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PROPRIETARY INFORMATION 4004 KRUSE WAY PLACE
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION 10955 SW 65TH AVE Date: 8^��-13 4004
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DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR TIGARD, OR 97223 LAKE OSWEGO,OR 97035
DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T I T PT87 PA: 1 0094051 initials: SG
MOBILITY SERVICES IS STRICTLY PROHIBITED. r.
SITE ID: PT87
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NATALIE ERLUND X GN-1 GENERAL NOTES
st,,s IU ' sw�,c,Iest s PH: (971) 3113-1568 X A-1 OVERALL SITE PLAN PROJECT:
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s. L 1 sr PROJECT ENGINEER: X A-3 EQUIPMENT LAYOUT PLANS
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SW Corti. D'rt r'I:' A VELOCITEL LLC. 1505 WESTLAKE AVE N #800 X A-4 ELEVATIONS
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rt Aft, '�, _ 576 COLONIAL PARK DR., SUITE #200 SEATTLE, WA 98109 A-5 EQUIPMENT DETAILS CONSTRUCTION
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5,,, Portland,Oa f):t1fss o e. ,,,S: CODE INFORMATION: VELOCITEL LLC. A-8 GRADING & EROSION CONTROL PLAN A 01/25/18 PREUM7 CDS NH
s 4 e _ 4004 KRUSE WAY PL., SUITE #220 A-9 GRADING & EROSION CONTROL DETAILS o 08/27/18 FINAL COS NH
St s 4 ZONING CLASSIFICATION: NA
BUILDING COD': OSSC 2014 LAKE OSWEGO, OR 97035 A-10 GENERATOR DETAILS
Y a 4 ? "� s✓roomo.,s: CONSTRUCTION TYPE: IIB NATALIE ERLUND A-11 PROPANE TANK DETAILS
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10955 SW,65th Ave, OCCUPANCY: L 1
JURISDICTION: CITY OF TIGARD A-12 SIGNAGE DETAILS
Portland,OR 97219 g�,a
A-13 SIGNAGE DETAILS t
a Stir 2. ,_ SX RF-1 ANTENNA CONFIGURATIONS ,;
' „„,0 s • SITE LOCATION: (BASED ON NAD 83) T
',Y Pine St a 4'i1I Ride c,ri,t • r TAX LOT #: 1:i138ADO6300 X RF-2 RF DETAILS
4 Ta ° iu?s ? 3 LATITUDE: I> 45' 26' 29.37" 45.4415
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( ) X RF 3 RF NOTES
spue t F c v sIT•T;:rest%/SW U./" LONGITUDE: W 122' 44' 38.25" (-122.7440)
TOP OF STRUCTURE AGL: 100'-0" X RF-4 RF NOTES
t- NX G-1 GROUNDING PLAN
q! , Is cN BASE OF STRUCTURE AMSL: 353'-0"
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s•`. G-2 GROUNDING DETAILS FAQ: 10094051
PROJECT ARfAG-3 GROUNDING DETAILS DRAWN BY: ATH
Qa�,f` t _ r, ('tel f' APPROXIMATE LEASE AREA: 332 SQ. FT. G-4 GROUNDING DETAILS CHECKED BY: JW E
��S `st GENERAL INFORMATION: E-1 UTILITY SITE PLAN CURRENT ISSUE DATE:
`' z,s e«:o° NTS NV/1 1. PARKING REQUIREMENTS ARE UNCHANGED. E-2 ELECTRICAL DETAILS 08/27/18
2. TRAFFIC IS UNAFFECTED. E-3 ELECTRICAL BBU DATA
3. NO SIGNAGE IS PROPOSED. S-1 SHELTER FOUNDATION DETAILS STAMP:
DRIVING DIRECTIONSS-2 STRUCTURAL EQUIPMENT DETAILS
PROJECT DESCRIPTION:
FROM AT&T MOBILITY IN REDMOND: START AT 16221 NE 72ND WAY, REDMOND GOING TOWARD NE 73RD WAY. TURN RIGHT ON NE 73RD WAY. AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO PROF
TURN LEFT ON 163RD PL NE. TURN LEFT ON NE 74TH ST. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE. TAKE RAMP ONTO TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 100' TOWER AND e C /+ •( FS'S+ 1
WA-520 W TOWARD SEATTLE. TAKE THE RENTON EXIT ONTO 1-405 S. CONTINUE ON WA-518 W. TAKE THE PORTLAND EXIT ONTO I-5 S. TAKE AN EQUIPMENT SHELTER. LEGAL DESCRIP'T'ION G� �GINF b
EXIT #294/TIGARD/NEWBERG. CONTINUE ON SW BARBUR BLVD(OR-99W). CONTINUE TO FOLLOW OR-99W. TURN LEFT ON SW CORONADO ST. TURN Q� 866O4pER '<
RIGHT ON SW 64TH AVE. BEAR RIGHT ON SW 65TH AVE N/A
LL REMOVE/REPLACE FROM TOWER:
ARRIVE AT SITE, ON THE RIGHT ••AT&T tlyl LTE T1900WCS//7 M 850ANTENNA PER SECTOR,AM (3)(TOTAL(2)2 I//
o • 1 LTE 1900 700 ANTENNA ET PER BETA A& GAMA SECT)OR, TOTAL
8t. • 2 UMTS TMA PER BETA & GAMMA SECTOR, (4) TOTAL OFFICE COP o yOY 13 Opti ��
APPROVAL/SIGN OFF OF DRAWINGS AT&T WILL INSTALL ON TOWER: ..74L/AM 1�S�� ,-
'= LTE FN700/WCS/AWS ANTENNA PER SECTOR, (3) TOTAL
CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE LTE 700/1900/UMTS 850 ANTENNA PER BETA & GAMMA SECTOR, (2) TOTAL C ��TIGART3 EXPIRATION DATE: 06/30/2019
z • LTE 866 AWS RRH PER SECTOR, (3) TOTAL
CONSTRUCTION MANAGER COMPLIANCE • LTE FN700 RRH PER SECTOR, (3) TOTAL REVI 1 FOR CODE COMPLIANCE
• DC6 SURGE SUPPRESSOR THE INFORMATION CONTAINED IN THIS
LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER • FIBER TRUNK AND (1) DC TRUNK
�., SET OF CONSTRUCTION DOCUMENTS IS
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PROJECT MANAGER DEPLOYMENT MANAGER Approw:d: - ' 1 PROPRIETARY BY NATURE.ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
AT&T WILL ADD TO EQUIPMENT SHELTER: RELATES TO AT&T MOBILITY IS STRICTLY
o SITE ACQUISITION EQUIPMENT ENGINEER • RECTIFIERS IN EXISTING PDU RACK OTC: 1 J PROHIBITED.
• 1 DC12--RI.I IN EXISTING LTE FIF RACK -
ZONING INTERCONNECT • (1) DC/DC CONVERTER SHELF W/ (4) MODULES IN EXISTING LTE FIF RACK $:aermit 4. SHEET TITLE.
SITE ACQUISITION MANAGER OPERATIONS Address: ��' �v Q
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REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER Suite mi ~i— SHEET NUMBER: REV.
B : I Date. 1 I
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED �• 9 ® O
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GENERAL NOTES' GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED). SAFETY PROCEDURES I#8
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
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 AT OWNER REQUIREMENTS. at
&t
SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT MOBILITY
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DOWER/PALE NOTES;
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION STIES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. 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. 19e01 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 SOLUTION(S) 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 t
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. �IC
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
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 complete wireless solutions
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 MAX MAXIMUM e
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 MECH MECHANICAL 4004 KRUSE WAY PLACE
AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY M L METAL BLDG.4004,SUITE#220
INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" AWS ADVANCED WIRELESS SERVICE MFR MANUFACTURE LAKE OSWEGO,OR 97035
4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET DBU BATTERY BACKUP UNIT MGR MANAGER
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" BLDG BUILDING MIN MINIMUM
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). ELK BLOCKING MISC MISCELLANEOUS
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 BARS) 17¢" CLG CEILING NA NOT APPLICABLE I
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CLR CLEAR NIC NOT IN CONTRACT SITE ID: PT87
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) 34` CONC CONCRETE NTS NOT TO SCALE
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION OC ON CENTER
WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONT CONTINUOUS OD OUTSIDE DIAMETER TIGARD NE
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL DOUBLE PCS PERSONAL COMMUNICATION
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. 0 DIAMETER SERVICE F
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DWG DIAGONAL PDU POWER DISTRIBUTION UNIT p
13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER ON DOWN PLYWD PLYWOOD 10955 SW 65TH AVE
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NATES; AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DEI DETAIL PROD PROJECT TIGARD,OR 97223
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DWG DRAWING PROP PROPERTY
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL 10 THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). EA EACH PT PRESSURE TREATEDPROJECT
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE ELEV ELEVATION REQ REQUIRED
CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILT! BRAND. ADHESIVE ANCHORS REQUIRE ELEC ELECTRICAL RF RADIO FREQUENCY LTE 4C/5CFN
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL EQ EQUAL RM ROOM
6, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQUIP EQUIPMENT RO ROUGH OPENING ISSUED FOR: t^
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. EXT EXTERIOR RRH REMOTE RADIO HEAD CONSTRUCTION f,
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRVQTURAI STFEL NOTES: FIE FIBER INTERFACE FRAME SHT SHEET
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR SUBMITTALS )
7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENT SPEC SPECIFICATION REV. DATE DESCRIPTION BY
IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. FLR FLOOR SF SQUARE FOOT
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FT FOOT SS STAINLESS STEEL A 01/25/18 PRELIM CDS NH I
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE STL STEEL 0 08/27/18 FINAL CDS NH -4
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GALV GALVANIZED STRUCT STRUCTURAL G
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GC GENERAL CONTRACTOR STD STUD t
5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GRND GROUND SUSP SUSPENDED
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 BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GSM GLOBAL SYSTEM MOBILE THRU THROUGH
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HORZ HORIZONTAL TND TINNED
6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HR HOUR TYP TYPICAL
9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HT HEIGHT UMTS UNIVERSAL MOBILE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ID INSIDE DIAMETER TELECOMMUNICATION SERVICE
OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON IN INCH VERT VERTICAL
STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ WITH II
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/0 WITHOUT
10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRELESS COMMUNICATION FA#: 10094051
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE DRAWN BY: NH
PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION VIP WATER PROOF CHECKED BY: ,IW
IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 987. ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KS1
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. E. ANCHOR BOLTS ASTM A307 J FUND CURRENT ISSUE DATE:
NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST-OFF - ®
08/27/18 1
PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC SUBJECT PARCEL
SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL SECTION LINES STAMP:
12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. - - PROPERTY LINES
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS - - RIGHT-OF-WAY LINES
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 a .05 o PROPOSED CONTOUR- MAJOR oLt PROFFS
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE -,z) PROPOSED CONTOUR- MINOR 6'4.13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE (0 aGINEF
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 D.02 EXISTING CONTOUR - MAJOR � g6• PES !
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX EXISTING CONTOUR - MINOR A
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS -cx cx- -Cx-Cx- COAXIAL CABLE RUN „.
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF -Fo FO -F0 10- FIBER OPTIC CABLE RUN '/ 4 I
WELDED BARS. -E E- -E E- ELECTRICAL CABLE RUN
a 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTE& OREGON
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -r T- -T T- TELECOM UNDER/OVER HEAD �, 41 13 20f1 ��
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. -❑ 0- -❑ CI- FENCE - SEDIMENT O� sq�
ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. -x x -x x QC/AM JU
.} 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL FENCE - CHAINLINK, /W BARB ,I';
1
S TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS." EXPIRATION DATE: Ofif30/2019 (
Ii C150, PORTLAND CEMENT TYPE II U.N.O.
16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) 1 °'
NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. THE INFORMATION CONTAINED IN THIS
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 58' DIA. ASTM ® SET OF CONSTRUCTION DOCUMENTS IS
/ PROPRIETARY BY NATURE.ANY USE OR
IT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED A307 BOLTS UNLESS NOTED OTHERWISE. - DISCLOSURE OTHER THAN THAT WHICH
- INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, RELATES TO AT&T MOBILITY IS STRICTLY I
a C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN PROHIBITED. I
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MANUFACTURER: KMW i PANEL ANTENNA PANEL ANTENNA _ _ PANEL _
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TIGARD,OR 97223
MANUF: RAYCAP PROJECT:
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MODEL: 006-48-60-18-8C-EV LTE 4C/5CFN
WEIGHT: 32.6 LBS ISSUED FOR:
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SUBMITTALS
REV. DATE DESCRIPTION BY
DC SURGE-, 1 A 07/25/18 PREIIl.t COS AIH
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19801 SW 72N0 AVE.,STE.200
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TIGARD,OR 97223
VENDOR: COMMSCOPE
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REV. DATE DESCRIPTION BY
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LOCK WASHER FLAT WASHER 08/27/18 P.
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i $0,„/ �CONNECTOR, SHEET TITLE:
R c ! RF. VP TAPE AND BRASS RF DETAILS
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lo FRONT SIDE SHEET NUMBER: REV.
NOT USED 4 NOT USED 3 SCALE:NIS DUAL MOUNTING PLATE-HD 2 SCALE:NTS ANTENNA MOUNTING DETAIL 1 R F-3 0
at&t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
CABLE MARKING LOCATION
SECTOR GAMMA SECTOR ALPHA
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Cl 81 LAKE OSWEGO,OR 97035
SECTOR BETA
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AS REQ'D
SECTOR ORIENTATION/AZIMUTH WILL VARY FROM TICARD RIE
REGION TO REGION AND IS SEE SPECIFIC.
REFER TO RF REPORT FOR SITE TO DETERMINE
THE SECTOR ORIENTATION. 10955
D,OR 972 3E
CABLE MARKING LOCATIONS PROJECT:
NO. TAG LOCATIONS LTE 4C/5CFN
ISSUED FOR:
END OF THE MAIN COAX RUN WHERE THE COAXIAL CONSTRUCTION
1. X CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED
SUBMITTALS I
2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER REV. DATE DESCRIPTION BY
(AS APPLICABLE). A 01/25/18 PRELIM CDS MN I
0 08/27/18 FINAL CDS MH
3. X END OF JUMPER AT BTS CABINET
CABLE COLOR MARKING
CONTRACTORS SHALL USE ONE BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION
LABELING.
THE COLORS SHALL BE AS FOLLOWS: FAT: 10094051
DRAWN BY: MH A: RED CHECKED BY: JW
SECTOR B: BLUE
SECTOR C: GREEN CURRENT ISSUE DATE:
THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF 08/27/18
DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED t STAMP:
AT EVERY SITE.
COAX BOOT SPECIFICATION
�okD PROFESS
ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE:
GIN�F� b-
tit, �� ,
ROXTEC H SEAL H3-150 / 3X (28-54) / 20 86604PE , c
SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE)
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EXPIRATION DATE: 06/30/2019
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DISCLOSURE OTHER THAN THAT WHICH
a. RELATES TO AT&T MOBILITY IS STRICTLY
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Ci
i
SHEET TITLE:
RF NOTES
SHEET NUMBER: REV.
RF®,4 0
SYMBOL DESCRIPTION GENERAL GROUNDING NOTES;
0 COPPER GROUND ROD 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW a}}` t
TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. 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.
19801 SW 72ND AVE.,STE.200
Iver/ii/4q GROUND BAR 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062
Q MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
` J/iFIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT r�/�/�
1 �' EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. ; VelOC , LIC
4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE complete Wireless solutions
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
6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. SITE ID: PT87
7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY
REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO TIGARD NE
DOCUMENT ALL CADWELDS AND GROUND RING
APPROXIMATE LOCATION 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 10955 SW 65TH AVE
OF GROUND BAR AT GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223
SHELTER
GENERAL ROD NOTES (WHERE APPUCABLE); PROJECT:
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 4C/5CFN
THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR: e
UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION
THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO
LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TOSUBMITTALS
SHOW THE PLATEAU.
REV. DATE DESCRIPTION BY
/////// d/////////////////// ;, 'I,//////////////////////////////////// 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 01/25/18 PRELIM CDS MH .
/ AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 08/27/18 REAL CDS MH
s— -ggo 0 0i r' 'o`�t / PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
���0 0 I I� / GRIDS AND EXISTING COMMUNICATIONS FACILITY.
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22'1434'SCALE: NTS PLATFORM PLAN 2 PRELATES ROHIBITTO
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,`/ SHEET TITLE:
!i► ;PpS GROUNDING
'�.0' PLAN
11 SHEET NUMBER: REV.
22•X„•SCALE: 1•_2.5' GROUNDING PLAN 1 ®1 0
11'x17'SCALE: 1'®5' 0' 2.5' 5'
.
SURGE PROTECTOR I DOUBLE CRIMP _--.)--
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•11 'rL GROUND BAR X"x4"x1/4" GROUND KITS WITH LONG BARREL % J
17
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i I i �( GALVANIZED INSPECTION WINDOW, ATTACH TO TYPE TA TYPE VI TYPE NC TYPE SS SAT&T MOBILITY CORP.
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14, ( ''I
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I\ \.........___ \ i / SPECIFIED OTHERWISE # TYPE W TYPE VS TYPE VB TYPE PT
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/� SONO DC BUS BAR & ffi WIRE CADWELD _
POTENTIAL SURGE PRODUCING "A" SECTION BONDED TO: = (TYPE-GL) 4004 KRUSE WAY PLACE
DC AND FIBER TO COAX RUN�` I EQUIPMENT TO "P" SECTION `rte ti ® BLDG.4004, #220
SURGE PROTECTOR(S) °i iiii q • INTERIOR GROUND RINGI .
LAKE 4004 ,SUITE 97035
• EXTERNAL EARTH GROUND "X" H VARIES p'i \' ��
1'` EXOTHERMICALLY WELD #2 AWG _ I �'
4' MOUNT GROUNDING BUS BAR NEAR-' BARE TINNED SOLID COPPER WIRE ETA LIC GROUNDER PI
#2 AWG GROUND WIRE CONDUCTOR •TO GROUND BAR. METALLIC COLD WATER PIPE
ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING SITE ID: PT87 I
4 ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GL,
GROUND RING AND PROVIDE • BUILDING STEEL I
L,., MOUNT GROUNDING BUS BAR PARALLEL EXOTHERMIC WELD (IF AVAILABLE)
TO TOWER AT GROUND LEVEL • ,-
2 WITH ISOLATION °::::::::ce,.....°I " , , NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH TIGARD NE
I ��r_ —L. 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. a
SCALE:NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: is CELL REF GROUND BAR(CRGB) 4 SCALE:NTS GROUND BAR 3 scALE: ITS CAD WELD EXAMPLES 2 10955 SW 65TH AVE
TIGARD,OR 97223
PROJECT:
LTE 4C/5CFN
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 01/25/18 PRELIM CDS MR
0 08/27/18 FINAL COS LIR
i.
FAN: 10094051
DRAWN BY: AIH
CHECKED BY: JW
CURRENT ISSUE DATE:
08/27/18
STAMP:
PROFESS
86604E
I
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0 2ClAM 35
EXPIRATION DATE: 06/30/2019
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THE INFORMATION CONTAINED IN THIS
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PROPRIETARY BY NATURE.ANY USE OR
m
DISCLOSURE OTHER THAN THAT WHICH
a
CS-- RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
- SHEET TITLE:
GROUNDING
DETAILS
SHEET NUMBER: REV.
NOT USED 1 ®2 0