFV. 0 3 AGL
TOP OF CUPOLA
ELEV. - 38-1 3
0x (E) AT&T ANTENNA TIP HEIGHT
� ELEV. = 34-0 3
(E) AT&T ANTENNA RAD CENTER
E� LEV: = 31 -0 4 AGL
OF (E) BUILDING ROOF MP
= 25-7 3 AGL
GRADE
ELEV.� 03 AGL
(E) AT&T ANTENNA (ACE - XXOLH-654LBHB-I
(TYP. OF 1 PER SECTOR, TOTAL OF
(E) AT&T RRH (RRHI
(TYP. OF 1 PER SECTOR, TOTAL OF
(E) AT&T RRH (AIRSBC LE DUAL
RRH
411
(TYP. OF 1 PER SECTOR, TOTAL OF
(E) AT&T RRH (AIRSCALE DUAL RRH 41
825/66 32OW AHF
(TYP. OF 1 PER SECTOR, TOTAL OF
(E)
1
A-5 SCALE (11" X 17"): 3/16" = 1'-0" 0 2'-8' 5'-4' 10'-8' 16'-0'
(E) AT&T SURGE SUPPRESSION DISTRIBUTION UNIT
(TOTAL 1)
VN) AT&T DIPID(ER (782 11288)
. OF 2 PER SECTOR. TOTAL OF 6)
(E) ROOF TOP STEALTH CUPOLA
In
2 PROPPROPQSED ELEVATION
A-5 SCALE (11" X 171} 3/16" - 1'-0" 0 2'-8' 5-4' 10'4' 16,-0,
(12) 1-5/8" COAX CABLES
DC CABLES
FIBER CABLE TO REMAIN
(E) (12) 1-5/8" COAX CABLES
(4) DC CABLES
(2) FIBER CABLE
AT&T
gsmartlink
All: Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRNNG, TEXAS 75038
1-855-659-5421
4�gHAN
6oF Wyk/,
wed rg p
Aug 31 2020
9 57966 4�
F715T£R�
CS'rI�NAL SNP
DING -ES WiE INEEH9ED fDR 11'x1T SUE
PRINTED MEDIA qlY.
SUBMITTALS
REV DATE DESCRIPTION BY
A os/ta/xD aox m
B UB/M/=D aox aD
D 96/29/26 taTu m
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
RtUIV
��H++ARRRInISO��N
SIT��,ryT1R1=i: 202
9617 FIROALE-AV.ENUI .-,
SHEET DESCRIPTION
EXISTING & PROPOSED
TOWER ELEVATIONS
SHEET No.
A-5
WA6272 ANTENNA AND EQUIPMENT SCHEDULE STTLWA6272
ANTENNA
SECTOR
TECH
AZIMUTH
RADIOS/TMAs
HYBRID CABLES
MANUFACTURER
MODEL NO. (PORT)
SIZE k WEIGHT
STATUS
RAD CENTER
UNIS 830
(1) (E) NRSCALE DUAL RRH 474 B12/14 MOW MLEA
72.8'x19.7'x7.5'
(1) (E) NRSCALE wAL RRH 4T4R 025/66 MOW MMB
1
LTE 1900
LIE AM
80'
ACE
%xIXH-85418H8-M
(90.4 ILW)
IXEi11NG
31'-0'
(1) (E) RRH4x25-WCB-411
N
LTE WCS
(1) (E) CBC78-OF-V
U1115 850
(1) (E) NRSCALE L 47/1! B12/14 32M MUM
O
LTE 700
M MH MINE
(1) (E) NRSCNE OUPL RRH 4T4R 825/68 320W PHFlB
CON( C1BLE5
(12) ((4 1E)
1
LTE 1900
pp9
ACE
%%DLH-654LBH6-M
72.8"x19.7"x7.5'
IXSIINC
31'-0'
(1) (E) RRH4x25-WCS-4R
W
(4) �) ��
W
M
LTE AWS
LTE WM
(90.4 Me)
(1) (E) CBC78-DF-V
(2) (E) FIBER CABIE
M
UMIS 850
(1) (E) NRSCALE DUAL 4— B12/66 32M AHL8
OLIE
1
700
LTE 1800
Jf10'
ACE
%%MH-854L6H6-IVf
72A'x19.7'x73'
EXISTING
31'-0'
RRH
(1) (E) NRSCN.E DUAL RRH 4TNt B25/66 320W AHFlB
(1) (E) RRH4x25-WCS-4R
N
LTE An
LTE An
(90.4 IOe)
(1) (E) CBC78-DF-2%
EXISTING ANTENNA SCHEDULE
WA6272 ANTENNA AND EQUIPMENT SCHEDULE STTLWA6272
ANTENNA
SECTOR
TECH
AZIMUTH
RADIOS/TMA9/DIPLE)(ERB
HYBRID CABLES
MANUFACTURER
MODEL NO. (PORT)
SIZE k WEIGHT
STATUS
RAE) CENTER
UMIS 850
(1) (E) NRSCALE DUAL RRH 47M B12/14 MOW MLEA
p
L E 00
SO 850
72.8"x19 ".7.5•
(1) (E) N0.9CNE MAIL RRH 4T4R 825/88 320W MINE
1
LTE 19W
LTE AWS
W
ACE
X%0LH-654--M
(90,4 Ib)
EEBRINC
31'-0'
(1) (E) RRH4x25-WCS-IR
(1) (IQ MOME M!1 /FYI ! 1MOM MCA
u1
LTE WCS
(� pp ra 119M
ON017MA7E-1
(1) (ID
um m
LTE 70D
(1) (E) NRSCALE DUAL RRH 4T4 B12/14 MOW MUM
0:
O
1
50 850
LTE 1000
200'
ACE
%%OLH-65aL6H6-iv1
72.8x19.7"x7.S
E)asnNG
31'-0'
(1) (E) NRSCALE DUAL RRH — B25/66 32OW AHFlB
(1) (E) RRH4x25-WCS-4R
(12) (E) 1-5/8" COA% CABLES
�j
N
LTE AM
LTE WCS
(80.4 Ibe)
(1) AMEOALE M.N RAN 1M ANCA
(Ni ra 11'JD8
(4) (E) X CABLES
(2) (E) FIBER GABLE
(Q E�COIAEiY�E-1
i•l
UNis eso
LIE M
(1) (E) NRSCALE DUAL RRH lT4R B12/6 MUM
K
SG 850
72.8x19.7'x7.5"
MOW ARB
(1) (E) NRSCALE OUPL RRH 4T4R B25/fi6 320W AHFlB
O
1
LM 1900
30U
ACE
=101-654LBH6-M
(90.4 Ibe)
IXISIING
31'-0"
(1) (E) RRH4x25-WCS-4R
W
N
LIE AM
(1) QQ MWA E MN 4TA N 140W MCA
pq ra ns
(p oxm�m-1
NEW ANTENNA SCHEDULE
AT&T
gsmartlink
A- Trylon
1825 W. WALNUT HILL LANE. SUITE 120
IRNNG, TEAS 75038
1-855-659-5421
4,�gH W wA )c
wed T°a p
Aug 31 2020 `r P
57966
S'r/UNAL GNP
D-0 SCAL6SUE
RAAE iNRNOED FOR 11'x1T
NRD Mf IA ONLY.
SUBMITTALS
REV DATE DESCRIPTION BY
A OS/13/SO a0.i CO
e De/u/20 aox m
D ae/z9/so 1a0� m
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
RtUivi
SSHARRRRInISON
SI$Yl(1(J :202
9617 FIRUALE-AVENUE.--
SHEET DESCRIPTION
ANTENNA AND EQUIPMENT
SCHEDULE
SHEET No.
A-6
NOKIA NOKIA AIRSCALE RRH 4T4R 65 160W AHCA
DIMENSIONS, HXWXD: 337 X 295 X 165 (MM)
13.3" X 11.6" X 6.5"
WEIGHT: 16.7 (kg)
36.8 Ibs
11.6"
NOKIA
Cl�
ePROPOSED AIRSCALE RRH 4T4R B5 160W AHCA DETAIL
A-� SCALE: NTS
POWER F;E�RBN6UJT8
REQUIRED DC VOLTAGE:
-48VDC (NOMINAL)
OPERATING DC VOLTAGE
RANGE:
_42ypC TO -SBVDC
POWER CONSUMPTION:
655W (12A AT-54.6VDC) NAXIMUM
325W (6A AT-54.6VDC) NORMAL OPERATION
2'-Dj"f t
H H
I � I I
FROM NEW SIDE VIEW
H H
77
HEX DMENSXM
NOTE: THE HEX LENGTH AND HEIGHT DIMENSIONS ARE MEASURED FROM
WIDTH: 9.946" THE INSIDE OF EACH EDGE RADIUS
HEIGHT: 26.7
67
�
LENGTH:
21.125"
PROPOSED AIRSCALE RRH 4T4R B5 160W AHCA DETAIL
A-] SCALE: N75
.. ... .., . - .......
--1i
- ..—
CI-4
_ .. .. rh. ilL tlW kdidkxt
EOYA640,n
•. ....• .. [+i IEC.4N4L1l--
WIeRtM29l�
. ,, r� .. - •:��tIU Tr. �ett[er 5cl tpalpw
t[ ..
+,=fir _DCWAp N.II[M)f2Yl
'i019D
'•sVop. tNN.tppnR�tIMW
i09Y
wppweNnlwmE'yE
MD1'
- NRxlle type sArya fNKsie■epnl
aSY1HY
v�i.rCo+Ekn.: Ityled Wd a[V a Mwe
w..bl..l
r�
_
Ge+Neam>reWY[Gep�4eeNnl Wm4p
_�cN.,d...a.+n
On— 4q 2M...!1. SB vk.. 121 AWG S[ 914t-
[m�wmwe+Nn[T.nn.,yBgeYrWN+n
nTY9Ne .I4ANtAYw-. !T�iv�nwl
.Yr�.un .Ilva4AWr, � m Yx e++1
� —crrA..a lDc a>
��cN-yr cTOI.. � I+=I
WaM 1se.90 YR'S
PROPOSED DC12-48-60-0-25E DETAIL
� SCALE: NTS
AT&T
gsmartlink
.A- Try lon
. r .
1825 W. WALNUT HILL LANE. SUITE 120
IRNNG, TEXAS 75038
1-855-889-5421
't�gHnx w,4yc
6oF
�k/�,
wed rg p
Aug 31 2020
S'r/ANAL GNP
ORNNNG SCKES56E
pNiE iN[EHIMS fiM 11'x1T
NIED NfDW qlY.
SUBMITTALS
REV DATE DESCRIPTION BY
A os/ta/x aox m
9 9!/2V/29 Spa m
5 0G/1Y/YO IORf m
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
RtUIVI
��H++ARRnnISO��NFF
SIT��,ryT�RE38: 202
9617 FIRDALE-AV.ENSIE•..,.
SHEEP DESCRIPTION
EQUIPMENT DETAILS
SHEET No.
A-7
W-s�4
x
`xjT If0 1P1
BLOT 11 a 28;IN1
Ic,:3i 1].78j
14015 51J
_. ._
.EARTH
CAN 4.7.lW)1[
8.
f9
L a $
3i9><x5a><288nllnJ u31,E to.fy k ta_4rp
n`,w„uap. rr: o. w
w.g1n
:o-'ap[ rs tee
FYd.N
Pe.Mq [IM PsY INAL TGSS]
Can.wclu.
i,]I1P {ij • 8 %ry+bd+
Ypppfq
PEwlwti urm*m evo9 w1m two nplr chwrW fa 4}1M di, vow
DBCO135F3V92-1
COMBINERS DETAIL
ePROPOSED
A-8 �; f4IS
Tw,.fw
M11287 9 1298
9N2
PAM
�n $124-mwwq ,.n7f+98.8 .0
�negx-eaf r+m..na f85l-pm Wn
...� �.,
reel»EyfB N81
vpex..farta p9
snr.1
Pui[»Pyr,Y
pel
aW
r,2�aa-aG6 [uo rez4_9m �e1
9pNN
peo8.,,
Q11
w
. am r. can
-
erx oe.+r
r,e 1 e tulle x
noemmrmalmm 1mq
Ae6rNnee �nr.,•i •i
A9Aaww
1po . -.2
Pat 2 Pw1
Erp1.f0 �E0.x.
aw
0. +BR5 .wiw
1Mnhv
II—I`I
wam.. wwnnsprrat,Na8 0a+5 drna,
A..1 m9Nmriq ww. rdaea aallonl
WNpf
Ikplel
1r�. LN.[25i5+l Oeucu UrSA 111.a2
rapAglCr
I,-Pkt
[.I„r.,.saesrin8slMlHaTrpM.B.n rpN,p R,r y>SegB, An ,Aa7 e82yx11'r
ORwWuBrN rx C,
]tutu lq
Srry.U+t,S1r1r85x88510.8xx0.T,r].Tl+[C14�1/Ix 155s1'NSa+y SIBBxr5 Tt x65x
f.fr.>,a ra.rew. A.n>v NONREr� aww
ePROPOSED 782 11288 DIPLEXER DETAIL
A'8 SCALE: NTS
AT&T
gsmartlink
:: Trylon
1825 W. WALNUT HILL LANE. SUITE 120
IWNG, TEXTS 75038
1-855-889-5421
4�gHA-N
6oF wok/,
wed rg p
Aug 31 2020 `r P
a 9F 17R��tr
S'r/ANAL GNP
DING -ES ANE INTEN9E9 fDR 11 •x1T SUE
PRINIm MEDIA mar.
SUBMITTALS
REV DATE DESCRIPTION BY
A OS/w. YOI CO
9 ae/aH29 aox
5 Oe/tr/29 ,� m
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
RtUIVI
S�H+ARRRInISO�NF
SRC (jpb,,25: 2 02
9617 FIRDALE-AV.ENUI .--
SHEET DESCRIPTION
EQUIPMENT DETAILS
SHEET No.
A-8
x
(E) WOOD FENCE 70 -0'i
, (E) CONCRETE SLAB
(E) 4.0 CONDUIT
P
(N) (3) AT&T 8506ow)IM
� 1
µH-GFR m
NEW
(N) /6 AWG GREEN
WIRE PER MANUF
SPECIFIC I
Ai` J, ♦i,
(N) (1) ABIA IN SUBRACK 01
ANDR(1)K (I!)
(N) (BIL
IN
(EHE% DOOR
INSTALLED FOR COOLING
PURPOSES ON (E)
vmgi
FLEX16 CABINEF
(E) LTE CABINET
(E) CAPS ANTENNA
(E) FIBER SLACK BOX
j
I
(E) (COAX
\
CABLES
(4) DC CABLES
(2) FIBER CABLE A
i i
-- --
i
x�(E) ACCESS GATE
x
(E) UTILITY H—FRAME
(1) H—FRAME
(3) DBC01351
(E) HORIZONTAL
CABLE TRAY
/-�(N) (1) H—FRAME
(N) (1) RECTIFIER AND
(2) CONVERTERS
(E) 24V TE41
POWER PLANT
W/ (6)
RECTIFIERS AND
(6) CONVERTERS
(E) BATTERY CABINET
(E) 6.0 CONDUIT (TYP)
(E) ICE BRIDGE
I J �(E) UNITS CABINET
--- �U
[[E�� H—FRAME W/
L --- TELCO CABINET
LEGEND
■
EXOTHERMIC CONNECTION
COMPRESSION CONNECTION
NOTE.
0
ANTENNA GROUND BAR
- ALL NEW EQUIPMENT MUST BE GROUNDED TO GROUND RING OR
HALO PER AT&T SPECIFICATIONS.
LQ
MASTER GROUND BAR
- CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND
GROUNDING CONNECTIONS AS REQUIRED.
1 I T R ROUNDIN PLA
1 E-SCALE (11' X 177: 1/2' 1'-0'
(N) %6 AWG GREEN STRANDED WIRE PER
AMNUFAC UARENS SPECIFICATIONS
AT&T RRH (RRH4X25-WCS-4R)
(T1P. OF 1 PER SECTOR, TOTAL OF 3)
(TYP.
(E) AT&T RRH (AIRSCALE DUAL RRH 4T4R
B12/14 320W AHLBA)
(TYP. OF 1 PER SECTOR, TOTAL OF 3) C2
(E) AT&T ANTENNA (ACE - XXQLH-654L8H6-MVO
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
v
�'y.
C1
. 1
1
(E) AT&T SURGE SUPPRESSION DISTRIBUTION UNIT
(TOTAL 1) T
(E) AT&T RRH (ARSCALE DUAL RRH 4T4R
825/66 320W AHFIB)
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
(N) AT&T (KATNREM - 800372991)
Ellt„r.
�ANTENNA
OF 1 PER SECTOR, TOTAL OF 3)
(N) AT&T g LEXERSECTOR. 1OF
/
fq'
TOTAL 6)
(TYP. OF 2 PER RECTOR. TOTAL OF 8)
V�
(E) COAX ENTRY
(E) ROOFTOP STEALTH C
LEGEND
■
EXOTHERMIC CONNECTION
COMPRESSION CONNECTION
0
ANTENNA GROUND BAR
Q
MASTER GROUND BAR
2 NT N A IJOUNT 1' -ROU I
1 E-SCAE (11' X 17'): 1' 0'
00,
AT&T
gsmartlink
■
*Dimas Trylon
1825 W. WALNUT HILL LANE. SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
w,�C
4�SNw
we �2
Aug 31 2020
7966
S'r/ANAL AND
I—ING S—EE ARE aDEHDED fDR 11'rl7' SIZE
PRII— MEDIA 01—
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
-/IS/-
YW[ W
lIM
IS
ae/z4/m
IW)T m
NWt
o
ay2s/m
toot a
oar
SHEET DESCRIPTION
GROUNDING PLAN
SHEET IN
E-1
DIRECTION O BOND TO TURN m
SHORTEST DISTN,CE m MGB
GRMEN INS 1= STRANDED
COPPER YARE (UNR BDND)
LOAfI GRWNOING KITS
MTC 0)8�5x 14
11TC B)8]20 - 20'
P IBLE CONDUT
TWO HOIE LONG BARREL
Cd.PRLS510N LUR
1. DO NOT INSdLL CABIE GROUND KR AT A BF1D I!a ALWAYS DBEs CRWND
wEa. DOAW ro dw11N0 BW
2. CAdMdNG KR BE ANd+EW wREdlax,0 TYPE qT WIM 1W0-KdE mJ. WFAl1EA PROOFlwNG SHALL BE ANDREW 1W0-PIRf THE wPPMfD 1YIIH pf.
CIXD SHSNK SNNL NOT BE USED
m Low NOISE AAIPUDm UNITS m TRANSIIR
(L" Ml1fH RMUIREO) MD MPEMIM
y(�E ANIEyN11�EM IIy��\�-Iyy(�Iy�
RXt/WIO I I I I IRK+/IOQ ('�
(N) COPPER
GROUND BUS 81R
(N) I/Y tart
DARO OROUNdNG KM.
OETNL T ON — —
Nm CN11E m am M
GRADE TAH PARE / 35161&
ANTENNA HDUM WILL
OEIERLIINE NUMBER OF
G NG BARS AND
THEIR
LOCAMIKIN
LOCNIYASWA, TIP. T WA9ER. TYP.
NUT, P.
STNNIE53 1V10 IKKE 1/2'Kt 1/2' IIX BOLT
SEd COPPER
COMPRESSION
ERMINA
p GR ND 8W GROUND flW
GRgMDING WIRE
DEPOSED BWE COPPER ro
OROUNDNO TO MI ABSOLUTE
CIBLE MINIMUM.MUM. NO INSULAOON
B E NIN
—ESSTHE �-q COMPRIO0 N IEAMINAL TYP
Ham
I. T1011BI1,0 UP' OR 'STAMW OE CdINE011d6 B NDT PFNWIiIm.
2 DIODE NIIBdNO COIPdWID m BE IREO AT ALL IOGlI0N6 AIL m eE NSUEO INIKWt TD AOM10 141161M/AE
o.5m 00000
\7) 00000 (TO
3.SW QQQ QQ QQ QQ
AOOD—
.55L (8)
x0. R4,5M4 IraluTaR •NJ]A (5e)
iOWIIV BRACING NpIBER VA VFW. NWOER M MPR D EOWL
AT&T
gsmartlink
■
Try I o n
1825 W. WALNUT HILL LANE. SUITE 120
IRNNG, TEK ]5038
1-855-669-5421
w,,�,c
4�SNnx
6OF NlASy/�C
R
we T�2
Aug 31 2020
17R���
S'r/ONAL VP
—ING SCKES �IME�ED� 11'�IT SIZE
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
05/13/W
OOR W
W
05/24/m
90W W
0
0"/m
t00W W
GOP
8 ANTENNA 12" GROUND BAR DETAIL
SITE INFORMATION
SITE ID:
WA6272
RFDS NAME:
ffiE 6�
ffiE�MILEROE
IV
0 0
HARRISON
»xe
mE c ME GL LUG
MD
s�$qApb: 202
96 EDIFMPIF�RVIS [)
c
>u��
ME NYS
PE RR
SHEET DESCRIPTION
GROUNDING DETAILS
11�EPD
SHEET No.
E-2
9 —I—
ELD T1PES
Ant Fos 1
r I -AL
..�'19a4Aj5aG.n••... uTc
Pwll�yR1�4S{yiS�0. p7 ]yy7�1]g.µ�g.�T 1• pW1 ry�l}}�Q{7��ii BlI
Sl61lf1PGf• � 1AtY>t rx%lhA
I
Hatch Plate
35"WYM
Low�� pp}I {T4R RS 71P'>,7
r
I
Pnwor P7aae
UMTS
(�T1PLUMBING DIAGRAM FOR ALL SECTORS
RF-1 SCALE: NTS
AT&T
gsmartlink
Try I o n
1825 W. WALNUT HILL IANE. SUITE 120
IWNG, ME 75038
1-855-669-5Q1
w,�c
4�SN w
60F NlASy/�C
R
we T�2
Aug 31 2020
57966
S'r/ONAt SNP
-ING SCLLES ORE INIEMFD FOR 11'.Ir SRE
PRIMED NEW. OILY.
SUBMITTALS
REV
DATE
DESCRIPTION
BY
A
05/13/W
90R W
.
O"/'N
9CR a
D
0"/-
tan>< W
OOP
SHEET DESCRIPTION
PLUMBING DIAGRAM
SHEET No.
RF-1