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RECEIVED MOBILITY
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AT&T MOBILITY CORP.
FEB 4 2013 16221 N E.72nd WAY
ay REDMOND,WA 98052
Your world . Delivered . CITY OFTIGARD
PROPRIETARY INFORMATION BUILDINGDNISION ■ �/�I�Cll�l°
TIGARD complete wireless solutions
THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN 4004 KRUSE WAY PLACE
THAT WHICH RELATES TO THE AT&T MOBILITY 6975 S W SANDBURG ROAD BLDG.4004,SUITE#220
SERVICES IS STRICTLY PROHIB TED.
TIGARD, OR 97223 LAKE OSWEGO,OR 97035
503-636-2500(MAIN)
PR 3 5 FA# : 1 0 0 9 41 4 6 503-636-2501 (FAX)
VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID #:PR35
TIGARD
_ f` ' , E4 APPLICANL LAND OWNER: DWG.
VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. AMERICAN PROPERTY
NO. DESCRIPTION 6975 SW SANDBURG ROAD
a•• ; 4004 KRUSE WAY PL, STE. #220 MANAGEMENT CORPORATION TIGARD,OR 97223
�„ s LAKE OSWEGO, OR 97035 2154 NE BROADWAY, SUITE #200
T-1 TITLE SHEET
Mnw.r Auk ,-. C 0 KELLY EWING PORTLAND, OR 97232 G-1 GENERAL NOTES
D ui. Sh..w•a ,Itf
A-1 OVERALL SITE PLAN
PROJECT
u PH: (503) 515-1775
A-2 EQUIPMENT LAYOUT PLANS
1' > "'°" °°` a`a PROJECT ENGINEER: A-3 EQUIPMENT DETAILS LTE WAVE 2/3
T E !! i0 EQUIPMEDETAI LS ssuEj FoR404 frII9L::fEo2a S LOCATION LAKE E-2: S-1 STRUCTURAL DETAILS REy, DATE DESCRIPTION BY
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VELOCfTEL, INC.Jra 4004 KRUSE WAY PL, STE. #220 a 11/29/12 ADD BBU RACKS RB
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6 NTS _ NTS - CURRENT ISSUE DATE:
C CODE INFORMATION LEGAL DESCRIPTION 02-04-13
ZONING CLASSIFICATION: C-P (PROFESSIONAL COMMERCIAL) STAMP:
DRIVING DIRECTIONS BUILDING CODE: IBC 2009 CROSS ROADS CENTER
FROM DOWNTOWN PORTLAND, TRAVEL SOUTH ON 1-5. TAKE HWY 217 EXIT. TAKE A RIGHT TRAVELING TOWARDS BEAVERTON. TAKE FIRST EXIT, SW CONSTRUCTION TYPE: V-N 6975 SW SANDBERG ROAD
72ND. GO LEFT ON SW 72ND. TRAVEL SOUTH ON 72ND. FOR APPROX. 1 MILE. SANDBURG RD. IS ON THE LEFT. TAKE A LEFT AT SANDBURG RD. JURISDICTION:92
CITY OF TIGARD PORTLAND, OR 97223-8073 `E�E9 PROf fj J,
F AND CO TO THE VERY END OF THE ROAD. THE SITE IS LOCATED IN THE BUILDING DIRECTLY AHEAD OF YOU. cS .,G 1 N�� 7Q
S A,- CIF ' ,, •
SITE LOCATION: (BASED ON NAD 83) r �Gt�i�ll
l TAX UD 281 01 0000 1 01 Approved .....[ l'Z I:
LATITUDE: N 45' 35' 25.000" (45.59027)
APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS LONGITUDE: W -122' 45' 28.000" (-122.75777) Conditionally Approved.....[ 3 . o. coNo
7- TOP OF (E) STRUCTURE AGL• 113'-0" �y0N.ac
DATE SIGNATURE DATE SIGNATURE �A
See Letter Follow........... [ 2/ 4 A` 9, "
BASE OF STRUCTURE AMSL: t 141.00' Attach ....ee.........a "�L D.'To
CONSULTANT GROUP SIGN OFF AT&T SIGN OFF PROJECT AREA: perynit Ir1 _
CONSTRUCTION COORDINATOR COMPLIANCE /2 RENEWS: 06/30/20'LI
LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER APPROX MATE LEASE AREA: 240 SQ. FT. Address:, �46 , N . • 0
GENERAL INFORMATION: B ..i.�I. Date',3It `1
2 PROJECT MANAGER DEPLOYMENT MANAGER 1. PARKING REQUIREMENTS ARE UNCHANGED. THE INFORMATION CONTAINED IN
x THIS SET OF CONSTRUCTION
i SITE ACOUISITION EQUIPMENT ENGINEER 2. TRAFFIC IS UNAFFECTED. DOCUMENTS IS PROPRIETARY BY
3. NO SIGNAGE IS PROPOSED. Approved plank NATURE.THAN THAT WHICH RELATES ATURE.ANY USE OR DISCLOSURE
x ZONING INTERCONNECT TO AT&T MOBILITY IS STRICTLY
o PROJECT DESCRIPTION; PROHIBITED.
SITE ACQUISITION MANAGER OPERATIONS AT&T MOBILITY PROPOSES TO INSTALL EQUIPMENT TO AN EXISTING UNSTAFFED Shall be on Job site SHEET TITLE:
.m PERMITS RF ENGINEER RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF A (3) SECTOR ROOFTOP
F.9 _ ANTENNA ARRAY AND AN INDOOR EQUIPMENT ROOM. AT&T WILL INSTALL (4) OFFICE COPY TITLE SHEET
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER MARATHON SEISMIC BATTERY RACKS AND (1) CXPS 24-4T CORDEX POWER
o REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED STSTEM IN EXISTING INDOOR EQUIPMENT ROOM.
SHEET NUMRRR: R F'/
T-1 I0
M
GENERAL NOTES: GENERAL NOTES (CONT'D): CONCRETE NOTES CCONT'D): SAFETY PROCEDURES at&t
1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE). PLASTIC ZIP TIES SHALL MOBILITY
. NOT BE PERMITTED FOR USE ON AT&T PROJECTS. RECOMMENDED MANUFACTURER SHALL BE: 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO AST1A A815, FALL PROTECTION METHODS W BE PER FEDERAL, STATE, LOCAL, OSHA,AT&T AND OWNER
2. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE, PANDUR CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). GRADE 60, Ty..60,00 PSI. RENUREMEMS.
THIS SET OF DOCUMENTS S INTENDED TO BE USED FOR DIAGRAMMATIC PANDUR PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA.
PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT, 28. MAINTAIN THE INTEGRITY OF THE BUILDING EVVEOP AND CONSTRUCT BARRIERS IN THE AREA UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.
LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT OF WORK TO PREVENT DAMAGE FROM WEATHER AND CONSTRUCTION DUST AND DEBRIS. AT&T MOBILITY CORP.
. AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL 10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS 16221 N.E.72nd WAY
FOLLOWS: SYMBOLS AND ABBREVIATIONS REDMOND,WA98052
3. PRIM TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SWILL VISIT SITE NOTES:
THE JOB SITE TO FAMILIARIZE THEMSELVES WITH AU.CONDITIONS AFFECTING - FOOTINGS AND OTHER UNFORMED 3' A/C NR CONDRIONNG HORZ HORIZONTAL PLYWD PLYWOOD
THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SURFACES, EARTH FACE AGL ABOVE FINISH GRADE HR HOUR PROJ PROJECT
SITE WITH THE CONFIRM THAT THE ETU WILL TO VERIFY FlED APPROX. APPROXIMATELY HT HEIGHT PROP PROPERTY ®VOIOCI OIx
1. CLEAR AND GRUB SITE OF AU.VEGETATION, PAVING, GRAVE BASE AND OTHER DEBRIS NOT - FORMED SURFACES EXPOSED (/8 BARS OR LARGER) 2' HVAC HEATING PRESSURE TREATED
SHOWN.0N5 AND CONFIRM EDIT THE PROJECT WILL BE ACCORRORSED AS REQ REQUITED
SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. TO EARTH OR WEATHER (f5 BARS OR SMALLER) 1 1/2' BLDG. BUILDING VENTILATION
OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BLX BLOCKING AIR ONDRIONINC RM ROOM
THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 2. ELEVATION OF SUBGRADE TO BE WINRN .10 FOOT OF ELEVATIONS SHOWN ON PUN MINUS RO ROUGH OPENING c o m p I e r e wireless solutions
OEPTH OF TOPSOIL FILL,AND MULCH. - SUBS AND WALLS (INTERIOR FACE) 3/4' CLG CEUNG D NSIDE DIAMETER
4. AT&T.AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET CLR CLEAR N NCH SHT SHEET
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED BEFORE 11.BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONC CONCRETE NFO INFORMATION SIM SIMILAR 4004 KRUSE WAY PLACE
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS PLANTING. ALL GRADES SHALL PRODUCE POSTTAE DRAINAGE AWAY FROM EQUIPMENT SLABS, CONST CONSTRUCTION NSUL NSULATION S C SQUARE FOOT
BLDG.4004,SUITE#220
CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR BUILDINGS AND THROUGH ALL KNITTER AREAS TO AVOID LOW SPOTS AND STANDING WATER. 12.ANCHOR BOLTS TO CONFORM TO ASTM A307. CONT CONTINUOUS NT SF STAINLESS OT LAKE OSWEGO,OR 97035
SPECIFICATIONS SHALL NOT EXCUSE SAID ACCORDANCE FROM COMPLETING 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 13.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DBL DOUBLE BUILDING CODE SR STEEL
THE E DOCUMENTS.AND IM THE I LL AR T RESPONSIBILITY THE INTENT OF 503-636-2500(MAIN)
THEE DOCUMENTS. 7HE BIDER STALL BEAR THE RESPONSIBILITY OF AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DA DIAMETER SEDUCE STRUCTURAL
NOTIFYING (IN WRITING)AT&T, AND THE ARCHITECT/ENGINEER OF ANY S. IN LANDSCAPE AREAS, FINISH INCHES ARE TO FOLLOW THE GRADES AND EDGE DETAILS MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SHAL BE DIAL DIA(ANAL LEIS POUNDS SUSPENDED
503-636-2501 (FAX)
INDICATED CAP BE MOUNDED B INCHES IN THE CENTER OF THE BED ABOVE THE EDGE OF DN DOWN MAX MUOMUM SUSP CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3.000 PSI
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL THE LANDSCAPE AREA. MINIMUM). OEI DETAIL MECH MECHANICAL
PRICE THE MORE COSTLY OR EXTENSNE WORK. UNLESS DIRECTED
DWG DRAWING MFR METAL TNNG THROUGH
6. NOTIFY AT&T ARYTADD THE ARCHITECT G NORIFTCA START TO THE SHOWN GRADING SEEM MFR MANAGERTURE TNNG TINNED
OTHERWISE' NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. 14. ALL NG EXPANSION FIRM CA C BE HILTI WANE. ADHESIVE ANCHORS REQUIRE EA EACH MDR MANAGER TP TYPICAL SITE ID #:PR35
TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL EEA ELEVATION MIN MINIMUM
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN 7, FOOTINGS SHALL BEAR ON FIRM, WIRRAL, UNDISTURBED SOIL, OR ON ENGINEERED FILL JURISDICTION. ELEC ELECTRICAL MISC MISCELLANEOUS UNO UNLESS NOTED TIGARD
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC MATERIAL, DEBRIS, EQ EQUAL
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS.TECHNIQUES. OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT IF ANY UNUSUAL CONDITIONS ARE EQUIP EQUIPMENT NA NOT APPUCABLE
SEQUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF NE ENCOUNTERED. STRUCTURAL STEEL NOTES: pL7 EXTERIOR LAIC NOT IN CONTRACT vERr VERTICAL 6975 SW SANDBURG ROAD
WORK UNDER THE CONTRACT. NTS NOT TO SCALE VW VERIFY IN FIELD
MATERIALS 8. FILL AND STAB BASE MATERIAL SHALL BE 3/4'MINUS CRUSHED ROCK PLACED IN 8' 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND RN FINFINISH TIGARD,OR 97223
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. WITH
(MAXIMUM) LOOSE LIFTS AND COMPACTED TO 9876 ASTM D1557 OR AASHTO T-180. FLUOR FLUORESCENT CC ON CENTER W/
TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE (MAXIMUM) FLOOR O OUTSIDE DIAMETER W/O WRH%UT
OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. g, SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION 1704 BY 2. STRUCTURAL STEEL DESIGN. FABRICATION MD ERECTION (INCLUDING FIELD Fi F•00T WP WATER PROOF PROJECT:
AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL JURISDICTION. WELDING, HIGH STRENGTH FlE.p BOLTING, EXPANSION BOLTS,AND THREADED
7. ALL WORK PERFORMED ON THE PROJECT AND MATERA S INSTALLED SWILL EXPANSION ANCHORS) SHALL BE BASED ON THE A1.5.C. 'SPECIFICATION FOR GA GAUGE LTE WAVE 2/3
BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND THE DESIGN. FABRICATKNN,AND ERECTION OF STRUCTURAL STEEL FOR GALV GALVANIZED
ORDINANCES. CONTRACTOR SHALL ONE ALL NOTICES AND COMPLY WITH ALL BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE N ACCORDANCE WITH GC GENERAL CONTRACTOR
LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY ISSUED FOR:
PUBUC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND SPECIAL INSPECTIONS: 2003 IBC CHAPTER 22. BY A QUAJFIED TESTING AGENCY DESIGNATED BY THE GRND GROUND
LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE INSPECTION REPORTS ANDrLTEST RESULTS.E FURNISHED WITH A COPY OF ALL GYP BO GYPSUM WALL BOARD REVIEW
O NE WORK' 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECAL INSPECTIONS PERFORMED BY AN
INDEPENDENT INSPECTOR. APPROVED BY AT&T AND THE LOCAL JURISDICTION.AS REQUIRED 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: T TELEPHONE NE
SUBMITTALS
8. CONTRACTOR SHUT PROUCE. AT THE PROJECT SITE, A FULL SET OF -P- POWER
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND BY THE 065C SECTION 1704 FOR THE FOLLOWING: -G- GROUND WIRE REV. DATE DESCRIPTION BY
ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH TYPE OF MEMBER
A CONCRETE PROVIDE SPECIAL INSPECTION PER 1704.4 -COAX- COAXAL CABLE
THE PROJECT. A 10/05/12 PRELIM CDS RB
L TAKE CONCRETE TEST SPECIMENS DURING THE PLACING OF STRUCTURAL REINFORCING A WIDE FLANGE SHAPES ASTM AD92, GRADE 50
AND STRUCTURAL CONCRETE. EXTEROR AND INTERIOR SLABS ON GRADE ARE NOT A. OTHER SHAPES, PLATES,MLLES,AND RODS ASTI A36. Fy 38 KS* 4 ANTENNA B 11/29/12 ADD BBU RACKS RB
9. THE NOT TO BE COMPONENTS OF ADJACENT CONSTRUCTION OR FACNOTE STRUCTURAL ELEMENTS. B. SPECIAL SHAPES AND PLATES ASTI A572. Fy 50 KSI
ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED C. PIPE COLUMNS ASTM A53. Fy 35 KS1 0 02/04/13 FINAL CDS RB
OTHERWISE. 0. VERIFY REINFORCING SIZE, PLACEMENT.AND GRADE ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT E CENTERUNE
B. BOLTS AND ANCHORS IN CONCRETE D. STRUCTURAL TUBING ASTM 8500. Fy 46 KS STRUCTURE. I. HOLDWN ANCHORS BOLTS: INSPECT SIZE. LENGTH. HOOK AND TIE TO REINFORCING. E ANCHOR BOLTS ASTIR 8307 [E] EXISTING
O
S. ADHESIVE ANCHORS: INSPECT HOLE SIZE. DEPTH, CLEANLINESS, AND INSTALLATION PER F. CONNECTION BOLTS ASTM A325 TWIST-OFF-TYPE [N] NEW
10. SEAL ALL PENETRATIONS APPROVED THROUGH SRI-RATED AREAS WITH U.A LASTED OR MANUFACTURES RECOMMENDATIONS. e DETAIL NUMBER
FIRE MARSHALL.APPROVED MATFU6AL5 F APPLICABLE TO THIS FACILITY AND C WELDING: 4. HOT DIP GALVANIZE AFTER FABRICATION PER Al 23/A123M-00 ALL STEEL SHEET NUMBER
OR PROJECT SITE. I. VISUALLY INSPECT ALL STRUCTURAL FIELD AND SHOP WELDING. EXPOSED TO WEATHER AND WHERE NOTED.
11. CONTRACTOR TO PRCMDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF S. THE SPECIAL INSPECTOR NEED NOT TO BE CONTINUOUSLY PRESENT DURING WELDING.
NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C.AND AWS STANDARDS
ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF AND SHALL BE PERFORMED BY ANSI/AWE D1.1 CERTIFIED WELDERS USING E70
. WORK IN PROGRESS: AND A VISUAL INSPECTION OF ALL WELDS S MADE AFTER XX ELECTRODES. ONLY PRE-QUALFlED WELDS (AS DEFINED BY AWS) SHALL BE
0 HAL
12. CONTRACTOR SL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
U PERFORMED USING LOW M'DROCEIN ELECTRODE. WELDING OF GRADE 40
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSMAGCTION. _ _,
UPON COMPLETION OF WORK, CONTRACTOR SWILL REPAIR ANY DAMAGE THAT 2. PROVIDE SPECAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM REINFORCING BARS (IF REQUIRED)SHUT BE PERFORMED USING E70 XX
S MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. COMPLIANCE WITH CONTRACT DOCUMENTS. ELECTRODES. WELDING WITHIN 4'OF COLD BENDS IN REINFORCING STEEL S FA#: 10094145
N NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
o 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,CH DRAWN 8Y: RB
13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE 3ARIT EN
ECT, STRUCTURAL ENGINEER, CONTRACTOR.AND BUILDING OFFICIAL WELDED '
.c DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS.AND RUBBISH. CHECKED ST. PT
o CONTRACTOR SWILL REMOVE EQUIPMENT NOT SPECIFIED AS REAINING ON 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE. SIZE AND
o THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION L� GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES CURRENT SSJE DATE:
N AND FREE FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE CONCRETE E NOTES: INDICATED. ALL COW-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S.
14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-3t8. 'SPECIFI CATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL 02-04-13
MENBEI2S.'
< HA
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY STAMP:
o DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 2. CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DMA)
c ACCORDANCE WITH CHAPTER 19 OF THE OSSC. STRENGTHS AT 28 DAYS AND
ty. THE CONTRACTOR SMALL PERFORM WORK DURING OWNER'S PREFERRED MIX CRITERIA SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE
HOURS TO AVOID DISTURBING NORMAL BUSINESS. 2B DAY STRENGTHS W/C MINIMUM CEMENT 8• NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'DIA. ASTM
/4:11PRO7(1'e) RATIO CONTENT A307 BOLTS UNLESS NOTED OTHE WISE E 16. THE COINTTLACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CFlPER CUBIC YARD �(s I N g� /Q
j NAMING AT&T.AS ACOITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PLANTING SHALL BE IN �r
AND PE & PD INSURANCE 2.500 PSI S.4S 5 1/2 SACKS '�i
ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PLANT
N ALL WELDS TO WRITTEN INSTRUCTIONS. 7 F'
w 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING CEMENT SHALL BE ASIA C150. PORTLAND CEMENT TYPE II U.N.O. '
All INSPECTIONS. 10.ALL WELDS TO BE 1/4' FILLET UNL`.SS NOTED OTHERRWISE }
18. CAUTIONI CALL BEFORE YOU ONGI BURIED UTILITIES EXIST IN THE AREA 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
ry METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 11. TOUCH UP ALL FIELD DRILLING ,WELDING AND CUT SURFACES WITH 2 COATS OF •
m AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. +�� '"� pL
ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO 4 ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE O V
i CONSTRUCTION. IN OREGON CALL 1-800-332-2344 NR-ENTRAINED WITH AN MR-ENTRJNING AGENT CONFORMING TO ASTM C280, A �'tT g,2
19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND C494, C818, C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND __
THAWING WHILE MOIST SHALL BE AN ENTRAINED IN ACCORDANCE WITH ACI 6
SUBMIT TO AT&T.ALONG WITH REDLINED CONSTRUCTION SET. TOWER/POLE NOTES: - /�*] D.T�y AO 14 318, SECTION A4.1. V VP
'��'lM
1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ,(
20. UP (REDUNING)TO DOCUMENT ED CHANGES MADE IN THE FIELD BY MARKING a } RENEWS: 06/30/2014
UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE S. REINFORCING STEEL SHALL CONFORM TO ASTM A815(INCLUDING SUPPLEMENT ANTENNA LOADING S TO BE DONE BY OTHERS. + 'WN/p"
REDLINED SET TO AT&T. UPON COMPLETION. S7), GRADE 60, y-BO,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO
NOTED ON THE DRAWINGS SHALL BE GRADE 40. y-40.000 PSI. GRADE 60 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
21. FOR COLLOGAl10N SR6: CONTACT TOWER OWNER REPRESENTATIVE FOR REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED
Y PARTICIPATION IN BID WALK, TO ASTI A706. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE AND RESTRAINED Al THE CENTERS SUITABLE TO THE MANUFACTURER'S THE INFORMATION CONTAINED IN
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH REQUIREMENTS. O THIS SET OF CONSTRUCTION
u 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. �jj -V DOCUMENTS IS PROPRIETARY BY
COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 1G+ U -4 NATURE. ANY USE OR DISCLOSURE
•
COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE. PROJECT 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN TirwwMlf bNE9aw, � OTHER THAN THAT WHICH RELATES
x CONSTRUCTION MANAGER AND ARCHITECT. ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT WEE: 4i ✓' Dolor*yam TO AT&T MOBIUPY IS STRICTLY
0 AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER NAIL: PROHIBITED.
23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BARS AT ALL WALL AND FOOTING E TION . LAP CORNER BARS AT STRUCTURAL DRAWINGS AND NOTES SHALL TAKE It
BY AT&T CONSTRUCTION MANAGER. LEAST 30 BAR DIAMETERS OR A MINIMUINIMU M OF 2'-O'. LAP A JACENT MATS OF PRECEDENCE OVER ALL DRAWINGS AND NOTES, SHEET TITLE:
WELDED WIRE FABRIC A MINIMUM OF B'AT SIDES AND ENDS. �,
0 24, WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL
"s. «+
CONFIRM (PRIOR TO SUBMITTING BID)WITH CONSULTING CONSTRUCTION 41� GENERAL NOTES
COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS.
*
E CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO
LOCATE THE TENDONS.
SHEET NUMBER: _i.
G-1 0
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ANTENNAS ALL BURIED GAS LINE
OHT OVERHEAD TELEPHONE LINE 16221 N.E.72nd WAY
REDMOND.WA 98052
— UGT UGT BURIED TELEPHONE LINE
— W W BURIED WATER LINE
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ANTENNA & OTHER CARRIER 6975 SW SANDBURG ROAD
GPS ANTENNAS. �I uO TIGARD,OR 97223
EXISTING DOGHOUSE � ;il PROJECT:
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' �� � O ISSUED FOR
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REV. DATE DESCRIPTION BY
A 10/05/12 PRELIM CDS RE
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ii *T DOCUMENTS IS PROPRIETARY BY
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NOTES. at&t
1. REFER TO STRUCTURAL ANALYSIS
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13'-8" 13'-8' BATTERY CALCULATIONS AND PROPOSED
f / PROPOSED BATTERY AT&T MOBILITY CORP.
• PROPOSED (1) 2'-8' x 5'-2' CONFIGURATIONS. 16221 N E.72nd WAY
SPREADER PLATE. REFER TO REDMOND,WA 98052
SHEET S-1 AND STRUCTURAL 2. STRUCTURAL ROOFTOP ANALYZED
ANALYSIS FOR DETAILS. WITH EQUIPMENT AND ANCHORAGE
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MARATHON BATTERIES. STRUCTURAL ENGINEER TO BE
PROPOSED (1) MARATHON
NOTIFIED BY CONSTRUCTION 4004 KRUSE WAY PLACE
SEISMIC BATTERY RACK W/(20) FROM THE PLANS DEVIATIONS N UTURAL BLDG.4004,SUITE#220
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m
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i EXISTING (2) STRINGS MARATHON BATTERIES.
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OECOARSSIONED AND RENEWS: 06/30/2014
REMOVED.
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11-X17" SCALE 1'-4'
Akainial at&t
MOBILITY
AT&T MOBILITY CORP.
• 16221 N.E.72nd WAY
REDMOND,WA 98052
■velocitelF
complete wireless solutions
4004 KRUSE WAY PLACE
BLDG.4004,SUITE#220
LAKE OSWEGO,OR 97035
503-636-2500(MAIN)
503-636-2501 (FAX)
1
SITE ID #:PR35
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6975 SW SANDBURG ROAD
TIGARD,OR 97223
PROJECT:
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SUBMITTALS
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V. DATE DESCRIPTION BY
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B 11/29/12 ADD BBU RACKS RB
0 02/04/13 FINAL CDS RB
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4004 KRUSE WAY PLACE
Technical Specfications BLDG.4004,SUITE#220
LAKE OSWEGO,OR 97035
Seismic Indoor Battery Rack I Physical Dimensions Rack(H x W x D): 84”x 26.89"x 24"(213 x 68.3 x 60.9 cm) 503-636-2500(MAIN)
Shelf(H x W x D): 13.27"x 21.57"x 21.16"(33.7 x 54.78 x 53.74 cm) 503-636-2501 (FAX)
for Front Terminal Batteries _ (W x D) 26.89"x 24"(68.3 x 60.9 cm)
t k i l i 11 ‘ Weight(without batteries):
Overview >L ~�= 3 Shelf -575 lbs(260.815 Kg) SITE ID #:PR35
I I 4 Shelf -650 lbs(294.835 Kg) TIGARD
The Marathon Front Terminal Seismic Battery Rack is ��� 1 I 5 Shelf -725 lbs(328.854 Kg)
a two-post,wide rail,steel framework supporting 3 to /'"� t 6975 SW SANDBURG ROAD
5 battery shelves. Each battery shelf accommodates Battery Weight 552 lbs per shelf TIGARD,OR 97223
up to four Marathon Front Terminal type lead acid 9 / 1 Capacity:
batteries.The rack system is desi ned to be located -" Construction Material: Frame: hot rolled steel PROJECT:
g .
in an indoor environment for the purpose of providing ( I l i. Materials Collector bus bars:tin plated copper LTE WAVE 2/3
DC back-up power during utility outages. ±, } Finish: UL Pantone, pewter charcoal(rack),telephone ISSUED FOR:
I 1 r gray(shelves),TGIC polyester powder coat REVIEW
The racks are certified to withstand Zone 4 "—I' 1
earthquakes (Telcordia GR-63-CORE) by an ( Battery Cu onfgration ±24 VDC Two strings of two front terminal batteries each per SUBMITTALS
' ! Configuration: shelf. Separate cabling to collector bus bars for may. DATE oESC81Pr
independent national laboratory. I J • j;
I "` ° I� each string. A 10/05/12 PRELIM co S RB
I ±48 VDC One string of four front terminal batteries per shelf. B 11/29/12 ADD BBU RACKS RB
The positive and negative collector buses are sized Configuration: Separate cabling to collector bus bars for each 0 02/04/13 FINAL CDS RB
for 1200 amps and include standard acceptable 2- f. shelf.
hole lug bolt pattern.The standard EIA Universal hole .....rt..,�� I ( I'
• pattern allows for mounting of electronic equipment " i Standard Rack: •Two-post,wide rail, steel framework supporting 3 to 5
when fewer than 5 shelves are mounted in the rack. - II ; , t Components battery shelves
•Two separate insulated collector bus bars at top of
PrimaPrima Benefits 3 rack with cover
ry r •All cabling to connect strings to collector bus bars.
4 • Heavy duty structure can be installed in all " w= , ? • Four removable lifting rings at top of rack.
tt FA#: 10094146
N seismic zones ["""`'�••.L..• �t Battery Shelf: •Shelves bolted to both rack and each other to forma DRAWN BY: RB
• Battery trays adapt to fit different 9 ", rigid sub structure CHECKED BY: PT
s Marathon Front Terminal amp-hour sizes •Two battery hold down bars per shelf with multiple CURRENT ISSUE DATE:
tsi Battery and rack design permits quick mounting locations to accommodate batteries of 02-04-13
v, rY 9 P 4 f I �
installation and easy terminal access [- ---... differing heights. STAMP,
• Factory pre-wired to meet specified DC ..,r .- r-- _., . •Two 1"spacers per shelf to prevent shorter batteries
h voltage requirement 9 ,• i * from shifting position on shelf during seismic activity. AILS PBOf
E • Compact design permits more power in a " ' ' Optional Components Circuit Breaker Kit: Maintenance disconnect circuit breaker for each battery ` I�
smaller footprint i :t., string. Each circuit breaker includes mounting flange, wog .�Glx�:E. O
° i - cover,and required cable from battery to breaker. ` �'7r' 1 -
11 Certification Information Zone 4 seismic(Telcordia GR-63-CORE) i r, ,, ' f
Applications
•Telecommunications A o
• Utility 02/ 4 ' �*'
• UPS
'Sq.
RENEWS: 06/30/2014
GNB Industrial Power
USA-Tel: 888.898.4462
x THE INFORMATION CONTAINED IN
Canada Tel:800.268.2698 THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE. ANY USE OR DISCLOSURE
•x www.exide.com OTHER THAN THAT WHICH RELATES
INDUSTRIAL POWER TO
PROHIBITED D.
i SECTION 43.50 2010-12 INDUSTRIAL POWER SECTION 43.50 2010-12 A 1.
�t41SlOf!U(.E KUd TSC;II7GlGyfCS SHEET TITLE:
st at' EQUIPMENT
1 DETAILS
a
SHEET NUMBER: /� REV.
11 x17 SCALE PITS MARATHON FRONT TERMINAL SEISMIC BATTERY RACK DETAIL 12 Z'•"'° SCALE: MARATHON FRONT TERMINAL SEISMIC BATTERY RACK DETAIL 1
/-'f►��F 0
1r:tr SCAM H15 11 nor SCAL: IRS
at&t
MOBILITY
AT&T MOBIUTY CORP.
• PROPOSED (1) 2'-8" x 5'-2"
16221 N.E.72nd WAY
SPREADER PLATE. REFER TO REDMOND,WA 98052
SHEET S-1 AND STRUCTURAL
ANALYSIS FOR DETAILS. ®VeIOCIreI"
PROPOSED (1) MARATHON complete rirelesS solutions
SEISMIC BATTERY RACK W/(20)
MARATHON BATTERIES. 4004 KRUSE WAY PLACE
BLDG.4004,SUITE#220
LAKE OSWEGO,OR 97035
PROPOSED (1) MARATHON 503-636-2500(MAIN)
SEISMIC BATTERY RACK W/(20)
503-636-2501 (FAX)
MARATHON BATTERIES.
ISITE ID #:PR35
A n 6975 SW SANDBURG TIGRD ROAD
�� TIGARD,OR 97223
0 A. PROJECT:
LTE WAVE 2/3
/ // // ISSUED FOR:
REVIEW
SUBMITTALS
REV. DATE DESCRIPTION BY
A 10/05/12 PRELIM CDS R8
. B 11/29/12 ADD MU RACKS RB
/ Nt. " _
0 D2/04/13 FINAL CDS RB
GROUNDING NOTES 8 LEGEND
•
e GROUND PROPOSED / \ NOTES
MARATHON SEISMIC
BATTERY RACKS TO /
1. ALL DETAILS ARE
D CONSTRUCTION VARY DUE To SITE SPECIFIC CONDITIONS
EXISTING GROUNDING / \ _R.
SYSTEM W/ #6 AWG \ .. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER
I METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO
Q SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS
MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND
i �- CWX SHIELD AT BOTH ENOS MO EXIT FROM TOWER OR POLE USING -
MFR'S PRACTICES.
4 • GROUND PROPOSED FA#: 10094146
I MARATHON BATTERY RACKS TO SEISMIC 3. ALL GROUND CONNECTIONS SHALL BE CAMEL).ALL WIRES SKILL BE DRAWN BY: RB
o COPPER THHN/THYN.ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE ABOVE GROUND. CHECKED BY: PT
o - EXISTING GROUNDING CURRENT ISSUE DATE:
N 4. CONTRACTOR TO VERIFY FWD TEST GROUND TO SOURCE GROUNDING
N SYSTEM W/ +6 AWG MID OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T
a WIRELESS. LLC. REPRESENTATIVE 02-04-13
o PROPOSED 1 MARATHON STAMF•
GROUND PROPOSED ( ) a. PROVISION AND OCOMPLYGWfTH ALL REQUIREMENTS OF GROUNDING
`. ALPHA TECHNOLOGIES SEISMIC BATTERY RACK W/(20) STANDARDS.
r, I MARATHON BATTERIES. n
24VDC CXPS 24-4T / r `Q� Y PR POWER RACK TO / B. GROUNDING CONTRACTOR
EM,TANS TO OAPPROOVUALO F DESIGN 9Y ��`V P fJf
E EXISTING GROUNDING / a • PROPOSED (1) 2'-8" x 5'-2" REPRESENTATIVE. G 1 N
AUTHORIZED AT&T MOBIUtt PRIOR TO INSTALLATION
N SYSTEM W/ #6 AWG �� =� SPREADER PLATE. REFER TO GROUND RING S,STF]A. PHOTO DOCUMENT ALL CADWELDS AND `C� �t.�
/ Il v
N =� Y Y SHEET S-1 AND STRUCTURAL 4'7r F "— 4 4�Ale M ' ANALYSIS FOR DETAILS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SialLM DUE TO SITE SOIL CONDITIONS.
111.0.11 Ilti GROUNDING ROD NOTES
:rims: ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING A Z�{�
/0" A." ���'/"/""����• ONCE THE GROUND SYSTEM HAS BEEN INSTALLED:A QUAURED d .�
INDMOUAL. UTIUZING THE FALL OF POTENTIAL METHOD. SHOULD 02/ T D.TIO
PERFORM THE TEST, THE REPORT WILL SHOW THE LOCATION OF THE
TEST AND CONTNN NO LESS THAN 9 TEST POINTS ALONG THE TESTING
PROPOSED (1) MARATHON uNE.
POIM GROUND OUT TO SHOW THE
TEST OR 3 PANT PLATEAU.
t[SIS WILL NOT BE RENEWS: 06/30/2014
SEISMIC BATTERY RACK W/(18)
MARATHON BATTERIES. ACCEPTED AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS.
o TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED
Y FROM THE A/C SYSTEM GRIDS AND EX15T1NG COMMUNICATIONS FACILITY. THE INFORMA710N CONTAINED IN
THIS SET OF CONSTRUCTION
i DOCUMENTS IS PROPRIETARY BY
PROPOSED (2) PROPOSED ALPHA TECHNOLOGIES SYMEIOL DESCRIPTION SYMBOL DESCRIPTION NATURE ANY USE OR DISCLOSURE
f 0 COLLECTOR PLATES. 24VDC CXPS 24-4T POWER
N OTHER THAN THAT WHICH RELATES '
K. �I' ... COPPER GROUND ROD TEST WELL TO HIBIT MOBIUTY IS STRICTLY
PROHIBITED.
SHEET TITLE:
•o _•'`a'_ A . CADDWELD CONNECTION GROUND BAR
\-A GROUNDING
I si SIDE SPLICE CADWELD -• # • PLAN
FIELD VERIFY&TIE INTO DOSTiNc GROUNDING SYSTEM
1
'24"x38• SCALE 1•■2• o
11'x17 SCALE 1'-4' GROUNDING PLAN ] E-♦
ELECTRICAL SPECIFICATION:
TIE INTO EXISTING
1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL SERVICE �;,� ,,,; } }
ELECTRICAL CODE. ---200 AMP SUB FED a`�`
• 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL 120/240 V, 10, 3W. NOTE: COAT ALL MECHANICAL CONNECTIONS t, .z MOBILITY
APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UT1UTY GUIDEUNES. . VERIFY VOLTAGE WITH "NOOX" OR APPROVED EQUAL °°°"
3, PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING M, NEW COAXIAL GROUND KITS W/ AT&T MOBILITY CORP.
• OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO LONG BARREL COMPRESSION 16221 N.E.72nd WAY
THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. ----200A-2P DOUBLE LUGS, ATTACH TO GROUND REDMOND,WA 98052
BREAKER BAR & INSTALL BY ANTENNA
4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE CONTRACTOR (CADWELD TYPE-GL)
CONFORMING SO TO UL ARTICLE 651: WESTERN PLASTICS TYPE CARBON TIB MANUFACTURER.I COOT, LL SHALL BE NEW 4"x 24"x 1/4" thk COPPER ■ V elocitei
SUP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL 200A TRANSFER
BE 30" MINIMUM RADIUS. SWITCH/ GALVANIZED GROUND BAR. complete Wireless solutions
DISTRIBUTION PANEL INSTALLED BY GENERAL
5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED).
TRANSFER EMERGENCY CONTRACTOR 4004 KRUSE WAY PLACE
6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS-UNKED POLYETHYLENE. SWITCH GENERATOR RECD. BLDG.4004,SUITE#220
• _ U 0 LAKE OSWEGO,OR 97035
7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF 503-636-2500(MAIN)
UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 200A-2P MAIN i, 503-636-2501 (FAX)
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, RUNG, AND FEES IN CONJUNCTION WITH THE • BREAKER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PROJECT. 60 2 • 35/2 •
1101 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND { • • • • �� TO MAIN & � O SITE ID #:PR35
INFORM CINGULAR 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED ARRESTOR • • • • ` CABINETS
BTS 0 0 0 0 0 0 0 0 0 0 0 TIGARD
TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 6975 SW SANDBURG ROAD
20 1 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL TO LIGHT(S) •20/1 _ITO PROPOSED I n
& OUTLETS BBU CABINETS 24• l"I TIGARD,OR 97223
(SP'CE) r
11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A TO MICROWAVE • • • -i(FUTURE) FIELD VERIFY
WORKMANUKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE (FUTURE) • PROJECT:
WAVE 2/3
PROGRESS OF THE PROJECT. TO BATTERIES • • • • TO OPTIONAL _
12. THOROUGHLY TEST ALL ONES FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE (FUTURE) (SPACE) } Ts CABINETS ISSUED FOR:
PROPER OPERATION TO GPS MICRO- • • (FUTURE) •-#2 SOLID BARE TINNED COPPER REVIEW
WAVE RADIO GND WIRE CADWELD (TYPE-GL) .
13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPUCES SYSTEM (FUTURE) — SUBMITTALS
14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. REV. DATE DESCRIPTION BY
A 10/05/12 PRELIM CDS R8
15. FL ALL CONDUUIT RO G SHALL SHALL BY BE ALL RDINA EDSWITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION ELECTRICAL ONE-LINE DIAGRAM 4 GROUNDBAR DETAIL 3 B 11/29/12 ADD B81.1 RACKS RB
0 02/04/13 FINAL CDS RB
16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES,
EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG
SIDE OF THE BREAKER. NOTE:
• 18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A ARE •ALL CONNECTIONS TO BE CADWELDED
RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. •USE MECHANICAL CONNECTIONS ONLY
WITH THE WRITTEN APPROVAL OF THE
19. U11UZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS CONSTRUCTION MANAGER
FA# 10094145
•HOISTING GRIP TO BE INSTALLED BELOW DRAWN BY: RB
"
ELECTRICAL SPECIFICATIONS
- TOP GROUND KIT. CHECKED BY: P"
0
6 PROPOSED CXPS PROPOSED LUCENT CuRRENTISSUE DATE.
i 24-4T CORDEX UMTS CABINET 02-04-13
5 POWER SYSTEM
EXISTING GSM PROPOSED (4) MARATHON STAMP
\�• r` GROUND PROPOSED CXPS 24-4T CABINETS SEISMIC BATTERY RACKS
,�\ �,.�; •
CORDEX POWER SYSTEM TO
EXISTING SHELTER GROUND BAR PROf
E ED
o TYPE TA TYPE VN TYPE NC TYPE SS —_ —_ —= PROPOSED DC CABLES 4rt,to
H 1F
I ✓ 1- - — — — — — _ I/ PROPOSED COLLECTOR fr f,y _ i �•N PLATES ,ry,u�
■ r' I LI .oQ ,9.�
TYPE VV TYPE VS TYPE VB TYPE PT I NMI 02, ""�p"^[�$
E V TYPE
• P i� RENEWS: 06/30/201 IIIIN
x II• ' ... THE INFORMATION CONTAINED IN
PROPOSED DC CABLES THIS SET OF CONSTRUCTION
V
TYPE GT TYPE GY TYPE GR TYPE GI NATURE. ANY USE OR(DISCLOSURE
I x { M y OTHER THAN THAT WHICH RELATES
tl 9 g % ___-!1 C 9 TO AT&T MOBILITY IS STRICTLY
O PROHIBITED.
B
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES SHEET TITLE:
o - CONSULT WITH PROJECT MANAGER FOR SPECIFIC SCHEMATIC
,TYPES OF CADWELDS TO BE USED FOR THIS PROJECT.
GROUNDING PLAN
S-'EE' NuMB=R REV.
CADWELD DETAILS 2 TOWER GROUNDING SCHEMATIC DIAGRAM I E-2 0
•
2" I 4'-10"MARATHON DIM r 2"
GC SHALL FIELD VERIFY 1/2"0x10"LAG SCREWS
• CABINET ANCHORAGE LOCATION INTO NEW {/^�''
—
BLOCKING THRU NEW FIELD DRILLED — 5
_ V .
r PLATE 1/2"0x10"LAG
BL GANCHORAGE Q m
•
r NEW MARATHON RACK NEW MARATHON RACK NEW 3X BLOCKING
OVER NEW 3x14'S \a
d
... ... ... I ■ o
.... )J
_I i� 14 1 _-- ______�� _. _ 19
I► ��; �'!
I \i.
S a L
I\ f'j I f
i i j ; 1 0
1 I .
\ �..ra
1 �i1 /x\ l 1 i i l +m 06 cii-
EXISTING JOIST @ 170.0 1/113-` ,, .
1 1 1'0 1 1'-0" 1 1'-0"
i •
i * 4, c_ c.. * *ADJUST AS NEEDED
NEW3x14 HF#1 JOIST(8 TOTAL)
MN
SECTION DETAIL 2 LDC Commercial
22"x34"SCALE:1 1/2"=1'-0" Intrastructi..e
22"x34"SCALE:3"=1'-0"
Residential
114E OVIL(NO6 060 CROUP Telecom
14201 NE 2000 St.1100 50.425 806 1869
Nt Wooaim,N..WA 08272 Fa.4254822603
wvw LDCmrp corn
24"DIM 2'-0"MAX i W21
E
PROPOSED MARATHON RACK 1/2"0 x 10"LAG SCREWS(2)PLACES EACH JOIST DATE: 1-29-13
6'MIN �� (PREDRILL TO AVOID SPLITTING) DRAWN BY. CAG
TYP CHECKED BY' MEV
12 4 x 5'-2"x 2'-8"SPREADER FLOOR
R PLATE •
REVISIONS
S - T REV DATE DESCRIPTION ST
1
t 1-21-1 PR Y CONSTRUCTOR EV
2 2U1-13 FINAL CONSTRUCTION LEV E '''```----
2
3
#8x3/4"TEK SCREWS(5)PLACES EACH SIDE
c + 4. `cpEpPROFt
PLACE BLOCKING CUT FROM '�u\y,�?GIRfF
10d X 1-1/2"(5)PLACES ON + a- 5297• .NN.
3x UNDER SPREADER q EACH SIDE
I .71'20 we
S
+ I npta5I 5/05/.•
c`
F SITE
Al
/ +
R PR35
TIGARD
< SIMPSON HU314
6975 SW SANDBERG RD
TIGARD,OR 97233
PROPOSED WWPA 3x14 H-F#1((6)TOTAL)
EXISTING W12x62 I •
■
NOTES: _ SHEET TITLE
n '1 #8 TEK SCREWS SHALL HAVE ALLOWABLE SHEAR STRENGTH GREATER THAN OR EQUAL TO TO 335#PER SCREW.
STRUCTURAL DETAILS
2. BOND FURRING TO JOIST AND FLOOR WITH CONSTRUCTION GLUE WHICH DEVELOPS THE FULL CAPACITY OF THE JOIST AND PLYWOOD FLOORING
0
SHEET NUMBER
SECTION DETAIL .� $—�
22"x34"SCALE.3"=1'-0'