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CROWN CASTLE USA #: 824338 4 1On' �� Precision PrapamManyement
CONSTRUCTION DRAWINGS )*/ECTDR
PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX J CROWN
, CASTLE
THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME: GREENBURG APPLICANT SHEET DESCRIPTION
SITE ID: PO01373B T-MOBILE T1.0 TITLE SHEET 1
1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED SITE ADDRESS: 11744 SW PACIFIC HWY 8960 NE ALDERWOOD RD
TELECOMMUNICATIONS FACILITY.
TIGARD,OR 97223 PORTLAND,OR 97220 GN1.0 GENERAL NOTES
LATITUDE: 45°26'06.16'N A1.0 MIEGrun
MODIFICATIONS TO MONOPOLE INCLUDE: PROPERTY OWNER
LONGITUDE: 122°45'33.14 W A2.0 *Mgt
SOURCE: 1A CERTIFICATION THE GRUNBAUM FAMILY TRUST �VIEWEDaI QR?CODB COMPLIANCE
• REMOVAL OF(6)PANEL ANTENNAS 21390 SE EDY ROAD to ARV(�,j U
• ADDITION OF(3)PANEL ANTENNAS PARCEL NUMBER: 1S136CCO2100 TAX ID:R284105 SHERWOOD,OR 97140 roy E AILS&PLANS O MA
• REMOVAL OF(3)TMA •
ZONING CLASSIFICATION: C-G TOWER OWNER/MANAGER PP A5.0 j#1. A&EQUIPMENT DETAILS N aE� P
MODIFICATIONS TO GROUND EQUIPMENT WITHIN EXISTING JURISDICTION: CITY OF TIGARD CROWN CASTLE USA O i C: Gj t,.-GINS d+
COMPOUND INCLUDE: TOP OF(E)MONOPOLE: 130'-0"AGL 1505 WESTLAKE AVE NORTH,SUITE 800 A6.0 NST UCTION DETAILS Q
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GROUND ELEVATION: 205'-0"AMSL SEATTLE,WA 98109 PcrniW#1� ':. ',tie*. . --7 w Q� 7• 18
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DDITION OF(1)NEW REMOTE RADIO MODULE OCCUPANCY GROUP: U PROJECT CONSULTANT w RF2.0
• ADDITION OF(3)EXISTING RADIO UNITS&CABLING CONSTRUCTION TYPE: II-B CROWN CASTLE USA Address. I 1Z ,0% .∎ e(C� _
• REMOVAL OF(2)EXISTING ULTRASITE CABINETS '
1505 WESTLAKE AVE NORTH,SUITE 800 GON
PROJECT VICINITY & AERIAL MAPS JENNIFER COMFORT Suite#: "
JENNIFER 206.R COMFORT �r: 'gin„
PH:206.427.6880 B3': Qy�(i/iC�(//, Date= fr On n,4y 1Q I` e
- C�4^3� .„ SITE ACQUISITION CONSULTANT 6-25-15 O9 A LM`O
CHARLIE CRAIG AND ASSOCIATES
C‘�� �' 5109 W SAN JOSE STREET OFFICE COPY I CPM PROJECT NO 8765 I
217 ,t Q 2• TAMPA,FL 33629
S ROBERT MARVEL PRELIMINARY• 5 ' ..• PH:425246.6645•• ■ ' . '. C NO. DATE D/C DESCRIPTION
Sew 15.8° `;. • PROJECT ZONING AND PERMITTING CONSULTANT 01 06-12-15 RH/MS CLIENT COMMENT
N LOCATION , CROWN CASTLE USA
TN MN 1505 WESTLAKE AVE NORTH,SUITE 800
SEATTLE,WA 98109
SANDRA WALDEN • SUBMITTAL
W E PH:503.709.0820 NO. DATE D/C DESCRIPTION
0 06-25-15 JG/MS BP SUBMITTAL
C\---PROJECT S A RF ENGINEER
LOCATION 8960 NE ALDERWOOD RD Know what's below.
PORTLAND,OR 97220 Call before you dig. SITE NAME:
. - • GEORGE APATACHIOAE J
GREENBURG
STRUCTURAL ENGINEER THE INFORMATION CONTAINED IN THIS SET
VECTOR STRUCTURAL ENGINEERS OF DOCUMENTS IS PROPRIETARY BY SITE ID:
9138 S STATE STREET,SUITE 101 THAN THAT WHICH RELATES TO TR-MOBILE SANDY,UT 8 4070 PO01373B
SAN 84070
DRIVING DIRECTIONS GOVERNING CODES ROGER T.ALWORTH,S.E. SERVICES IS STRICTLY PROHIBITED. CROWN CASTLE USA#:824338
PH:801.990.1775
IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL SITE ADDRESS:
FROM T-MOBILE PORTLAND OFFICE: AMENDMENTS SIGN OFF OF FINAL CONSTRUCTION DRAWINGS
11744 SW PACIFIC HWY
1. DEPART NE ALDERWOOD RD TOWARD NE 92ND DR 36 FT NEC-2008,NATIONAL ELECTRICAL CODE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH TIGARD,OR 97223
2. TURN RIGHT ONTO NE 92ND DR(0.5 MI) REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
3. BEAR RIGHT ONTO NE COLUMBIA BLVD(0.4 MI) A.D.A.COMPLIANCE CONSULTANT SIGNATURE DATE
4. TURN LEFT ONTO NE COLUMBIA PKWY(0.2 MI) INSTALLATION IS UNMANNED AND NOT FOR HUMAN SHEET TITLE
5. TURN LEFT ONTO US-30 BYP/NE KILLINGSWORTH ST(0.4 MI) HABITATION.HANDICAP ACCESS IS NOT REQUIRED SITE ACQUISITION
6. TAKE RAMP RIGHT FOR 1-205 SOUTH TOWARD SALEM/PORTLAND(2.0 MI) PER A.D.A. TITLE
7. AT EXIT 218,TAKE RAMP RIGHT FOR 1-84 WEST/US-30 WEST TOWARD PERMITTING CONSULTANT
PORTLAND(5.5 MI) RF ENGINEER: SHEET
8. TAKE RAMP LEFT FOR I-5 SOUTH TOWARD SALEM/BEAVERTON(7.8 MI)
9. AT EXIT 294,TAKE RAMP RIGHT FOR OR-99W TOWARD NEWBERG/TIGARD(0.4 CONST.MNGR.:ADAM SPRAGUE
MI)
10. KEEP STRAIGHT ONTO OR-99W/SW PACIFIC HWY(0.9) OPS MNGR.:SCOTT WINECOFF
PROJECT MNGR.
SHEET NO.
ESTIMATED DISTANCE: 17.9 MILES
ESTIMATED TIME: 25 MINUTES REGULATORY REV.:JAMIE ALFARO T 1 .0
DEV.MNGR.:MATHEW TAUNTON
GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS • 'Mobil
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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.
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL
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 P M
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. Precision Program Management
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 MTL METAL VECTOR
MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D)
LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND, a n • i n a a w •
INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL 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 CROWN
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 ..I CASTLE
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
CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE
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 Io Spa J CTUgq
8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER O
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 CPM CASCADIA PM OPP OPPOSITE N �' -LNG, - . S�
SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE �► O
D/C DRAFTER/CHECKER PL PROPERTY LINE d
WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES LX Q4/ �� 8
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD
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 ^
THE WORK. ■ V0N
9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT
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. ON DOWN PROP PROPERTY
THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR QQ
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LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E..DRYWALL,PLYWOOD,CEILING PANELS,
DTL DETAIL PT PRESSURE TREATED 2ddbe
ETC.)SHALL BE REPLACED TO MATCH EXISTING. 6-25-15 R ALW°
DWG DRAWING RO ROUGH OPENING
12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, ----
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 CPM PROJECT NO 8765 _
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 0 05-04-15 MM/MS 90%CD REVIEW
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 06-12-15 RH/MS 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 EQ EQUAL SBTC SOLID BARE TINNED COPPER
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 SHT SHEET
C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS NO DATE D/C DESCRIPTION
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 0 06-25-15 JG/MS BP SUBMITTAL
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 SQ 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. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL G R E E N B U RG
18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED,UNO. EXISTING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE.STRUCTURAL
ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM SITE ID:
ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE P001373B
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 CROWN CASTLE USA#:824338
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
TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED 11744 SW PACIFIC HWY
INSPECTOR. TIGARD,OR 97223
4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND
HVAC HEATING,VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE
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
STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. HORIZ HORIZONTAL UG UNDERGROUND STANDARD CUT WASHERS. - SHEET TITLE
3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE HT HEIGHT UNO UNLESS NOTED OTHERWISE DIA GENERAL
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"
INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER
4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES
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
SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTORS KNOWLEDGE IN A. HOLE SIZE,D P DURING,C THE INSTALLATION T EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT G1\11 .
HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. JBOX JUNCTION BOX wl WITH
CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325).
WORKMANSHIP PROVISIONS. LB(S) POUND(S) W/O WITHOUT
DRAWING LEGEND T • -Mobile•
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ADJACENT PROPERTY LINE
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SIIQPG�Y� - HYBRID HYBRID OCABLE ROUTE
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INGRESS/EGRESS XX.X
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/ ® DETAIL REFERENCE
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NO. DATE D/C DESCRIPTION
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ro 0 06-25-15 JG/MS BP SUBMITTAL
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11 ■ I GREENBURG
INGRESS/EGRESS 13'-5' (E)BUILDING
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( ) 1 06-12-15 RH/MS CLIENT COMMENT
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11744 SW PACIFIC HWY
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NOTES:▪ REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH y • -Mobile-•
THE EXISTING STRUCTURE WITH NON-REFLECTIVE PAINT AS REO'D.CONTRACTOR
TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION.
• PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY
CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE
all
EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION.
• 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&CLEAR OF
MOUNTS,EQUIPMENT,ETC.IF CABLE CLIMB IS CURRENTLY OBSTRUCTED OR CASCADTA PM
TRAPPED IN ANY WAY,THIS MUST BE RECTIFIED DURING THE INSTALLATION OF Precision Program MangdneM
THIS UPGRADE.
*
ECTOR
■ n • i n e ■ n •
(N)T-MOBILE PANEL ANTENNAS(TYP OF 1 —
PER SECTOR,TOTAL OF 3)MOUNTED ON
L FORM/MO MOUNT;SUITABILITY LOADING
G CROWN
(E)T-MOBILE PANEL (E)T-MOBILE ANTENNA TIP HEIGHT Q}
PLATFORM/MOUNT FOR FINAL LOADING Y Y �i
ANTENNA,TYP OF(9), CONFIGURATION
PRIOR OTO BE INSTALLATION
(6) (N)&(E)T-MOBILE ANTENNA TIP HEIGHT ' �./ CASTLE
1130'6" 1130'6"
(6)TO BE REMOVED,
(3)TO REMAIN
(E)TOP OF MONOPOLE (E)T-MOBILE PANEL ANTENNA (E)TOP OF MONOPOLE
1130'-0" TYP OF(3) ±130'-0"
(E)T-MOBILE TMA
(TYP OF 3)TO BE REMOVED - I
(E)T-MOBILE FXFB 'I II►t,y'.I (E)T-MOBILE ANTENNA RAD CENTER (E)T-MOBILE FXFB ■p. li( (E)T-MOBILE ANTENNA RAD CENTER jim
(TYP OF 2)TO REMAIN IW•'" I ±12T-0" (TYP OF 2)TO REMAIN I ' ±127,-0" LO
(E)T-MOBILE COVP,(TYP (E)T-MOBILE E TO REMAIN I \ (N)T-MOBILE ANTENNA RAD CENTER O ��AV C TU�A<
OF 1)TO REMAIN ±126'-6" CO �aEA I� •
(E)T-MOBILE FRIG (E)T3)TOILE FRIG x ?�� �NCaINFF tp�Oy
(TYP OF 3)TO REMAIN (TYP OF 3)TO REMAIN
w 71 8
I
I .� - OON
OTHER CARRIER ANTENNA �1 OTHER CARRIER ANTENNA r ' 0,4Y/13
ARRAY ARRAY '
6-25-15 4 1 ALYNO
I CPM PROJECT NO: 8765 1
OTHER CARRIER ANTENNA „ PRELIMINARY
OTHER CARRIER ANTENNA i �'°"I
ARRAY ' I ARRAY
NO. DATE D/C DESCRIPTION
I 0 05-04-15 MM/MS 90%CD REVIEW
1 06-12-15 RH/MS CLIENT COMMENT
— I I SUBMITTAL
a NO. DATE D/C DESCRIPTION
OTHER CARRIER ANTENNA 't OTHER CARRIER ANTENNA IJ� 0 06-25-15 JG/MS BP SUBMITTAL
ARRAY ARRAY .'
(E)130'-0'MONOPOLE
SITE NAME:
(E)130'-0"MONOPOLE;CAPACITY G R E E N B U RG
OF MONOPOLE AND FOUNDATION
TO SUPPORT THE PROPOSED
LOADING CONFIGURATION TO BE SITE ID:
ANALYZED BY OTHERS P001373B
CROWN CASTLE USA#:824338
SITE ADDRESS:
11744 SW PACIFIC HWY
'1 TIGARD,OR 97223
SHEET TITLE
(E) EQUIPMENT ELEVATIONS
(E) EQUIPMENT
. COMPOUND COMPOUND
H` 16 It i I Imo'° I I� I '� la
• 1 / ,'\r Ik ri;:; fm y..:ll ..s: 1 .1 1? a �s:.xe` :.!.Kn[ t-::7 •':,N..•.7 !s.3�' Bo l e3"..y3•.:,:i. ,.x,[I
1. :iiiii' .If;;Y;F::Mii". I..... :.1 •i:, :`:1..ig ::;a:.. :;14i I.::,,ti[u.•lit•.c '1
tip::>;Co :,< 4 ?:.:..:.:v: ::.,.:�, '•� �� e:.. ";[4 :";:�iq3, SHEET NO
I,,s<;�r;<:::�:::.:.::.:�'IIc''�,' �?If`>�•��;:; ,..I::� ..I I:x��:ea::A€,,:. I��:[<.:.�::.�>::L.�:,.,�,::;.:�.,��.:�:31:;�:�:<::,�•:�.r
, ..,.................�.,::..._..........^::::..s,:a-.. (E)GRADE 0'-0"AGL � (205-0"AM )
(205'0"AMSL) AMSL) � A^ .O
1 EXISTING EAST ELEVATION SCALE:1/16 0"(22X17) 0' 8' 16' 32' 2 FINAL EAST ELEVATION SCALE:"'6"= "(22X37) 8' 16' 32' v
SCALE:1/8"=1'-0"(22X34) L SCALE:1/8"=1'-0"(22X34) 1._ 11111111M11111
ANTENNA SCHEDULE - FINAL CONFIGURATION el• • -Mobile'
• DIMENSIONS WEIGHT aryl
SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT (L x W x D) (LBS)
Al EXISTING ANDREW TMBXX-6517-R2M QUAD 82.9"x 11.9"x 6.3" 44.4 (E)T-MOBILE PANEL Q .F
iiiihi\
ANTENNA,TYP OF(9), N
A2 NEW RFS APXVFWW24X-C-NA20 HEX 96.0'x 11.8'x 7.9" 80.2 (6)TO BE REMOVED, g "
Ot
ALPHA (3)TO REMAIN �'S'
A3 we �r� "" CASCADIA PM
Et A4 • W C =e (E)T-MOBILE FRIG(RRU),TYP Precision Program Management
a OF(3),TO REMAIN -
Bt EXISTING ANDREW TMBXX-6517-R2M QUAD 82.9"x 11.9"x 6.3" 44.4 , ' ` a Q
651T-V° 7 `� ,SECTOR
BETA B2 NEW RFS APXVFWW24X-C-NA20 HEX 96.0"x 11.8"x 7.9" 80.2 E 1143';:i>255° I s, e n • i n e e a •
B3
_� j e gT4,e CROWN
Cl EXISTING ANDREW TMBXX 6517 R2M QUAD 82.9'x 11.9"x 6.3' 44.4 (E)130'-0'MONOPOLE \; `� '•; . sp CASTLE.4r4i0
C2 NEW RFS APXVFWW24X-C-NA20 HEX 96.0'x 11.8'x 7.9' 80.2 M 1 '' l j/ , Fp �3°,
GAMMA �517-R2 �" 6 9r e1 S ��
C3 CMBX 255° �S
7
Ca GPMMP g°; '3s°'Qay
sP'
(E)T-MOBILE COW TO Jy2M I 1s
REMAIN E ,1MgA�651256 ,.9 k•
REMAIN s(cAuCiTU0.4
*TOWER - FINAL EQUIPMENT INVENTORY GPM -,-es. 156 aEfl P. •
�2S° R?y, (E)T-MOBILE FXFB(RRU),TYP N C��� GIN Ec �
L�
I MODEL DIMENSIONS WEIGHT (E)T-MOBILE TMA OF(2), TO REMAIN (' �N • 0
SCOPE QTY. TECHNOLOGY MNFR.
f (L X W X D) (LBS) (TYP OF 3)TO BE REMOVED TN MN
REMOVE(E) (3) ANTENNA ANDREW TMBXX-6517-R2M 82.9"x 11.9"x 6.3" (44.4) W E
REMOVE(E) (3) ANTENNA ANDREW TMBX-6517-R2M 82.9"x 6.6'x 3.3' (11.2) S , t, : Gory
ADD(N) (3) ANTENNA RFS APXVFWW24X-C-NA20 96.0"x 11 8"x 79" 80 2 r
SCALE:NTS(11X17) e
(E)TO REMAIN (3) ANTENNA ANDREW TMBXX-6517-R2M 82.9'x11.9"x6.3' 44.4 2 EXISTING ANTENNA PLAN 0 gyle 20°b
SCALE:NTS(22X34) , Q
(E)TO REMAIN (1) COVP RAYCAP CR100-1076R06 20.2"x 19.0"x 7.0" 15.0 6-25-15 FR A Lw°
(E)TO REMAIN (3) RRU NOKIA FRIG 23.8"x 17.2"x 7.5" 59.9 NOTE: 1 CPM PROJECT NO: 8765
•(E)TO REMAIN (E)T-MOBILE PANEL PLATFORM TO BE ROTATED IF
(2) RRU NOKIA FXFB 1 19.3"x 22.0"x 5.2" 55.0 ANTENNA,TYP OF(3) <v PRELIMINARY
- OBSTRUCTING CLIMBING PATH
REMOVE(E) (3) TMA COMMSCOPE ETW200VS12UB I 7.7"x 6.3"x 3.1" (11.0) ,1 b ry° OR SAFETY CLIMB. NO. DATE D/C DESCRIPTION
(TWIN AWS) 2e 0 OS-04-15 MMlMS 90%CD REVIEW
k n U 1 06-12-15 RH/MS CLIENT COMMENT
(N)T-MOBILE PANEL ANTENNAS(TYP OF 1 Q °v^
PER SECTOR,TOTAL OF 3)MOUNTED ON W a u SUBMITTAL
(E)LOW-PROFILE PLATFORM:SUITABILITY Q
OF PLATFORM/MOUNT FOR FINAL LOADING k< NO DATE D/C DESCRIPTION
* CONFIGURATION TO BE VERIFIED BY = Q' 0 06-25-15 JG/MS BP SUBMITTAL
GROUND - FINAL EQUIPMENT INVENTORY OTHERS PRIOR TO INSTALLATION ag
DIMENSIONS WEIGHT ,,j24,-.--NPa0 ` (E)T-MOBILE FRIG(RRU),TYP
SCOPE QTY. TECHNOLOGY MNFR. MODEL (L X W X D) (LBS) N PpXV 255 OF(3),TO REMAIN
-`:, SITE NAME:
isdziiif(E)TO REMAIN (1) COVP RAYCAP CR100-1076R06 20.2'x 19.0"x 7.0" 15.0 GPMMP � it G R E E N B U R G
ADD(N) (3) RRU NOKIA FRLB 15.75"x 15.75'x 5.9" 59.5 (E)130'-0"MONOPOLE:CAPACITY ` ce 6F r SITE B
OF MONOPOLE AND FOUNDATION Uj T9,. .6
LOADING CONFIGURATION TOO BE 1 ``/ '74.1>',9
S P001373B
ANALYZED BY OTHERS % 41 CROWN CASTLE USA 9 824338/'
SITE ADDRESS:
11744 SW PACIFIC HWY
s\ TIGARD,OR 97223
'THE"TOWER'AND"GROUND"REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1 0 SHEET ' �� �•
AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. (E)T-MOBILE COVP TO B �51T-R2M
REMAIN E SM z 255 eF qp SHEET TITLE
GROUND EQUIPMENT NOTE: C,PMMP r9 '-/ E)T-MOBILE FXFB(RRU),TYP
• NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET(QUANTITIES MAY VARY).ALL OTHER BASEBAND MODULES ARE ASSUMED TO '?Ni,iOF(2),TO REMAIN ANTENNA
BE EXISTING. 7�s?a� 15.6' DETAILS & PLANS
ANTENNA NOTES: N
. • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. TN MN
• CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION.
• PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION.
• • IF REQUIRED,PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON-REFLECTIVE W E
PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. SHEET NO.
• RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. S
" - A4.0
1 ANTENNA AND ANCILLARY EQUIPMENT SCALE NTS(11X17) 3 FINAL ANTENNA PLAN SCALE NTS(11X17) -
SCALE NTS(22X34) SCALE.NTS(22X34)
•
TOP i ��� �� 1t ■ ■ ■ ■Mobile■
WIDTH S 1'��I irimi IiI iaiiis1�b
EPTH
.. QF1 -_- 1' • , •I• •F4
CASCADIA PM
\ r
Precision Program Management
EXISTING SYSTEM MODULE )WECTDFQ
FRONT SIDE • ir— a r - :�,���:� • CROWN
/,//"/4Q1.' c ° !- 4 CASTLE
r_ .,I. `-4.tiw -.10 .FBBC
,H ' \ '
BASEBAND SUB-MODULE:FBBC
o SIFWCTU044
co ANTENNA DATA DL SPEED: 450 Mbit/s (\I S� 'PE41N •
MECHANICAL SPECIFICATIONS UL SPEED: 150 Mbit/s r U,\ (`� E . ,�%
RP3/OBSAI: 4X6Gbitls PORTS a
MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT (ONLY ONE W Q� 7 18 y
RFS 96 IN 11.8 IN 7.9 IN 80.2 LBS AVAILABLE IN RL60) r
PART# CONNECTORS STANDARD MOUNTING HARDWARE
APXVFWW24X-C-NA20 (6)7-16 DIN FEMALE INCLUDED
c .N
SCALE:NTS(11X17) SCALE NTS(11X17) SCALE:NTS(11X17)
1 ANTENNA DETAIL SCALE:NTS(22X34) 2 FBBC MODULE SCALE:NTS(22X34) 3 NOT USED SCALE:NTS(22X34) 004)./0 lee
6-25-15 FR ALW°
( CPM PROJECT NO.: 8765 I
TOP y i PRELIMINARY
Il NO. DATE D/C DESCRIPTION
0 05-04-15 MM/MS 90%CD REVIEW
1 06-12-15 RH/MS CLIENT COMMENT
WIDTH
SUBMITTAL
DEPTH
/ NO. DATE D/C DESCRIPTION
0 06-25-15 JG/MS BP SUBMITTAL
\ "- —
SITE NAME:
I
GREENBURG
I
FRONT (? SIDE SITE ID:
w P001373B
_-_,____, CROWN CASTLE USA#:824338
1'4 L I \
SITE ADDRESS:
C 11744 SW PACIFIC HWY
r m _ TIGARD,OR 97223
SHEET TITLE
ANTENNA AND
- NSN FRLB LTE 7001 BAND 12(REMOTE RADIO UNIT) EQUIPMENT
- HEIGHT: 15.75" DETAILS
WIDTH: 15 75"
DEPTH 5.9"
WEIGHT: 59 52 LBS
SHEET NO.
SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) A5•0
4 NOT USED SCALE:NTS(22X34) 5 FRLB (RRU) DETAIL SCALE:NTS(22X34) 6 NOT USED ~SCALE NTS(22X34)
SUITABILITY OF PLATFORM/MOUNT(S)FOR FINAL T. • -Mob11
- e-
LOADING CONFIGURATION TO BE VERIFIED BY OTHERS
PRIOR TO INSTALLATION. (N)OR(E)2-3/8"O.D.MIN.ANTENNA PIPE
MOUNT(REPLACE W/LONGER PIPE TO
- NO WORK SHALL COMMENCE WITHOUT THE ACCOMMODATE ANCILLARY EQUIP.
APPROVED STRUCTURAL TOWER/ANTENNA/MOUNT INSTALLATION IF NECESSARY),KEEP Ilk\
' ANALYSIS REPORT(SIGNED AND SEALED)TO BE ANTENNA PIPE HEIGHT TO A MINIMUM.
PROVIDED UNDER SEPARATE COVER.CONTRACTOR
• PRIOR TO CONSTRUCTION SHALL REVIEW THE
(N)ANTENNA MOUNT WITH
APPROVED TOWER/ANTENNA/MOUNT ANALYSIS
REPORT SUPPLIED BY T-MOBILE AND MODIFY,IF MECHANICAL DOWN TILT L ` I I'�1
REQUIRED,ALL APPLICABLE MEMBERS AS INDICATED Program Manag ynt
IN CERTIFIED STRUCTURAL REPORT PRIOR TO l•
INSTALLATION ON STRUCTURE.
I
VECTOR
. n . in . . A .
(N)T-MOBILE ANTENNA ATTACHED
TO(N)PIPE MOUNT PER MFG. CROWN
SPECIFICATIONS
-SEE 1/A4.0 CASTLE
o S-�RUCfli 1
(E)LOW PROFILE ANTENNA MOUNT
SUPPORT W/RING MOUNT a Q�G,� �NGINFF tS'j�y
w 7' 18 : T.
GON
2 EQUIPMENT MOUNTING DETAIL SCALE:NTS(2 X,7) �0�'4Y vocte
- SCALE:NTS(22X34) �8
6-25-15 MFR ALW°
I CPM PROJECT NO.: 8765 I
NOTE: —
ALL H-FRAME MOUNTED EQUIPMENT PRELIMINARY
TO BE MOUNTED PER NO. DATE D/C DESCRIPTION
MANUFACTURER SPECIFICATIONS. 0 05-04-15 MM/MS 90%CD REVIEW
1 06-12-15 RH/MS CLIENT COMMENT
(E)ICE-BRIDGE
SUBMITTAL
A A NO. DATE D/C DESCRIPTION
0 06-25-15 JG/MS BP SUBMITTAL
(N)I AS REQUIRED UNI-STRUT
RED FOR MOUNTING
EQUIPMENT SITE NAME:
GREENBURG
N)FRLB MOUNTED TO(N)
I i - ' I UNISTRUT (TYP OF 3) SITE ID:
PO01373B
CROWN CASTLE USA#:824338
I fi
' r v SITE ADDRESS:
(E)ICE-BRIDGE POSTS \ 11744 SW PACIFIC HWY
TIGARD,OR 97223
SHEET TITLE
jr 1-11- 1 CONSTRUCTION
jf DETAILS
•
(E)CONC.SLAB
SHEET NO.
1 NOT SCALE:NTS(11X17) FRLB (RRU) MOUNTING DETAIL SCALE.NTS(11X17) A6•�
USED SCALE:NTS(22X34) 3 B ) G DE AIL SCALE:NTS(22X34)
N.
1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 1 Mobile
2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY.
3. TAGGING:
Coal*.701A 6YOb wino Mat apd!Quad TT—VMS ' ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO
(I Sabo,d Cabling shawl M a clarity) INDICATE THE ANTENNA SECTOR.
Ilk\
• COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE
AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE.
W / (NOT TO INTERFERE WITH WATERPROOFING.)
„p„„ CASCADIA PM
4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Precision Program Management
As en 3'-0"ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS
•
, .Mi 114 , 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). VECTOR
6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES&TMAS. • • I
7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY
T-MOBILE AND INSTALLED BY CONTRACTOR.
j
I
1 ' 0 8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1"
I
WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING CROWN
LOCATIONS:
ff�, . • #1-ATANTENNACONNECTION I fi%
� CASTLE '
#2-AT ENTRY TO EQUIPMENT CABINET
•
1 i ‘' — Um- 9. RUN COAXIAL CABLE WITH MINIMUM 12"SLACK&12"FROM EDGE OF
��, 1 EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE),
r UP TO TOWER LEG(IF APPLICABLE),AND DISTRIBUTE TO EACH
ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND
C
/ ` KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS,CABLE,AND V CTU
�/ I CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. S(� r
ch EDP• .
IPI P
(._ .—) 415%.11GINEE.. gg>
a
( ) W e 7 18 T.
,-
„al SON
II,Iclamm I O�'qY 18,eibe
• pill
.,tr 6-25-15 FR ALWO
w ( CPM PROJECT RLI 8765 I
i ii. ..J,
PRELIMINARY all NO. DATE 0/C DESCRIPTION
at 0 05-04-15 MM/MS 90%CD REVIEW
311111 1 06-12-15 RH/MS CLIENT COMMENT
am
MI e •
immiaama SUBMITTAL
NO. DATE D/C DESCRIPTION
0 06-25-15 JG/MS BP SUBMITTAL
rwr a est k
as rag.Am Vl•ttea4 V r►
i• w SITE NAME:
GREENBURG
` . 4 \-‘4111 0 SITE ID:
sit
.,� P001373B
I Il
CROWN 4 4CSAWST USA# 824338 C ME -
m SITE ADDRESS:
117TIGARDPOR972 3
SHEET TITLE
RF DETAILS
SHEET NO.
1 RF
R1 .0
DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM
ANTENNA SCHEDULE - FINAL CONFIGURATION NOTES: T • 'Mobile'
1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED.
DIMENSIONS WEIGHT MECHANICAL ELECTRICAL 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY.
SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT (L x W x D) (LBS) AZIMUTH DOWNTILT DOWNTILT 3. TAGGING:
Al EXISTING ANDREW TMBXX-6517-R2M QUAD 82.9"x 11.9"x 6.3" 44.4 15° TBD TBD • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO
INDICATE THE ANTENNA SECTOR.
A2 NEW RFS APXVFWW24X-C-NA20 HEX 96.0"x 11.8"x 7.9" 80.2 15° TBD TBD * COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE
e ALPHA
A3 AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE.
(NOT TO INTERFERE WITH WATERPROOFING.)
CASCADIA PM
A4
4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Precision Program Management
B1 EXISTING ANDREW TMBXX-6517-R2M QUAD 82.9"x 11.9"x 6.3" 44.4 135° TBD TBD 3'-0"ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS
REQUIRED TO MEET THIS REQUIREMENT.
82 NEW RFS APXVFWW24X-C-NA20 HEX 96.0"x 11.8'x 7.9" 80.2 135° TBD TBD 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO VECTOR
BETA OVERLAP MOVES WATER AWAY FROM CONNECTION(SEE STEP 4).
B3 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES&TMAS. e m
7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY
B4 T-MOBILE AND INSTALLED BY CONTRACTOR.
8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1" CROWN
Cl EXISTING ANDREW TMBXX-6517-R2M QUAD 82.9"x 11.9"x 6.3" 44.4 255° TBD TBD WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING
LOCATIONS: erg/ CASTLE
C2 NEW RFS APXVFWW24X C-NA20 HEX 96.0"x 11.8'x 7.9" 80.2 255° TBD TBD
GAMMA - #1-AT ANTENNA CONNECTION /
C3 #2-AT ENTRY TO EQUIPMENT CABINET i
C4 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. T- ��F;uCT�Iggr
O
CO �� PP" •
�G5' 04GINEF �S+'oti
a
X Q 718
.� OON
' 0 4)'18 20:e
6-25-15 R AL14
I CPM PROJECT NO: 8765 I
PRELIMINARY
NO DATE D/C DESCRIPTION
0 05-04-15 MM/MS 90%CD REVIEW
1 06-12-15 RH/MS CLIENT COMMENT
SUBMITTAL
NO DATE D/C DESCRIPTION
0 06-25-15 JG/MS BP SUBMITTAL
SITE NAME:
GREENBURG
SITE ID:
P001373B
CROWN CASTLE USA#:824338
SITE ADDRESS:
11744 SW PACIFIC HWY
TIGARD,OR 97223
SHEET TITLE
RF DETAILS
SHEET NO.
RF2 •0
1 RF DETAILS
GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS •Mobil
'1' e'
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.
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.
3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE AC AIR CONDITIONING MFR MANUFACTURER
• 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, C A SC A DTA 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. Precision Program Management
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 MTL 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 METALIZE(D) VECTOR
LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, • n • I
INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL 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 C ROW N
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 \�
CASTLE
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
CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE
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 to CT
S' U (�gq
8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER O
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 CPM CASCADIA PM OPP OPPOSITE [V S..(0 NE Sj
9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE
SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. , t O
WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER CHECKER PL PROPERTY LINE a t.
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD LI I 7 18
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
THE WORK.
II ; GON
9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT
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 !16
OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR 11 ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, O`+((11 Alf
R
_ THAT 18 0 20dbe
DTL DETAIL PT PRESSURE TREATED
LANDLORD
• ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 6-25-15 AL
12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,
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 CPM PROJECT NO 8765
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 0 05-04-15 MM/MS 90%CD REVIEW
B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 06-12-15 RH/MS 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 EQ EQUAL SBTC SOLID BARE TINNED COPPER .
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 SHT SHEET
C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS NO DATE D/C DESCRIPTION
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 ,0 06-25-15,JG/MS BP SUBMITTAL
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 SQ 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.
STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL G R E E N B U RG
18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED,UNO. EXISTING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL
ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM SITE ID:
ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE P001373B
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 CROWN CASTLE USA#:824338
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
INSPECTOR. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED 11744 SW PACIFIC HWY
TIGARD,OR 97223
4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE
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
STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. STANDARD CUT WASHERS. HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE
3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE HT HEIGHT UNO UNLESS NOTED OTHERWISE
BROUGHT TO THE WHICH FAILS OF THE THE PROJECT T AND THE STRUCTURAL ENGINEER.IMMEDIATELY 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"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
4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES
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
SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN A. HOLE SIZE,D PTH,CLEANLINESS,INSTALLATION T EXPANSION AND/OR ORESIVE ANCHORS:INSPECT G N 1 .0
HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ITC REPORT. JBOX JUNCTION BOX W/ WITH
CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325),
WORKMANSHIP PROVISIONS. LB(S) POUND(S)
W/O WITHOUT