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;` , CITY OF TIGARD
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BUILDING DIVISION FDH VELOCITEL
PROPRIETARY INFORMATION DOAC >� TOT_T 7\ TIGA T ENOINEE RNG INNOVATION
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION ` V 11\ 1 \1� 111\\ 1K\11 J,
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 8777 SW BURNHAM STREET 4004 KRUSE WAY PLACE
DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220
MOBILITY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97223 LAKEOSWEGO,OR97035
503 636-2500(MAIN)
PT89 I FA: 1 009 409 4 503-636-2501 (FAX)
VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PT89
Vancouver • DOWNTOWN
,,,' •+ APPLICANT: PROPERTY OWNER; IN DWG.
FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. CITY OF TIGARD USE N0. DESCRIPTION TIGARD
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^� u 4004 KRUSE WAY PL, SUITE #220 13125 SW HALL BOULEVARD X T-1 TITLE SHEET 8777 SW BURNHAM STREET
301 y LAKE OSWEGO, OR 97035 TIGARD, OR 97223 _1 SURVEY TIGARD,OR 97223
�� �Bernany ` DAN DUTTON X GN-1 GENERAL NOTES
T ora Tro - PH: (503) 756-3888 PROJECT:
' TOWER OWNER: X A-1 OVERALL SITE PLAN
Hillsboro Cedar Min ^ . �' PROJECT ENGINEER: X A-2 COMPOUND LAYOUT PLANS LTE 2C
a.
PORTLAND CROWN CASTLE
ISSUED FOR:
219 Aloha 41) �� Gresh< FDH VELOCITEL INC. 8547 154TH AVENUE NE X A-3 EQUIPMENT LAYOUT PLANS
® ITE 9CATJOI 4004 KRUSE WAY PL, SUITE #220 REDMOND, WA 98052 X A-4 ELEVATIONS CONSTRUCTION
SITE LOCATIONE OSBWBEEGO,POR 97035.E. BU ITE OR
TIGARD A-5 EQUIPMENT DETAILS SUBMITTALS
217 0 PAULr,/ A-6 EQUIPMENT DETAILS REV. DATE DESCRIPTION BY
1D 1 PH: (503) 310-9225 A-7 SITE DETAILS
,� ( yard Lake Oswego A-8 GRADING & EROSION CONTROL PLAN A 02/09/16 PRELIM D CDS RV
�7 g 0 02/17/16 FINAL CDS RV
,,)Lake • CONSTRUCTION MANAGER:
FDH VELOCITEL, INC. A-9 GRADING & EROSION CONTROL DETAILS
Tualatin 4004 KRUSE WAY PL SUITE #220 A-10 GENERATOR DETAILS
Oregon LAKE OSWEGO, OR 97035 A-11 PROPANE TANK DETAILS
. 'C tY X JAY TELFORD A-12 SIGNAGE DETAILS _
i�- \--' PH: (503) 349-2149 A-13 SIGNAGE DETAILS
X RF-1 ANTENNA CONFIGURATIONS
4Newberg Usonv,Ua CODE INFORMATION' X RF-2 RF DETAILS
Tigard ZONING CLASSIFlCATION: INDUSTRIAL IMPROVED RF-3 RF DETAILS
BUILDING CODE: IBC 2012 X RF-4 RF NOTES
Canby `r CONSTRUCTION TYPE: IIB
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211 0` "` N , OCCUPANCY: U X G-1 GROUNDING PLAN FA,: 10094094
JURISDICTION: CITY OF TIGARD X G-2 GROUNDING DETAILS DRAWN BY: RV
G-3 GROUNDING DETAILS CHECKED BY: HJ
NTS '`'`? 551 NTS SITE LOCATION: (BASED ON NAD 83) G-4 GROUNDING DETAILS
�_ E-1 UTILITY SITE PLAN CURRENT ISSUE DATE:
TAX LOT : 2S1C2AD03401 E-2 ELECTRICAL DETAILS 2/17/16
LATITUDE: N 45' 25' 42.05" (45.42835)
DRIVING DIRECTIONS LONGITUDE: W 122' 46' 5.3" (-122.76814) E-3 ELECTRICAL DETAILS STAMP:
TOP OF STRUCTURE AGL: 101'-0" S-1 SHELTER FOUNDATION DETAILS
START OUT GOING SOUTHEAST ON SW 72ND AVE TOWARD SW COOS CT. TAKE THE 2ND RIGHT ONTO SW SAGERT ST. SW SAGERT ST IS JUST PAST SW COOS CT. BASE OF STRUCTURE AMSL: ± 166.0' ‘1,tp PROF�CJJ,
TAKE THE 1ST RIGHT ONTO SW MARTINAZZI AVE. TURN RIGHT ONTO SW BOONES FERRY RD. SW BOONES FERRY RD BECOMES SW UPPER BOONES FERRY RD.
TURN
LEFT ONTO
TSW DURHAM
LEFT MNRD SW BUR HAM RD IS 0.2 MILES PAST SW AFTON LN. TURN RIGHT ONTO SW HALL BLVD. SW HALL BLVD IS 0.2 MILES PAST SW PROJECT AREA: LEGAL DESCRIPTION ST. �S �GINA, 422
APPROXIMATE LEASE AREA: 324 SQ. FT. N/A CITY OF TIGARD ,� 'y�T "� I
GENERAL INFORMATION: . REVIEWED FOR CODE COMPLIANCE CAAMr 1•�~1
1. PARKING REQUIREMENTS ARE UNCHANGED. . r
FFldi-
2. TRAC IS UNAFFECTED. Approved; f.t,.)� OREGON
3. NO SIGNAGE IS PROPOSED. OTC; 02/1 : O
APPROVAL/SIGN OFF OF DRAWINGS t t / >•'D9-rO
L PROJECT DESCRIPTION: Permit#: I A v i .110
CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO 1� ■/ �� RENEWS 06/30/16
CONSTRUCTION MANAGER COMPLIANCE TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 101 FT TOW ddr s: f1 _Y1�L'ii1...!� ri'
3
LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER AND AN EQUIPMENT SHELTER. Suite I:
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
AT&T WILL REMOVE/REPLACE FROM TOWER: \ Date: PROPRIETARY BY NATURE ANY USE OR
PROJECT MANAGER DEPLOYMENT MANAGER • 1..,,- DISCLOSURE OTHER THAN THAT WISH
• (1) LTE 700 PANEL ANTENNA PER SECTOR, (3) TOTAL B�/: r, ,
SITE ACQUISITION EQUIPMENT ENGINEER �� RELATES HIITED.D AT&T MOBILITY IS STRICRY
S AT&T WILL INSTALL ON TOWER:
ZONING INTERCONNECT • (1) LTE 700/1900 PANEL ANTENNA PER SECTOR, (3) TOTAL
1 1900 MHz RRH PER SECTOR, (3) TOTAL SHEET TREE:
SITE ACQUISITION MANAGER OPERATIONS
PERMITS RF ENGINEER AT&T WILL REMOVE FROM SHELTER: OFFICE COPY TITLE SHEET
• (1) GSM CABINET
a
1,3 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SHEET NUMBER: REV.
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T- o
GENERAL NOTES; GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED). SAFETY PROCEDURES
1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL STATE, LOCAL, OSHA, AT&T AND :My }�}
ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. at&t
SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS 's' MOBILITY
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 TOWER/POLE NOTES;
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP.
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STE.200
- LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TUALATIN,OR 97062
DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
COORDINATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED
3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS.
- PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT FDH VELOCITEL
THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND ABBREVIATIONS
CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO ENGINEERING INNOVATION
PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING INT INTERIOR
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL LBS POUNDS 4004 KRUSE WAY PLACE
AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MAX MAXIMUM BLDG.4004,SUITE#220
INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" BLDG BUILDING MECH MECHANICAL OR 97035
4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MIL METAL 503-LAKE OSWEGO, (MAIN)
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(= #6 BARS) 2" CLG CEILING HER MANUFACTURE
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). CLR CLEAR MGR MANAGER 503-636-2501 (FAX)
CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (5 #5 BARS) 1)i" CONC CONCRETE MIN MINIMUM
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CONST CONSTRUCTION MSC MISCELLANEOUS
PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) N" CONT CONTINUOUS NA NOT APPLICABLE
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. DBL DOUBLE NIC NOT IN CONTRACT SITE ID: PT89
WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 0 DIAMETER NTS NOT TO SCALE
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DIAG DIAGONAL OC ON CENTER DOWNTOWN
OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. DN DOWN OD OUTSIDE DIAMETER TIGARD
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DET DETAIL PLYWD PLYWOOD
13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ PROJECT 8777 SW BURNHAM STREET
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY TIGARD,OR 97223
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE ELEV ELEVATION PT PRESSURE TREATED
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI ELEC ELECTRICAL REQ REQUIRED PROJECT:
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). EQ EQUAL RM ROOM
CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 2C
14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE EXT EXTERIOR SHT SHEET
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL FIN FINISH SIM SIMILAR ISSUED FOR:
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. JURISDICTION. FLUOR FLUORESCENT SPEC SPECIFICATION CONSTRUCTION
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. RJR FLOOR SF SQUARE FOOT
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED STRUCTURAL STEEL NOTES; FT FOOT SS STAINLESS STEEL SUBMITTALS
7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE STL STEEL REV. DATE DESCRIPTION BY
IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND GALV GALVANIZED STRUCT STRUCTURAL A 02/09/16 PRELIM cos RV
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. GC GENERAL CONTRACTOR STD STUD
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC GRND GROUND SUSP SUSPENDED 0 02/17/16 FINAL CDS RV
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GYP GYPSUM BOARD THRU THROUGH
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH HELD BOLTING, EXPANSION BOLTS, AND THREADED HORZ HORIZONTAL TND TINNED
5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR HR HOUR TYP TYPICAL
8. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR HT HEIGHT VERT VERTICAL
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH ID INSIDE DIAMETER W/ WITH
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 2003 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE IN INCH W/O WITHOUT
6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INFO INFORMATION WP WATER PROOF -
9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. INSPECTION REPORTS AND TEST RESULTS. INSUL INSULATION
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED
OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR ON 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: LEGEND
STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT TYPE OF MEMBER SUBJECT PARCEL
10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 FA/: 10094094
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI - - - - -SECTION LINES DRAWN BY: RV
PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI - - PROPERTY LINES CHECKED BY: RJ
IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY LINES
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI CURRENT ISSUE DATE:
NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 I x.015-•PROPOSED CONTOUR - MAJOR
PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION BOLTS ASTM A325 TWIST-OFF °- - - - -0 PROPOSED CONTOUR - MINOR 2/17/16 _
1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR STAMP:
12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL EXISTING CONTOUR - MINOR
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. -a-COAXIAL CABLE RUN D
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS; PROFMAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS '° FIBER OPTIC CABLE RUN 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 -.-ELECTRICAL CABLE RUNAtt tl�
13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE TELECOM UNDER/OVER HEAD C• SG I N�� 0._
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
FENCE - SEDIMENT '�
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 ` I
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX -x----"--•-- FENCE - CW\INLINK, /W BARB "�-
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS •`• '
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES: WELDED BARS. OREGON
BY THEUCTION CONSTRUCTTIR TO ION DRAWINGS/CONNG TRACT
AC NANYDOCUM SNOT CLEARLY DEFINED 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 02/T SCh 9,1,()N 6C
,S- GAGEGAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES !,,A,
15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. L D.1I`015
- TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE OSSC. CEMENT SHALL BE ASTM C150, "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
PORTLAND CEMENT TYPE II U.N.O. MEMBERS." RENEWS 06/:0/16
16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES
f NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSES) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) THE INFORMATION CONTAINED M THIS
PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THEET OF CONSTRUCTION ON DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTMDISCLOSURE OTHER THAN THAT WHICH
INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. \9� RELATES TO AT&T MOBILITY IS STRICTLY
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE / PROHIBITED.
8 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN
CAUTIOUTILITYNLNFORMATION SHOWNCALL BEFORE YOUMAYDIGINOTUBEBRIEDCO COMPLETE.UTILITIESECONT CST INTHTHE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT ACCORDANCE
RE S WRITTENPINCSTRUCTIONSION �D IN ACCORDANCE WITH THE PAINT Know what's below. SHEET TT`LE
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call beforeyou dig. GENERAL NOTES
CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO , _
19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF NOTE: SHEET NUMBER: REV.
SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL STRUCTURAL DRAWINGS AND NOTES SHALL TAKE
e PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 0
at&t
\ > .,..., -' MOBILITY
/ TAX LOT AT&T MOBILITY CORP.
/ \ \ \ \ # 3500 19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
AT&T SITE WITH 101'± TOWER.
SEE SHEET A-2�\ FDH VELOCITEL\
/ \ ENGINEERING INNOVATION
%
\ / ♦♦•s� \ , 4004 KRUSE WAY PLACE
♦♦•
♦ ♦•O:5 BLDG.4004,SUITE#220
+ LAKE OSWEGO,OR 97035
V •. ...
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503-636-2500(MAIN)
♦♦ 4o ♦♦ 503636-2501 (FAX)
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\ / / �7 s.,..-4.—
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i 1800 tiY
/ REV.A /ATE DESCRIPTION RV
P .: \ \� \ A 02/09/16 PRELIM CDS RV
S
�� � � '��.' \ \ V 0 02/17/16 FINAL CDS RV
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a / EXISTING TREE + DRAWN BY:
RV
l/f,,.� CHECKED BY: HJ
G�A \ y\oy jos / \ CURRENT ISSUE DATE:
\ 2/17/16
,9/ \
EXISTING ){�1,, \ STAMP:
6 BUILDING
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S 46.6
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\02/1 : .;�r�A9.2°�'dt
\ / EXISTING `D.' 5
PARKING LOT
€ �, RENEWS 05/30/16
o (It's
E__. THE INFORMATION CONTAINED IN THIS
IS
ROAD
SET of CONSTRUCTION DOCUMENTS Is
PROPRIETARY BY NATURE ANY USE OR
'` 4 DISCLOSURE OTHER THAN THAT WHICH
1; RELATES-RTO AT&T MOBILITY IS STRICTLY
LATEffED.
1Z\
LEGEND SHEET Tm-E
r \ — — SUBJECT PARCEL
m
- - - - •••SECTION LINES OVERALL SITE PLAN
N - - PROPERTY LINES
H - - RIGHT-OF-WAY LINES SHEET NUMBER: REV.
A
P 22x34• SCALE: 1:30 , I OVERALL SITE PLAN 1 -♦1 0
0 11'x17' SCALE: 1:60 0' 30' 60'
r
"�`�"°4at&t
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,ar
AT&T MOBILITY CORP.
19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
EXISTING FENCE W/ BARBED WIRE
• & PRIVACY SLATS FDH VELOCITEL
E NOINEERIND INNOVATION
4004 KRUSE WAY PLACE
. •
BLDG.4004,SUITE#220
x • I • LAKE OSWEGO,OR 97035
• 503- 36-250
EXISTING EQUIPMENT ON EXISTING ICE BRIDGE (TYP.) x •• 5036636 2501((FAX))
CONCRETE SLAB (OTHER •
CARRIER) x x •
EXISTING 101'± TOWER •
X FOR
X •
PROPOSEDNANTENNAS SITE ID: PT89
• EXISTING ANTENNAS NOT SHOWN FOR •
CLARITY (SEE RF-1) DOWNTOWN
x •
CLARITY (SEE RE-1) • TIGARD
8777 SW BURNHAM STREET
• -- x x TIGARD,OR 97223
EXISTING 12'-WIDE • -
C J DOUBLE SWING GATE C PROJECT:
•
• X LTE 2C
•• n •y x n n n \ ISSUED FOR:
pp.�, CONSTRUCTION
x /• + j1-i! SUBMITTALS
• ,�/ , '"...• REV. DATE DESCRIPTION BY
a:•W :'r, /
• • �/ � — A 02/09/16 PRELIM CDS RV
x (12) EXISTING RUNS OF 0, EXISTING HANDHOLE` X ���
• COAX, , , > - ^`%�� 0 02/17/16 FINAL CDS RV
• EXISTING UTILITY FRAME • ��"'
x EXISTING TELCO • W/ ICE SHIELD x c� /4
/�(2) DC CABLES a /-! ___Iml
2
•
PEDESTAL +
• EXISTING AT&T LTE GPS 47 • . 590' •
x � • x O itef
O x
•
x IIEXISTING GPS ANTENNA >: EXISTING 12'-WIDE - I I
• ] DOUBLE SWING GATE • •
FA/: 10094094
•
x X x DRAWN BY: RV __
X
CHECKED BY: HJ
• EXISTING (11' 7" X 28' 0") + x CURRENT ISSUE S /16
•
x AT&T EQUIPMENT SHELTER (SEE •
• A-3 FOR EQUIPMENT LAYOUT) •
• , •
x STAMP:
x / _
XV 2 x V +�
����'D PROE
•
/o
4 41A
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x EXISTING FENCE W/ BARBED WIRE TOP x LL D.T108
• RENEWS 06/30/16
E x
i
$ • •
THE INFORIAATION CONTAINED IN THIS
' SET OF CONSTRUCTION DOCUMENTS IS
x PROPRIETARY BY NATURE ANY USE OR
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o x
ii;•4 ,e� iC SHEET TIRE:
r ��lqi� (��.4 COMPOUND
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;, 4,0
LAYOUT PLANS
•
1 SHEET NUMBER: REV.
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r22•x34•SCALE: 1'. 5. ' ' EXISTING COMPOUND LAYOUT 7 22'x34"SCALE 1.=5' 1 -- 1 PROPOSED COMPOUND LAYOUT 1 A-2 0
11N17- SCALE: 1'-10' 0' 5' 10' 11'x17•SCALE: 1'-10' 0' S' 10'
•
4---- at&t
aI7,,,,.....„--
MOBILITY
;r
AT&T MOBILITY CORP.
19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
EXISTING SERVICE PANEL W/
SURGE SUPPRESSOR FDH VELOCITEL
EXISTING TELCO BOARD EXISTING MANUAL ENGINEERING INNOVATION
TRANSFER SWITCH
4004 KRUSE WAY PLACE
/
///////// /////1 LI � /// ////% //////////////////I / �/////(//% LBLDG.4004,AKE OS W EGO,SUITE0 R 97035
l 503-636-2500(MAIN)
503-636-2501 (FAX)
SITE ID: PT89
/
TIGARD
DOWNTOWN
EXISTING FIF % 8777 SW BURNHAM STREET
RACK % /, TIGARD,OR 97223
11 PROJECT: LTE 2C
. ISI •
11 /,
ISSUED FOR:
EXISTING UMTS �. EXISTING �-s�_�, j CONSTRUCTION
CABINET
F. I �_-_ DESK P I I I SUBMITTALS
ii
/ Illl��lf) % REV. DATE DESCRIPTION BY
EXISTING DIPLEXERS '/
A 02/09/16 PRELIM CDS RV
M / 0 02/17/16 FINAL CDS RV
GB
EXISTING POWER / INSTALL (1) RECTIFIER IN EXISTING
EXISTING COAX ENTRY PLANT POWER PLANT
PORT
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(12) EXISTING RUNS OF 7/8' % EXISTING FIBER LOOP ENCLOSURE
COAX, (1) FIBER AND (2) DC — -I 0 � DRAWN BY: RV
CABLES / / _ - / FA/: 0094094
EXISTING GSM CABINET 0IF . g
EXISTING BATTERY // 11
% CHECKED BY: HJ
I %LILL I / CURRENT ISSUE DATE:
_ % 2/17/16
EXISTING GSM CABINET
TO BE CONSOLIDATED / I / / STAMP:
REMOVED
EXISTING BATTERY % I [ Ot PROF.
IL 7 Ir 0 / ,L"S�`INt�/�?
//////////////////// //////// ///////////////////////////// cI
EXISTING EXISTING ,i ",
HVAC HVAC
OREGON
02/N..<47:19,z° dC
D.TO
I
o RENEWS 06/30/16
C" THE INFORMATION CONTAMm IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE MY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
a :AA. PROHIBITED.
it
"�-�\ �� -�\ SHEET TITLE:
044 dear EQUIPMENT LAYOUT
PLANS
N
SHEET NUMBER: REV.
22'x34' SCALE: 1.=2.5' ' ' EXISTING EQUIPMENT LAYOUT 2 22x34'SCA]F• 1. 2.5' ' ^ 5,' PROPOSED EQUIPMENT LAYOUT 1 A-3 D
'x17'
11SCALE: 1'-5' 0' 2.5' 5' 11'x17'SCALE: 1'�5' 0' 2.5 5
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY
OTHERS. TOWER OWNER RESPONSIBLE FOR , . —' ,
REVIEW OF PROPOSED ANTENNAS. ''" at&t
2. PAINT PROPOSED ANTENNAS TO MATCH r,�� — ..,.
EXISTING PANEL ANTENNAS EXISTING (WHEN APPLICABLE). °ra!" ,.. MOBILITY
3. CONTRACTOR TO VERIFY RF DATA WITH
n�(OTHER CARRIER, TYP.) VELOCITEL CONSTRUCTION MANAGER AT&T MOBILITY CORP.
A. A AND/OR RF ENGINEER PRIOR TO
CONSTRUCTION 19801 SW 72ND AVE.,STE.200
ALTOP OF TOWER TUALATIN,OR 97062
1101' 0" II 4 Q 4 AL TOP OF TOWER
±101'-0" 411).1--41j ��EXISTING PANEL ANTENNAS
(OTHER CARRIER, TYP.) FDH VELOCITEL
ENGINEERING INNOVATION
4004 KRUSE WAY PLACE
EXISTING UMTS TMA'S, (2) PER BETA & EXISTING DC6 SURGE PROTECTOR BLDG.4004,SUITE#220
GAMMA SECTORS, (4) TOTAL TO REMAIN EXISTING UMTS TMA'S, (2) PER BETA Sc LAKE OSWEGO,OR 97035
GAMMA SECTORS, (4) TOTAL EXISTING DC6 SURGE PROTECTOR 503-636-2500(MAIN)
EXISTING 700 MHz RRH, (1) PER SECTOR 503-636-2501 (FAX)
(3) TOTAL TO REMAIN EXISTING 700 MHz RRH, (1)
PROPOSED
1900
MHz RRH, (1) PER
PER SECTOR (3) TOTAL SECTOR (3) TOTA
SITE ID: PT89
EXISTING ANTENNA RAD CENTER I I II - I _ ' DOWNTOWN
alb —' TIGARD
175'-0" I e u EXISTING & PROPOSED ANTENNA RAD CENTER
Ill NV ±75'-0" I. -' li 8777 SW BURNHAM STREET
O !' Ili a TIGARD,OR 97223
EXISTING GSM TMA'S, 2 PER BETA & Ili �e r PROJECT:
GAMMA SECTORS, (4) TOTAL TO REMAIN EXISTING GSM TMA'S, (2) PER BETA Sc
l GAMMA SECTORS, (4) TOTAL �i LTE 2C
c EXISTING LTE 700 PANEL ANTENNAS, (1)
IlI PER SECTOR (3) TOTAL TO BE REMOVED PROPOSED LTE 700/1900 PANEL ISSUED FOR:
EXISTING GSM 850/1900 PANEL ANTENNAS Ii & REPLACED EXISTING GSM 850/1900 PANEL ANTENNAS .0 ANTENNAS, (1) PER SECTOR (3) TOTAL CONSTRUCTION
(1) PER BETA & GAMMA SECTORS, (2) ee Il
TOTAL TO REMAIN �I (1) PER BETA & GAMMA SECTORS, (2)
Ie EXISTING DUMMY ANTENNA, (1) FER TOTAL lI SUBMITTALS
REV. DATE DESCRIPTION BY
J?i SECTOR, (3) TOTAL TO REMAIN II EXISTING DUMMY ANTENNA, (1) PER A 02/09/16 PRELIM cos RV
EXISTING UMTS 850/1900 PANEL �i e° SECTOR, (3) TOTAL
ANTENNAS, (1) PER BETA & GAMMA I° EXISTING UMTS 850/1900 PANEL ll 0 02/17/16 FINAL CDS RV
SECTORS (2) TOTAL TO REMAIN .I'I ANTENNAS, (1) PER BETA Sc GAMMA II
Ii SECTORS (2) TOTAL I
.lII
ll -Ti
11
(12) EXISTING RUNS OF .el
7/8" COAX, (1) FIBER Ii 0l
AND (2) DC CABLES "ie (12) EXISTING RUNS OF
el 7/8" COAX, (1) FIBER .F° —
e AND (2) DC CABLES lI FA/: 10094094
iDRAWN BY: RV
CHECKED BY: HJ
Iii CURRENT ISSUE DATE
Iii i�1 2/17/16
iii Til STAMP:
e
til III 0.11 PROT
Ill ISI c $0 I N�c�'s. 42
Ii a !iiI a `'
1111
FOR GROUND EQUIPMENT, -� " "SEE A-1 IIS OREGON
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Il _ Il o
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! �r 02/1 . •, h 9,20�
4t D.1103
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ti I �iy i 3 hJ}ti�niiii� ii� _Spi � f}i�' hs ,I _&_ _ I,I`
M
Y�:::::::11:::::::::::::::::::::*!::::::::::::::.::::::::::: v.
a GRADE (REF) SNOW i ia I�> ;' Fila, .. •• I ;cti:a�'tiFi vS:'s•:rod ::::.:..::.::.:
SET OF CONSTRUCTION DOCUMENTS 6
� ' r' .. A Y � 'ru rG' •,.• < GRADE (REF) /;?::........__.....---.... ^.� --.i:.d.� _�_ � - ;! - PROPRIETARY BY NATURE ANY USE OR
0 0' (ASSUMED)
DISCLOSURE OTHER THAN THAT WHICH
0'-0" (ASSUMED) ...-- —... RELATES TO AT&T MOEpL1TY IS STRICTLY
a▪' PROHIBITED.
0
SHEET TITLE:
E
ELEVATIONS
L' NON-AT&T EQUIPMENT NON-AT&T EQUIPMENT
NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY
SHEET NUMBER:/ //�� REV.
z2•x34• SCALE: NTS EXISTING ELEVATION 2 zz•xaa-SCALE: NTS PROPOSED ELEVATION 1 /'" -4 0
„•x17• SCALE: NTS 11•x17•SCALE NTS
EXISTING AND PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE3'
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY —�
i ' at&t
SUPPLIED BY AT&T WIRELESS, FROM RF CONFIG DATED 12/07/2015, BY PEIRO ROVANI
=
OTHERS. TOWER OWNER RESPONSIBLE FOR *i4 •f'.
DC SURGE AND REVIEW OF PROPOSED ANTENNAS. SI. ' ----
- MOBILITY
ANTENNA ANTENNA RAD AZIMUTH FEEDER FEEDER 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING
SECTOR POS TECHNOLOGY MAKE ANTENNA MODEL CENTER (FEET AGL) (DEGREES) TMA MODEL QTY DISTRIBUTION TYP LENGTH DOWNTILTS (WHEN APPLICABLE).
(QTY) 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP.
1 LTE 700/1900 KMW ET-X-UW-70-16-70-18-iR-AT-RA 75' 5' 6',6',12',12',6',6'(E) 2'(M) VELOCITEL CONSTRUCTION MANAGER AND/OR RF 19801 SW 72ND AVE.,STE.200
—2 — — — — — — ENGINEER PRIOR TO CONSTRUCTION TUALATIN,OR 97062
A
- 3 DUMMY
4 (2) DC TRUNKS FDH VELOCITEL\
1 LTE 700/1900 KMW ET-X-UW-70-16-70-18-iR-AT-RA 75' 120' 6',6',11',11',6',6'(E) 0'(M)
2 DUMMY _ _ DC6-48-60-0-9E (1) FIBER 100'
ENGINEERING INNOVATION
B 3 UMTS 850/190075' ' 2 (1) CABLE
KATHREIN 800 10121 135LGP 21401 6',6',10',10'(E) 0'(M)
_ _ _ _ 4004 KRUSE WAY PLACE
4 GSM 850/1900 KATHREIN 800 10121 75' 135' CS72993.08 2 4',4',6',6'(E) 0'(M) BLDG.4004,SUITE#220
1 LTE 700/1900 KMW ET-X-UW-70-16-70-18-iR-AT-RA 75' 255' (12) 7/8" 6,6,6,6,6,6(E) 2'(M) LAKE OSWEGO,OR 97035
2 DUMMY — — COAXIAL CABLES — — — — — 503-636-2500(MAIN)
C 503-636-2501 (FAX)
3 UMTS 850/1900 KATHREIN 742-265 75' 255' LGP 21401 — 2 6',6',6',6'(E) 0'(M)
4 GSM 850/1900 KATHREIN 742-265 75' 255' CS72993.08 2 6',6',6',6'(E) 0'(M)
SITE ID: PT89
DOWNTOWN
TIGARD
I` 8777 SW BURNHAM STREET
TIGARD,OR 97223
SECTOR
ALPHA SECTOR PROJECT.
LTE 2C
EXISTING LTE 700 PANEL ANTENNAS, (1) o o ALPHA ISSUED FOR:
PER SECTOR (3) TOTAL TO BE REMOVED f, =2Q PROPOSED LTE 700/1900 PANEL oo Q
& REPLACED a = ANTENNAS, (1) PER SECTOR (3) TOTAL w tit CONSTRUCTION
- `nSUBMITTALS
J •If) W-
Z 4Tc
-- REV. DATE DESCRIPTION BY
O
•FL- OJ Z 4 A 02/09/16 PRELIM CDS RV
Lu 0 ¢ r 'O.),
Z p 0 02/17/16 FINAL CDS RV
III ,
Ar
RN - EXISTING 700 MHz RRH, (1) PER
SECTOR (3) TOTAL
, ' EXISTING 700 MHz RRH, (1) PER tv
SECTOR (3) TOTAL TO REMAIN i-0
,,,HO
>��.Nsi,
° . �`4 • c ° ;' >,,t57 S;• PROPOSED 1900 MHz RRH,
p Ag001160 `' 3 �\ y. � -r (1) PER SECTOR (3) TOTAL 4 _ _._ B500,It♦ Try
SEC, 255 NZ �� �`�p� h'`.`
NjENNP SEC „� 255 •
PZIMQSN
!� y/lekWe � ° `. V.•.�� Tj% e• F1V\�. WI .y.'::�' �/� FAI: 10094094
Vr- ,d \ i` 'J�sFC +� If..' iiv •`• • i � � DRAWN BY: RV
9pDlitj
♦ gNTF B . SFQ . CHECKED BY: HJ
C .,G• VMS b5° \-A �` �• NNq 1��F 0 35 p 10Op,��� tick. N�r 9N 8'
�, rF/yyq (� CURRENT ISSUE DATE:
S SENNA 25 '•►�,� qZ/47N, •
SEC •G" UZ 5 P,NOSH f.•` 120 X00 79
2/17/16
PN ���;le• /•- :I�/ S ITh p�1ZENNP ��':) C/ : 4Ii('!/),� STAMP:
FO u4 `- �SF
b. e ca PROF
EXISTING DC6 SURGE PROTECTOR 1ENNP ��'i a o��MygNn EXISTING DC6 SURGE PROTECTOR l ;'. .‘ R. OO�MrgN �` I N /
EC „G pUMMX NIA , • • . 4 A� hNq •G DUM y PN1ENNN 1x` . . i�.; . ` TFNNq �G ���Off%
S 't•:;:-..41-A-4-1.0+ `,S SEC• '0: �3�.�, � `
qy>F 9+ EXISTING UMTS TMA'S, (2) PER �• . �ts ((so
EXISTING EXISTING UMTS TMA'S, (2) PER e ^
47
EXISTING DUMMY ANTENNA, (1) PER • 4y9 G� BETA & GAMMA SECTORS, (4) EXISTING DUMMY ANTENNA, (1) PER .� F��B' BETA & GAMMA SECTORS, (4) OREGON
SECTOR, (3) TOTAL TO REMAIN ��_ / T TOTAL TO REMAIN �, 9 Gy TOTAL 02/1 • �� hs ��
LSE 100 USN, . *14.44%` mss.S� SECTOR, (3) TOTAL �9p ..'-VO' '. �� /vs is C ?P 6C
C' Np 1\ �F �4 9 SECTOR •c 1_ 100 ‘..,-0,9
V
s ski 0/ EXISTING UMTS 850/1900
li SECTOR sE 255 s °, 8s LL D.TO
NNZEN 9LT4 c.Ty °O EXISTING UMTS 850/1900 SEC p10'• 255 -14,FC SGT 90 PANEL ANTENNAS, (1) PER
GAMMAb- PANEL ANTENNAS, (1) PER GAMMA P3�� F B ti ° FENEWS 06/30/16
"9 c0, BETA & GAMMA SECTORS til, C (2)T TOTAL SECTORS
�s• 9'y, (2) TOTAL TO REMAIN / .1,
S'• 8 THE INFORMATION CONTAINED IN THIS
9� ° s° SET OF CONSTRUCTION DOCUMENTS IS
a SGT 9° �4/(7 79 PROPRIETARY BY NATURE ANY USE OR
EXISTING GSM TMA'S, (2) PER BETA & 's' 0 /. O DISCLOSURE OTHER THAN 11{47 WHICH
G GAMMA SECTORS, (4) TOTAL TO REMNN SECTOR EXISTING GSM TMA'S, (2) PER BETA & 4' ° SECTOR RELATES TO AT&T MOBILITY IS STRICTLY
GAMMA SECTORS, (4) TOTAL BETA
PROHIBITED.
BETA
SHEET ME:
EXISTING GSM 850/1900 PANEL ANTENNAS ,, � EXISTING GSM 850/1900 PANEL ANTENNAS -rej
PER BETA 8c GAMMA SECTORS.TORTOTAL EMAINAlral PER BETA & GAMMA SECTORS, (2) TOTAL e1=�$ ANTENNA
CONFIGURATIONS
h SHEET NUMBER: REV.
21"x17 ♦"SCALE' NTS EXISTING ANTENNA CONFIGURATION 2 22:x34" ` KS PROPOSED ANTENNA CONFIGURATION j R F- 1 0
;: 11'x17'SCALE: NTS 11'x17"SCALE: MS
MANUFACTURER: KMW * CONTRACTOR TO VERIFY RF DATA AND RRH b.,, % ,
PART#: ET-X-UW-70-16-70-18-iR-AT LAYOUT WITH VELOCITEL CONSTRUCTION ,`•. !Lt.!
LENGTH: 91.7" MANAGER AND/OR RF ENGINEER PRIOR TO PANEL ANTENNA j.-
WIDTH: 12" CONSTRUCTION MOUNTING PIPE +r4r MOBILITY
DEPTH: 6.3" AT&T PANEL "—
WEIGHT: 51.8 lbs. , illi ANTENNA, TIP
rn
AT&T MOBILITY CORP.
NII III
III iii
19801 SW 72ND AVE.,STE 200
• TUALATIN,OR 97062
_ Y'[i1i laF.. Nib [i;.
Lim mill Im
• FDH VELOCITEL
•RRH ENOINEERINO INNOVATION
RF CONNECTORS, TYP I= 4004 KRUSE WAY PLACE
Ell BLDG.4004,SUITE#220
LAKE OSWEGO,OR 97035
imew um 503-636-2500(MAIN)
1i1 IIITII
IIIIII 11 503-636-2501 (FAX)
M
_oo n 0o
II,e 0•111 (1'1 Rl,, SITE ID: PT89
1... 12" DOWNTOWN
BACK VIEW TIGARD
SCALE : NTS NOT USED 9 SCALE : NTS LTE ANTENNA DETAIL 8 8777 SW BURNHAM STREET
AT&T PANEL TIGARD,OR 97223
ANTENNA, TYP
PROJECT:
LTE 2C
1■�4 ISSUED FOR:
� CONSTRUCTION
RRH I SUBMITTALS
REV. DATE DESCRIPTION HY
RRH LOCATIONS WILL VARY A 02/09/16 PRELIM CDS RV
FIBER & DC FROM PER ANTENNA MOUNT. REFER o 02/17/16 FINAL CDS RV
DC6 CO RRH TO RF SYSTEM SCHEDULE
\ ii•.' FOR SPECS AND QUANTITIES
s
L\
5" MINIMUM RADIUS BRASS CABLE MARKING TAPE FA/: 10094094
ON COAX JUMPERS AND TAGS WHERE THE COAX DRAWN BY: RV
CABLE CONNECTS TO THE CHECKED BY: HJ
ANTENNA
CURRENT ISSUE DATE
SIDE VIEW 2/17/16
SCALE : NTS NOT USED 7 SCALE : NTS NOT USED 6 scA-E:NTS SURGE PROTECTOR& RRH MOUNTING SCHEMATIC 5 STAMP:
MOUNTING ANTENNA ., �'• MANUFACTURER: ALCATEL-LUCENT ' PROT
PIPE \ E • • o MODEL:HEIGHT: 20.08* 5900A 4R' L'
DOWNTILT OOODDDDDDDDOODDOOD000[ - WIDTH: 11.22" 285mm S�+�IN£�'�&
BRACKET `� DEPTH: 7.60" 193mm 7 t' Ia
luil
11.22" WEIGHT: 46LBS 21KGe .1I4EOREGONSOLARa' OANTENNA MOUNTING
PIPE FRONT SHIELD � 02/1 i .) �`th 9.ZO �
� '� �, � vvv RENEWS 0:7:6
\\\\ THE INFORMATION CONTHIS
SETOF CONSTRUCTIONNTS 6
- \\ h PROPRIETARY BY NATURE.ANY USE CR
"MAN THAT WHICH
111��.'I _ c---M1
_ \\� �, RELATES DISCLOSUTO AT&TRE TMO&LI Y IS STRICTLY
o N PROHIBRED.
�a�VA
o ` c D :�:.`... 1. MOUNTING SHEET TITLE:
� � RF CONNECTORS, TYP I RRH \ i BRACKETS
1 _ RF DETAILS
E FRONT SIDE FRONT ISO VIEW SHEET NUMBER: REV.
SCALE : NTS NOT USED 4 SCALE : NTS ANTENNA MOUNTING DETAIL 3 SCALE : NTS NOT USED 2 SCALE : NTS 1900 RRH UNIT WITH SOLAR SHIELD 1 RF-2 0
=ter at&t
CABLE MARKING TAGS -
TO PROVIDE ADDI11ONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL ',/1-A.� MOBILITY
TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING
LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE
ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBILITY CORP.
19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
THE FOLLOWING ARE 3 DIFFERENT
FORMATS TO BE USED FOR THE 1 A 1 A
El A
BRASS TAGS. T8 3B 9U9l
• FDH VELOCITEL
DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C ENGI NEERIND INNOVATION
FORMAT A IS TO BE USED WHEN THERE 4004 KRUSE WAY PLACE
IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO BLDG.4004,SUITE#220
TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT LAKE OSWEGO,OR 97035
THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 503-636-2500(MAIN)
TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING 503-636-2501 (FAX)
AT THE TOP OF THE TOWER.
THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER
DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE SITE ID: PT89
TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE
TECHNOLOGY. DOWNTOWN
SECTOR GAMMA SECTOR ALPHA TIGARD
RF CABLE C2 Al RF CABLE A2 8777 SW BURNHAM STREET
THROUGH C6 AS THROUGH A6 AS TIGARD,OR 97223
REQ'D REQ'D
PROJECT:
LTE 2C
ISSUED FOR:
Cl Bl CONSTRUCTION
SECTOR BETA SUBMITTALS
RF CABLE B2 REV. DATE DESCRIPTION BY
THROUGH B6 A 02/09/16 PRELIM CDS RV
AS REQ'D 0 02/17/16 FINAL CDS RV
KM
SECTOR ORIENTATION/AZIMUTH WILL VARY FROM
REGION TO REGION AND IS SITE SPECIFIC.
REFER TO RF REPORT FOR SITE TO DETERMINE
THE SECTOR ORIENTATION.
CABLE MARKING LOCATIONS
NO. TAG LOCATIONS
1. X END OF THE MAIN COAX RUN WHERE THE COAXIAL FA/: 10094094
CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: RV
CHECKED BY: HJ
CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER CURRENT ISSUE DATE:
2. X (AS APPLICABLE).
2/1 7/1 6
3. X END OF JUMPER AT BTS CABINET INOTAIIIMIM
X ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ‘1E11 PROf�r►n/
CABLE COLOR MARKING tisk'I NES' �y
IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE 7 I'
BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING.
THE COLORS SHALL BE AS FOLLOWS: OREGON
S
SECTOR A: REDO'�
SECTOR B: BLUE 02/1 : ')tit-
9,2
2 SECTOR C: GREEN `n T60
THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/16
DATA SHEET (REDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED
AT EVERY SITE.
THE INFORMATION CONTAINED IN THIS
COAX BOOT SPECIFICATION PSET OF r BONSTRY CTION DOCU ISR
•a DISCLOSURE OTHER THAN THAT WHICH
ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
,o ROXTEC H SEAL H3-150 / 3X (28-54) / 20
i
SHEET
r SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE)
RF NOTES
CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL
SHEET NUMBER: REV.
RF 4 U
r
SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: }}99�}}
0 COPPER GROUND ROD a — '' a l&L
1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW r�. ..
® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. 'r,r MOBILITY
® CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP.
® GROUND BAR 19801 SW 72ND AVE.,STE.200
3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062
® MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
HELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT
\Mit EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOCITEL
4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE
ENGINEERING INNOVATION
COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE
ABOVE GROUND. 4004 KRUSE WAY PLACE
5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220
OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035
GROUND PROPOSED I 503-636-2500(MAIN)
RRH'S AS REQUIRED, 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX)
SEE S-2 AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
APPROXIMATE LOCATION 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SITE ID: PT89
alb OF GROUND BAR AT
TOP OF TOWER REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO
DOCUMENT ALL CADWELDS AND GROUND RING DOWNTOWN
_'°viii 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING TIGARD
'x>>.X! �, ` 8777 SW BURNHAM STREET
,<,'''‘,_ ,,, , -'<, � � GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223
" xx0XZxY:‹1' 1111111884/ GENERAL ROD NOTES (WHERE APPLICABLE); PROJECT:
1:01 � � o
y�x �2� \ i /'r �- 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 2C
� xTOT THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR:
x ,;,r- / ;y i' , UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST.
>N.>cxxx �° .T� ��' THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO CONSTRUCTION
Tx
%
X,(<1‹
<" y/' '/ �.+� LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS
y�' yyi�r� �+ SHOW THE PLATEAU.
'� � iii / REV. DATE DESCRIPTION BY
. // j *re`� ` , 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 02/09/16 PRELIM CDS RV
Ilitt �>K,ZO AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 02/17/16 FINAL COS RV
illi 1%' xp PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
� ' y% GRIDS AND EXISTING COMMUNICATIONS FACILITY.
0'��•, 11°_ ,q /..4,
I te
�vvlict , PZIIJP
I,�` FAA: 10094094
DRAWN BY: RV CHECKED BY: HJ
;1//:
( �:�li
CURRENT ISSUE DATE:
r
k%, Vi
2/17/16
STAMP:
QED PROTGIN-74-7*
F�
ear isug,i.......Iii;_,
,OREGONo
02/1 : ,,, h 9,2° dt
75 (2 D.-rvel'
s RENEWS 06/30/16
E
THE INFORMATION CONTAINED IN THIS
ag` SET OF CONSTRUCTION DOCUMENTS IS
a, PROPRIETARY BY NATURE.ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
o i. PROHIBITED.
0,_
L
o _ SHEET TITLE:
1 GROUNDING
% PLAN
SHEET NUMBER: REV.
- 22"x34T SCALE: NOT TO SCALE GROUNDING PLAN 1 G-1 0
11.217• SCALE: NOT TO SCALE
SURGE PROTECTOR �_
ill CONNECTOR
4"x30"x 1 4" _ at
Q_}
& OR FIBER POWER `LV7CC``
II
CONNECTION (NP)
LIE UMTS/GSId i'` THICK COPPER �1 � -��
1111 ANTENNA A�E�A INTERIOR �� X71 �ut k ��� �fri:A.� MOBILITY
I
GALVANIZED X"x4"x1 4 GROUND KITS WITH LONG BARREL• "11 GROUND RING THICK COPPER COMPRESSION DOUBLE LUGS ANDi GROUND BARRRH(S), TYP GALVANIZED INSPECTION WINDOW, ATTACH TO
BOND RF GROUND BARGROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP.
v BUS BARS) 19801 SW 72ND AVE.,STE.200
DC/FIBER1 � �� TO "I" SECTION ISOLATORTUALATIN,OR 97062
TORRH n O (WHEN rib"• 13 E E E -UTILIZE GROUND KITS WITH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPLICABLE /i —
, ,,, SFO FO Eo�1I—Cx CX I �Cx W MOUNTING I 0 0000 000000000000 0 )
BRACKET V #2 AWG AND 2—HOLE C
qq0 0 0 0 0 0 0 0 0 0 0
. o I (2) # I V" COMPRESSION LUGS UNLESS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � \ FDH VEL.00ITEL
2 AWG GROUND I f g. I �_� LI
W V\ -�WIRE TO RRH, TYP /� \ ISOLATOR, TYP (� SPECIFIED OTHERWISE U #2 SOLID BARE U -
_-- "A" SECTION BONDED TO: / TINNED COPPER TYPE W TYPE VS TYPE VB TYPE PT ENGINEERING INNOVATION
o BOND DC BUS BAR(S) & • INTERIOR GROUND RING _ WIRE CADWELD h POTENTIAL SURGE PRODUCING EXTERNAL EARTH GROUND (TYPE—GL) 4004 KRUSE WAY PLACE
V—DC AND FIBER TO °�oe—iiii eeai ° COAX RUN EQUIPMENT TO "P" SECTION •
SURGE PROTECTOR(S) °°°°°°° (BURIED GROUND RING) Off\ BLDG.4004,SUITE#220
EXOTHERMICALLY WELD #2 AWG • METALLIC COLD WATER PIPE "X" VARIES t', -t` ��� O LAKE OSWEGO,OR 97035
MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) `;. \I 503-636-2500(MAIN)
w ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. • BUILDING STEEL v 503-636-2501 (FAX)
o r, ROUTE CONDUCTOR TO BURIED (IF AVAILABLE)
MOUNT GROUNDING BUS BAR — GROUND RING AND PROVIDE TYPE GT TYPE GY TYPE GR TYPE GL
TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD
WITH ISOLATION.�° °°°°°°°°°. SITE ID: PT89
2 NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH
1 _ _ I NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. DOWNTOWN
SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 sSCALE: CELL REFERENCE GROUND BAR CRGB TIGARD
4 SCALE : NTS GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 2 g777 SW BURNHAM STREET
TIGARD,OR 97223
PROJECT:
LTE 2C
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 02/09/16 PRELIM CDS RV
0 02/17/16 FINAL CDS RV
FAj: 10094094
DRAWN BY: RV
CHECKED BY: HJ
CURRENT ISSUE DATE:
2/17/16
wzrimaiiiiim
40 PROT
.+ .4' spy
CLAYFD--:149HI"
OREGON
02/1 : •.,�' h 9,z°&
411-D.1131'
RENEWS 06/30/16
1 THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
a PROHIBITED.
a
SHEET TITLE
GROUNDING
a
DETAILS
1,3 SHEET o
NUMBER: REV.
ecE
NOT USED 1 G-2