Plans SW HALL & DURHAM T . .Mobile m
r16580 SW 85TH AVE. RECEIVED
@ , OR 97224
9 2015
JUN
SITE ID: P001263AC,-yOFTIGARDCASCADIA PNA
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CONSTRUCTION DRAWINGS *C E NATE RIUN E
PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX
THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME: SW HALL&DURHAM APPLICANT SHEET DESCRIPTION
SITE ID: P001263A T-MOBILE T1.0TITLE SHEET
1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED SITE ADDRESS: 16580 SW 85TH AVE. 8960 NE ALDERWOOD RD GN1.0 GENERAL NOTES
TELECOMMUNICATIONS FACILITY. TIGARD,OR 97224 PORTLAND,OR 97220
A1.0 OVERALL SITE PLAN
MODIFICATIONS TO BUILDING INCLUDE: ALPHA SECTOR LATITUDE. 45°24'08.0"N(45.402222°) PROPERTY OWNER
ALPHA SECTOR LONGITUDE: 122°45'46.9"W(122.763028°) CLEAN WATER SERVICES A2.0 ENLARGED EQUIPMENT PLAN
BETAIGAMMA SECTOR LATITUDE: 45°24'07.7"N(45.402139°) 2550 SW HILLSBORO HWY.
' REMOVAL OF(3)EXISTING PANEL ANTENNAS A3.0 ELEVATIONS
ADDITION OF(3)NEW PANEL ANTENNAS BETA/GAMMA SECTOR LONGITUDE: 122°45'46.9"W(122.763028°) HILLSBORO,OR 97123 O PRpE.
" ADDITION OF(3)REMOTE RADIO UNITS&CABLING A4.0 ANTENNA DETAILS&PLANS � ,<tLP��
SOURCE: 1A PROJECT CONSULTANT A5.0 ANTENNA&EQUIPMENT DETAILS \� �y1 N D
MODIFICATIONS TO GROUND EQUIPMENT INCLUDE: CASCADIA PM
5501 NE 109TH COURT,SUITE A-2 A6.0 CONSTRUCTION DETAILS O 72352
" ADDITION OF(1)NEW BASEBAND MODULE PARCEL NUMBER: 2S1136000600 VANCOUVER,WA 98662 RF1.0 RF DETAILS Q
ZONING CLASSIFICATION: MINERAL INTEREST EXEMPT JEFF COLANTINO X
JURISDICTION: CITY OF TIGARD PH:360.450.8697 LU
TOP OF(E)BUILDING: t 47'AGL OREGON Al
SITE ACQUISITION CONSULTANT
OCCUPANCY GROUP: U CASCADIA PM 9�� 412 jQOO c7V
PROJECT VICINITY & AERIAL MAPS CONSTRUCTION TYPE II-B 5501 NE 109TH COURT,SUITE A-2
VANCOUVER,WA 98662 U5j29j2�1 HER JA
ALICE BUTLER
PH:360.567.3784
ZONING&PERMITTING CONSULTANT
CASCADIA PM I CPM PROJECT NO.: 8601
5501 NE 109TH COURT,SUITE A-2
u - VANCOUVER,WA 98662 PRELIMINARY
NOAH GRODZIN NO. DATE DIC DESCRIPTION
15.63° PH:971.285.6645
0 03-30-15 CLIMS 90%CD REVIEW
- - _ «• N RF ENGINEER 1 05-12-15 MS/GS CLIENT COMMENT
®
TN M 2 05-29-15 EG/MS 1A REVISION
N PROJECT T-MOBILE
LOCATION 8960 NE ALDERWOOD RD SUBMITTAL
PORTLAND.OR 97220
W E GEORGEAPATACHIOAE
NO. DATE D/C DESCRIPTION
0 05-29-15 EG/MS BP SUBMITTAL
S ENGINEER OF RECORD Know what's below.
PROJECT CENTERLINE SOLUTIONS
LOCATION 16360 TABLE MOUNTAIN PARKWAY Call before you dig.
nu-yws GOLDEN,CO 80403 SITE NAME:
KHRISTOPHER SCOTT,P.E.,LEED AP SW HALL &
' PH:303.993.3293 THE INFORMATION CONTAINED IN THIS SET
OF DOCUMENTS IS PROPRIETARY BY
=+w NATURE.ANY USE OR DISCLOSURE OTHER DURHAM
THAN THAT WHICH RELATES TO T-MOBILE SITE ID:
SERVICES IS STRICTLY PROHIBITED.
DRIVING DIRECTIONS GOVERNING CODES P001263A
IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL SITE ADDRESS:
FROM T-MOBILE PORTLAND OFFICE: AMENDMENTS SIGN OFF OF FINAL CONSTRUCTION DRAWINGS
16580 SW 85TH AVE
1022D AVE(2.7 MI) NEC-2008,NATIONAL ELECTRICAL CODE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH TIGARD,OR 97224
AND NE 102N
1. GET ON .S.30(2FROM NE ALDERWOOD RD,NE 105TH AVE REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
2. FOLLOW I-84/U.S.30 WAND I-5 S TO SW UPPER BOONES FERRY A.D.A.COMPLIANCE CONSULTANT SIGNATURE DATE SHEET TITLE
INSTALLATION IS UNMANNED AND NOT FOR HUMAN
RD IN TIGARD.TAKE EXIT 291 FROM 1-5 S(16.6 MI) HABITATION.HANDICAP ACCESS IS NOT REQUIRED SITE ACQUISITION
3. TURN RIGHT ONTO SW UPPER BOONES FERRY RD(0.2 MI) PER A.D.A. PERMITTING CONSULTANT TITLE
4. TURN LEFT TO STAY ON SW UPPER BOONES FERRY RD(0.3 MI) RF ENGINEER: SHEET
5. TURN RIGHT ONTO SW DURHAM RD(0.6 MI)
CONST.MNGR.:ADAM SPRAGUE
6. TURN LEFT ONTO SW 85TH AVE(0.2 MI)
- OPS MNGR.:SCOTT WINECOFF
SHEET NO.
ESTIMATED DISTANCE: 20.6 MILES PROJECT MNGR.
ESTIMATED TIME: 29 MINUTES REGULATORY REV.:JAMIE ALFARO
DEV.MNGR.:MATHEW TAUNTON ■
GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS T ■ -Mobile-,
1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM
INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. AWG AMERICAN WIRE GAUGE MECH MECHANICAL
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER
3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE %*,�
FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER
WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, CASCADIA PM
DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM
INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. Pwkie■Program MaWme■t
4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING M7L METAL
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METAUZE(D) M C E N T E R L I N E
LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND. sewT O"$
INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALLA&--W KteieaMeMwdtr
CAB CABINET MW MICROWAVE
6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE
COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC ARCHITECT/ENGINEER.
AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT
SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO
SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE
REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING co COPPER N/A NOT APPLICABLE
CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL
TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER
UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND
WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER
8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-Al OBC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS O7 OVERHEAD FIBER `pr REO PRppFss
FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE NF,, �O
CPM CASCADIA PM OPP OPPOSITE C7
SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. c0 Q� e .9 y�
9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE DIC DRAFTER/CHECKER PL PROPERTY LINE O 72352
WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES X
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYwD PLYwooD W
10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION
TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER OREGON
THE WORK.
9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT �� x/12 j2O� �V
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY 05/29/201 HER SAM
THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR DTL DETAIL PT PRESSURE TREATED
LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL.PLYWOOD,CEILING PANELS,
ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING
12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS. CPM PROJECT NO.: 8601
RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION. EA EACH ROW RIGHT OF WAY
IN CLEAN CONDITION AND FREE FROM PAINT SPOTS.DUST OR SMUDGES OF ANY NATURE.
A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY
13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. NO. DATE D/C DESCRIPTION
PROJECT COMPLETION.
ELEV ELEVATION REQ REQUIRED _LL03-30-15 ICUMS 90%CD REVIEW
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, EQ EQUAL SBTC SOLID BARE TINNED COPPER 1 05-12-15 MS/GS CLIENT COMMENT
14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE 2 1 05-29-15 IFGIMSI 1A REVISION
OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION.THEN,IF UNCORRECTED.TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET
DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL
15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SH7 SHEET NO. DATE D/C DESCRIPTION
C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 05-29-15 EG/MS BP SUBMITTAL
16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION
SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE
EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SO SQUARE
17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL SITE NAME:
MATCH EXISTING. GA GAUGE STL STEEL S p
SL
STANDARD STRUCTURAL STEEL NOTES: SW HALL
18 ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN ASSUMED TO BE IN GOOD CONDITION,FREES OF DAMAGE IORU ETEREORATION.RBED,UNO. TCONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM ING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL DURHAM
ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY EOR IF ANY A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE ID:
DAMAGE,DETEREORATION,OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE
DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY P001263A
SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH SITE ADDRESS:
1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER GRND GROUND TNND TINNED 16580 SW 85TH AVE
INSPECTOR. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. TIGARD,OR 97224
HVAC HEATING,VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE
4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND
2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND
STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED, STANDARD CUT WASHERS. SHEET TITLE
3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BEHT HEIGHT UNO UNLESS NOTED OTHERVMSE
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/81,DIA GENERAL
INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER
6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B.
ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES
4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED
IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD
DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND
FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL SHEET NO.
5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: INT INTERIOR WP WATERPROOF G N 1 ■0
WORKMANSHIP PROVISIONS.
SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN A. CONTINUOUS DURING THE INSTALLATION EXPANSION AND/OR ADHESIVE ANCHORS INSPECT
CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. JBOX JUNCTION BOX W/ WITH
B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325).
LB(5) POUND(S) W/O WITHOUT
DRAWING LEGEND :1: • .mobile■
SUBJECT PROPERTY LINE
- --- -- - ADJACENT PROPERTY LINE
COAX COAX ROUTE
HYBRID HYBRID CABLE ROUTE
........ EXISTING FENCE
INGRESS/EGRESS X
FROM SW 85TH AVE. XXX ELEVATION MARKER CA$CAD IA PM
yj Preem"PMrem Plaeetetnnt
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*CENTERLINE
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COMMON ABBREVIATIONS
(E) EXISTING
(N) NEW ABBREVIATIONS CONTINUED
(TYP) TYPICAL ON SHEET GN1.0
NOTE:
SITE PLAN DERIVED FROM:EXISTING DRAWINGS,GIS,AERIAL
IMAGES AND SITE PHOTOS.
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(E)BUILDING(TYP) CPM PROJECT NO.: 8601
PRELIMINARY
NO. DATE D/C DESCRIPTION
(E)WATERTANK 0 03-30-15 CUMS 90%CD REVIEW
T-MOBILE PROJECT AREA 1 05-12-15 IMS/GSI CLIENT COMMENT
SEE SHEET A2.0 2 05-29-151EG/MSI 1A REVISION
SUBMITTAL
'
NO.1 DATE I D/C DESCRIPTION
S
1 0 05-29-15 EG/MBP SUBMITTAL
1 1
1 1
1 1 1&2
1 1
1 1 A3.0 SITE NAME:
(E)T-MOBILE EQUIPMENT SW HALL &
CABINETS MOUNTED TO
STEEL PLATFORM 1 j DURHAM
1 1
SITE ID:
-- ---- --' P001263A
SITE ADDRESS:
16580 SW 85TH AVE
TIGARD,OR 97224
SHEET TITLE
15.63 OVERALL
TN MN SITE PLAN
W E
SHEET NO.
S A1 .0
SCALE:1"=10'-0"(11X17) 0' 5' 10' 20'
1 OVERALL SITE PLAN rSCALE 1"=5'-0"(22X34)
(E)TadOBILE ICE-BRIDGE(TYP)TO REMAIN 1 -1.T1Vbi1e
(E)T-MOBILE FCOA CABINET TO REMAIN
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(E)T-MOBILE PURCELL CABINET TO REMAIN
(E)T-MOBILE ULTRASITE CABINET TO REMAIN ��
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_ 05/29/201
SCALE:3l8”=1'-0"(22X34)
CPM PROJECT NO.: 8601
(E)T-MOBILE ICE-BRIDGE(TYP)TO REMAIN PRELIMINARY
NO. DATE DIC DESCRIPTION
0 03-30-15 ICUMS 90%CD REVIEW
(E)T-MOBILE FCOA CABINET TO REMAIN
1 05-12-15 MS/GS CLIENT COMMENT
(N)T-MOBILE FBBC MODULE INSTALLED IN(E)FCOA CABINET 2 05-29-15'F'/MSI 1A REVISION
SUBMITTAL
NO. DATE D/C DESCRIPTION
__._. 0 05-29-15 EG/MS BP SUBMITTAL
(E)BUILDING TO REMAIN SITE NAME:
SW HALL &
(E)T-MOBILE H-FRAME WITH METER DURHAM
— � BASE AND UTILITY CABINETS TO REMAIN SITE ID:
P001263A
(E)T-MOBILE PURCELL CABINET TO REMAIN SITE ADDRESS:
16580 SW 85TH AVE
(E)T-MOBILE ULTRASITE CABINET TO REMAIN TIGARD,OR 97224
SHEET TITLE
15.63- ENLARGED
(E)T-MOBILE COVP AT EQUIP. N EQUIPMENT PLAN
(TYP.OF 3)TO REMAIN
TN MN
W E
SHEET NO.
S A2.0
2 (N) ENLARGED EQUIPMENT PLAN SCALE 3/16"=1'-0"(11X17) 0' S' 10'
SCALE:3/8"=1'-0"(22X34)
(E)OTHER CARRIER PANEL (E)T-MOBILE TMA MOUNTED ON(E)PIPE(TYP (E)T-MOBILE PANEL ANTENNA T -Mobile-,
ANTENNAS(TYP) OF 2 PER SECTOR.TOTAL OF 6)TO REMAIN (TYP OF 3)TO BE REMOVED
(E)T-MOBILE EQUIPMENT (E)T-MOBILE PANEL ANTENNA
• E T�uIOBILE ANTENNA TIP HEIGHT BETA CABINETS MOUNTED TO (TYP OF 6)TO REMAIN
59.4' STEEL PLATFORM , (E)Tav10BILE ANTENNA TIP HEIGHT(ALPHA) ti
59.7'
oE T-MOBILE ANTENNA RAD CENTER BETA E T-MOBILE ANTENNA RAD CENTER ALPHA
56.9' 57.2'
l CASCADIA PM
* Fmism Pmram Mayefieet
(E)TOP OF PARAPET ti
47.0'
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(E)T-MOBILE FXFB(RRU)MOUNTED (E)T-MOBILE FRIG(RRU)MOUNTED
ON(E)UNISTRUT(TYP OF 1 PER ON(E)PIPE(TYP OF 1 PER SECTOR,
(E)GAMMA T-MOBILE ANTENNA TIP HEIGHT:59.1' SECTOR,TOTAL OF 3)TO REMAIN TOTAL OF 3)TO REMAIN
(E)GAMMA T-MOBILE ANTENNA RAD CENTER:56.6'
(E)T-MOBILE COVP MOUNTED ON
(E)UNISTRUT(TYP OF 1 PER
SECTOR,TOTAL OF 3)TO REMAIN
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1 EXISTING EAST ELEVATION SCALE:1/16"=1'-0"(11X17) 0' 6' 16' 32'
05/29/201T�pHER JAN'��
SCALE:1/8"=1'-0"(22X34)
(E)OTHER CARRIER PANEL (E)T-MOBILE TMA MOUNTED ON(E)PIPE(TYP (E)T-MOBILE PANEL ANTENNA (N)T-MOBILE PANEL ANTENNAS(TYP OF 1 PER SECTOR, CPM PROJECT NO.: 8601
ANTENNAS(TYP) OF 2 PER SECTOR,TOTAL OF 6)TO REMAIN (TYP OF 3)TO BE REMOVED TOTAL OF 3)MOUNTED ON(E)PIPE MOUNT,SUITABILITY OF PRELIMINARY
PLATFORM/MOUNT FOR FINAL LOADING CONFIGURATION
(E)T-MOBILE EQUIPMENT (E)T-MOBILE PANEL ANTENNA TO BE VERIFIED BY OTHERS PRIOR TO INSTALLATION N0. DATE DIC DESCRIPTION
0 03-30-15
N & E T-MOBILE ANTENNA TIP HEIGHT BETA CABINETS MOUNTED TO (TYP OF 6)TO REMAIN CL/MS 90 E T REVIEW
(N)&(E)T-MOBILE ANTENNA TIP HEIGHT(ALPHA) ti 1 05-12-15 MS/GS CLIENT COMMENT
89 q� STEEL PLATFORM n 597 2 05-29-15 EG/MS 1A REVISION
oE T-MOBILE ANTENNA RAD CENTER BETA E T MOBILE ANTENNA RAD CENTER ALPHA SUBMII fAL
56.9' 57.2'
N T-MOBILE ANTENNA RAD CENTER BETA -- - N T-MOBILE ANTENNA RAD CENTER ALPHA NO. DATE D/C DESCRIPTION
55.4'
LI
55.7' 0 05-29-15 EG/MS BP SUBMITTAL
(E)TOP OF PARAPET A
147.0'
(E)BUILDING _ _
SITE NAME:
SW HALL &
(E)T-MOBILE FXFB(RRU)MOUNTED (E)T-MOBILE FRIG(RRU)MOUNTED DURHAM
ON(E)UNISTRUT(TYP OF 1 PER ON(E)PIPE(TYP OF 1 PER SECTOR, NOTES: SITE ID:
(E)AND(N)GAMMA T-MOBILE ANTENNA TIP HEIGHT:59.1' SECTOR,TOTAL OF 3)TO REMAIN TOTAL OF 3)TO REMAIN
(E)GAMMAT-MOBILE ANTENNA RAD CENTER:56.6' • IF REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH P001263A
(N)GAMMA T-MOBILE ANTENNA RAD CENTER:55.1' N T-MOBILE FRLB(RRU)MOUNTED THE EXISTING STRUCTURE WITH NON-REFLECTIVE PAINT AS REQ'D.CONTRACTOR
(E)UNISTRRUTUT(TYP OF 1 PER BEHIND ANTENNA ON(E)PIPE MOUNT
(E)T-MOBILE MOUNTED ON ( ) TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. SITE ADDRESS:
PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY
SECTOR,TOTAL OF 3)TO REMAIN (TYP OF 1 PER SECTOR.TOTAL OF 3) CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE 16580 SW 85TH AVE
EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. TIGARD,OR 97224
. NEW ANTENNAS SHALL NOT EXCEED EXISTING TIP HEIGHT U.N.O.
. RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE.
. ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE 8 CLEAR OF SHEET TITLE
MOUNTS,EQUIPMENT,ETC.
ELEVATIONS
SHEET NO.
E GRADE 0.0'AGL A3.0
SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32'
2 FINAL EAST ELEVATION SCALE 1/8"=1'-0"(22X34)
ANTENNA SCHEDULE - FINAL CONFIGURATION T ' 'mobile■.
DIMENSIONS WEIGHT
SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT D o
(L x W x D) (LBS) (E)T-MOBILE PANEL ANTENNA � .n
(TYP OF 3)TO BE REMOVED x rni (E)T-MOBILE PANEL ANTENNA
x ni ^� x a
x
Al EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 x¢ x m< (TYP OF 6)TO REMAIN
�= fx
A2 NEW COMMSCOPE SBNH-1D65C-V1 QUAD 96.0"x 11.9"x 7.1" 49.6 r a r a W a
ALPHA -w Q w Q
A3 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 ... - CASCADIA P&A
F T Prechm Pro=nm Maawmeat
81 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 (E)T-MOBILE FRIG(RRU)MOUNTED
82 NEW COMMSCOPE SBNH-1D65C-V1 QUAD 96.0"x 11.9"x 7.1" 49.6 �,M ON(E)PIPE(TYP OF 1 PER SECTOR, � *CENTERLINE
BETA ��y-\ra -- TOTAL OF 3)TO REMAIN
Nt
B3 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 '(�`MPPy -- - _ ACw7
dV14taimAWmcda
GPS
C1 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 -
C2 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0"x 11.9"x 6.3" 34.6 6F A
GAMMA Tq eI6
C3 NEW COMMSCOPE SBNH-1D65C-V1 QUAD 96.0"x 11.9"x 7.1" 49.6
(E)T MOUNTED
y16pEOUNISTRU TE
(TYP OF 1 PER
-L-16,z
SECTOR,TOTAL OF 3)TO REMAIN
M
*TOWER - FINAL EQUIPMENT INVENTORY GP (E)T-MOBILE FXFB(RRU)MOUNTED
ON(E)UNISTRUT(TYP OF 1 PER `r RSD PROFF
SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS WEIGHT SECTOR,TOTAL OF 3)TO REMAIN e�cT M �5�� I N SS�o
(L X W X D) (LBS) �T-9�e-�- 15.63°
REMOVE(E) (3) ANTENNA ANDREW TMBX-6516-R2M 59.0"x 6.6"x 3.3" (11.2) �y2�` (E)T-MOBILE TMA MOUNTED ON(E) �°�5�6 N 72352 9
by1 A5 PIPE(TYP OF 2 PER SECTOR,TOTAL
(E)TO REMAIN (6) ANTENNA ANDREW TMBXX-6516-R2M 59.0"x 11.9"x 6.3" 34.6 ,1Mg'��-� OF 6)TO REMAIN TN MN W
(E)TO REMAIN (3) RRU NOKIA FRIG 23.8"x 17.2"x 7.5" 59.9 GPM�P yy E OREGON
(E)TO REMAIN (3) RRU NOKIA FXFB 19.3"x 22.0"x 5.2" 55.0
(E)TO REMAIN (3) COVP RAYCAP CR100-1076R06 20.2"x 19.0"x 7.0" 15.0 S 05/29/201 OpyER JAMS
(E)TO REMAIN (6) TMA COMMSCOPE ETW20OVS12U8 7.7�x 6.3"x 3.1" 11.0 SCALE:NTS(11X17)
(El 5S08P80-TWIN AWS) 2 EXISTING ANTENNA PLAN SCALE:NTS(22X34)
ADD(N) (3) ANTENNA COMMSCOPE SBNH-1D65C-V1 96.0"x 11.9"x 7.1" 49.6
CPM PROJECT NO.: 8601
ADD(N) (3) RRU NOKIA FRLB 15.75"x 15.75"x 5.9" 59.5
PRELIMINARY
f NO. DATE D/C DESCRIPTION
*GROUND - FINAL EQUIPMENT INVENTORY (N)TMOBILEPANEL ANTENNAS(TYP OFI tj 0 03-30-15 CL/MS 90%CID REVIEW
PER SECTOR,TOTAL OF 3)MOUNTED ON o o ,� 1 05-12-15 MS/GS CLIENT COMMENT
SCOPE QTY. TECHNOLOGY MNFR. MODEL (E)PIPE MOUNT;SUITABILITY OF
14 ° 2 05-29-15 EG/MS 1A REVISION
DIMENSIONS WEIGHT x ni (E)T�IOBILE PANEL ANTENNA
PLATFORM/MOUNT FOR FINAL LOADING x N = x
(L X W X D) (LBS) CONFIGURATION TO BE VERIFIED BY m a co a m a (TYP OF 6)TO REMAIN SUBMITTAL
m
OTHERS PRIOR TO INSTALLATION i a F-a
(E)TO REMAIN (3) COVP RAYCAP RNSNDC-7771-PF-08 18.85"x 16.08"x 5.83" 19.0 r a Z w N0. DATE D/C DESCRIPTION
-w¢ ¢ ¢ I 0 OS-29-15 EG/MS BP SUBMITTAL
OBILE FRIG(RRU)MOUNTED FTq���S SITE NAME:
J1 ON(E)PIPE(TYP OF 1 PER SECTOR, SW HALL &
gNN.106y2 5 - TOTAL OF 3)TO REMAIN _ M DURHAM
N s Pte'
GPMM SITE ID:
(N)T-MOBILE FRLB(RRU)MOUNTED POO 1263A
" -- BEHIND ANTENNA ON(E)PIPE MOUNT
(TYP OF 1 PER SECTOR,TOTAL OF 3) 1 SITE ADDRESS:
� Fj eFT,9 e�yh, 16580 SW 85TH AVE
\vim �`�OSS TIGARD,OR 97224
THE"TOWER"AND"GROUND"REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET PZM (E)T-MOBILE COVP MOUNTED ON
AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. ��g1 Pyc1ZAy (E) NISTUT SECTORUTOTAL OF(TYP OF 1 PER
3)TO REMAIN SHEET TITLE
GROUND EQUIPMENT NOTE: GPMMP
NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET(QUANTITIES MAY VARY).ALL OTHER BASEBAND MODULES ARE ASSUMED TO 15.63° ANTENNA
BE EXISTING. (E)ON EBIUN STRU(RRU)MOUNTED
OF NPER N
• REFERENCE ANTENNA NOTES: SECTOR,TOTAL T 3)TOREMAIN F DETAILS & PLANS
• CONTRACTOR SHALLL VERIFY FINAL ANTENERS MANUAL FOR NA(AZIMUTHS W/CLON AND IIENT REPRESENG INTATIVE PRIOR TO COMMENCING INSTALLATION. 6y16"ON FOR AMPLIFIER IF REQUIRED. R?� BFTT,y7 TN MN
• PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. 0�'� Zqy
• IF REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON-REFLECTNE ��P.PT" (E)T-MOBILE TMA MOUNTED ON(E) `7 76 w-
E
PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. 6P'�� PIPE(TYP OF 2 PER SECTOR,TOTAL ?S°�?,� SHEET NO.
• RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. OF 6)TO REMAIN S
1 ANTENNA AND ANCILLARY EQUIPMENT SCALE NTS(11 X17) 3 FINAL ANTENNA PLAN SCALE:NTS(11X17)
A4.0
SCALE:NTS(22X34)
SCALE:NTS(22X34) ,
T� TOP T . .Mobile.,
JWIDTH
EPTH WIDTH
DEPTH CASADIA P
PrKisba Ho=ram Mnat"ri of
«CENTERLINE
SOL.1 OPS
Ad'W"ig KSv1w Neriw ft
2
= FRONT w
SIDE
FRONT SDE x
w
x
ca E.0 ppo'cp
_ppp
ANTENNA DATA
NSN FRLB LTE 7001 BAND 12(REMOTE RADIO UNM M ���� p kq
MECHANICAL SPECIFICATIONS HEIGHT: 15.75" 72352
MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT WIDTH: 15.75" X
COMMSCOPE 96.0 IN 11.9 IN 7.1 IN 49.6 LBS DEPTH 5LJJ
WEIGHT: 59.9.52 LBS
PART# CONNECTORS STANDARD MOUNTING HARDWARE OREGON
SBNH-1D65C-V1 (4)7-16 DIN FEMALE INCLUDED 1/ COV
SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) R JAM��'
1 ANTENNA DETAIL 2 FRLB (RRU) DETAIL 3 NOT USED os/zs/2a�
SCALE:NTS(22X34) SCALE:NTS(22X34) SCALE:NTS(22X34)
CPM PROJECT NO.: 8601
PRELIMINARY
NO. DATE D/C DESCRIPTION
0 03-30-15 CL/MS 90/.CD REVIEW
1 05-12-15 MS/GS CLIENT COMMENT
2 05-29-15 IEGtMS1 1A REVISION
SUBMITTAL
NO. DATE D/C DESCRIPTION
0 05-29 EG/
-15 MS PSUUBMITTAL
SITE NAME:
SW HALL &
DURHAM
SITE ID:
P001263A
SITE ADDRESS:
16580 SW 85TH AVE
TIGARD,OR 97224
SHEET TITLE
ANTENNA AND
EQUIPMENT
DETAILS
SHEET NO.
SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17)
A5.0
4 NOT USED SCALE NTS(22X34) 5 NOT USED SCALE NTS(22X34) 6 NOT USED SCALE NTS(22X34) 7 NOT USED SCALE NTS(22X34)
NES: T -Mobile ,
(E)2-3/8"O.D.MIN.ANTENNA PIPE SUITABILITY OF PLATFORM/MOUNT(S)FOR FINAL
• MOUNT(REPLACE W/LONGER PIPE TO LOADING CONFIGURATION TO BE VERIFIED BY OTHERS
ACCOMMODATE ANCILLARY EQUIP. PRIOR TO INSTALLATION.
INSTALLATION IF NECESSARY)
NO WORK SHALL COMMENCE WITHOUT THE
(N)ANTENNA MOUNT WITH APPROVED STRUCTURAL TOWER/ANTENNA/MOUNT
ANALYSIS REPORT(SIGNED AND SEALED)TO BE
MECHANICAL DOWN TILT PROVIDED UNDER SEPARATE COVER.CONTRACTOR
PRIOR TO CONSTRUCTION SHALL REVIEW THE
APPROVED TOWER/ANTENNA/MOUNT ANALYSIS
REPORT SUPPLIED BY T-MOBILE AND MODIFY,IF CASCAD IA PM
REQUIRED,ALL APPLICABLE MEMBERS AS INDICATED
(N)T-MOBILE ANTENNA-SEE 1/A4.0 IN CERTIFIED STRUCTURAL REPORT PRIOR TO ►recnroa►eolnm Ma.yemeu
INSTALLATION ON STRUCTURE.
*CENTERLINE
so"' "s
'fig 14SWwAM�wAs
(E)PARAPET
(N)T-MOBILE FRLB-SEE 1/A4.0
(E)ROOFTOP
O PRpF�ss
w�\�
IN
i02�
72352CL
9
x
w
OREGON
• 9� 1/121203 V
1 EQUIPMENT MOUNTING DETAIL SCALE:NTS(11X17) SCALE:NTS(11X17) �r�'°HFR JAN'���
SCALE NTS(22X34) 2 NOT USED SCALE:NTS(22X34) 05/29/201
CPM PROJECT NO.: 8601
PRELIMINARY
N0. DATE DC DESCRIPTION
003-302-15 CUMS 90%CD REVIEW
1 OS-1 -15 MS/GS CLIENT COMMENT
2 05-29-15 EG/MS 1A REVISION
SUBMITTAL
NO. DATE DIC DESCRIPTION
0 05-29-15 EG/MS BP SUBMITTAL
SITE NAME:
SW HALL &
DURHAM
SITE ID:
P001263A
SITE ADDRESS:
16580 SW 85TH AVE
TIGARD,OR 97224
SHEET TITLE
• CONSTRUCTION
DETAILS
SHEET NO.
3 NOT USED SCALE NTS(11X17) 4 NOT USED SCALE NTS(11 X17)
A6.0
SCALE.NTS(22X34) SCALE:NTS(22X34)
. 1' ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. T -Mobile.
2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY.
3. TAGGING:
ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO
INDICATE THE ANTENNA SECTOR.
` COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE
AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE.
(NOT TO INTERFERE WITH WATERPROOFING.)
CASCADIA PM
4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Pwhm pwam Naeepmeet
T-0"ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS
REQUIRED TO MEET THIS REQUIREMENT.
5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO
OVERLAP MOVES WATER AWAY FROM CONNECTION(SEE STEP 4).
6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES&TMAS. *CENTERLINE
so
7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY Adw/ang Weeta rA"wris
T-MOBILE AND INSTALLED BY CONTRACTOR.
Configuration 702A RUSq —2015 8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1"
WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING
LOCATIONS.
#1-AT ANTENNA CONNECTION
#2-AT ENTRY TO EQUIPMENT CABINET
f="6biz Ee9er'c
9. RUN COAXIAL CABLE WITH MINIMUM 12'SLACK&12"FROM EDGE OF
EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE),
UP TO TOWER LEG(IF APPLICABLE).AND DISTRIBUTE TO EACH
ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND
KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS.CABLE,AND
CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER.
`o Q,EO PROFF
X01 Nq
w 9
ci
� 72352 9
x
w
OREGON
9� '7/12120 5V
�'a ewTtNew E4uipment
ropHER JAM�c�
05/29/ 01
Uppeded
eeugment
`J RecontlQu d
equb^Kne CPM PROJECT NO.: 8601
4c a +Mox Mud conm�: PRELIMINARY
2y2ac-lOP 3aV
a't --_ NO. DATE D/C DESCRIPTION
------- ------------
asur �. 0 03-30-15 CUMS 90%CD REVIEW
1 05-12-15 MS/GS CLIENT COMMENT
Fta9�c 2 05-29-15 EG/MS 1A REVISION
Erre
SUBMITTAL
0. DATE D/C DESCRIPTION
0 05-29-15 EG/MS BP SUBMITTAL
SITE NAME:
SW HALL &
DURHAM
SITE ID:
P001263A
SITE ADDRESS:
16580 SW 85TH AVE
TIGARD,OR 97224
SHEET TITLE
RF DETAILS
SHEET NO.
RF1 .0
1 RF DETAILS -ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM