Plans (64) DESIGN CONSULTANT
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AT&T MOBILITY CORP.
JAN 2 ?016 19801 SW 72ND AVE.,STE.200
at &t16780AGATE POINTROADNE TUALATIN.OR 97062
BAINBRIDGE ISLAND,WA 98110
OFFICE(582)900.3898-FA%(E02)218-8820
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PROPRIETARY INFORMATION BUILDING DIVISION VEL OCITEL
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
PFAFFLE ENGINEERING INNRVATION
DOCUMENTS IS PROPRIETARY 13Y NATURE ANY USE OR 8530 SOUTHWEST PFAFFLE 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 LAKE OSWEGO,OR 97035
503-636-2500(MAIN)
P R 7 2 FA: 10094109 503-636-2501(FAX)
REDS VERSION: 1.0 DATE UPDATED: 11/16/15
VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR72
APPLICANT: PROPERTY OWNER: DWG. DESCRIPTION PFAFFLE
= FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. 18655 NORTHEAST CHEHALEM DRIVE
NO. 8530 SE PFAFFLE STREET
m 4004 KRUSE WAY PL, SUITE #220 NEWBERG, OR 97132 T-1 TITLE SHEET TIGARD,OR 97223
SWsweSt m LAKE OSWEGO, OR 97035 DONALD M SCHAEFER/ MICHAEL GN-1 GENERAL NOTES
h r Shop ■ MICHAEL BIRNDORF MUNCH
= 2 PH: (503) 421-2251 PH: (503) 227-4515 A-1 OVERALL SITE PLAN PHO,tECI%,
$1 � PROJECT ENGINEER: TOWER OWNER: A-2 COMPOUND LAYOUT PLANS LTE 3C-4C
dnpenmenls' a CROWN CASTLE IA-3 EQUIPMENT LAYOUT PLANS
FDH VELOCITEL INC. 2000 CORPORATE DRIVE A-4 ELEVATIONS �ED FOR
4004 KRUSE WAY PL, SUITE X220 CANONSBURG, PA 15317 RF-1 ANTENNA CONFIGURATIONS REVIEW
3 LAKE OSWEGO, OR 97035 PH: (724) 416-2000
ON SITE LOgofgN PAUL TIBBOT, P.E. RF-2 RF DETAILS SUBMITTALS
g N fa e PH: (503) 310-9225 BU#: 855861 G-1 GROUNDING PLAN FV. DATE DESCRIPTION 81•
G-2 GROUNDING DETAILS
> ZONING CONSULTANT: A&E CONSULTANT: A 12/15/15 PRELIM CDS DH
X FDH VELOCITEL INC. INTEGRATED DESIGN SERVICES GROUP o of/zz/ts FINAL CDS J8
p sw PLarfle sL 4004 KRUSE WAY PL, SUITE 1220 16780 AGATE POINTE RD. NE, 1 01/27/16 CLIENT COMMENTS JM
LAKE OSWEGO, OR 97035 BAINBRIDGE ISLAND WA 98110
MICHAEL BIRNDORF JON BOUTIUER
PH: (503) 421-2251 (602) 769-9068
CONSTRUCTION MANAGER:
> i FDH VELOCITEL, INC.
h = ® 4004 KRUSE WAY PL, SUITE J220
2., LAKE OSWEGO, OR 97035
' JAY TELFORD
PH: (503) 349-2149
N CODE INFORMATION: FFAj- �: DN 94109
as ZONING CLASSIFICATION: R-25 - TION
Jo-Am Fsbricc and Cnh•a QEp®9Y:
NTS OMw TRe a � BUILDING CODE: IBC 2012 - ''gyp_-
NTS CONSTRUCTION TYPE: TELECOMMUNICATIONS FORS hff%V* 1�Z7�16
OCCUPANCY: UNOCCUPIED
JURISDICTION: CITY OF TIGARD S
DRIVING DIRECTIONS SITE LOCATION: (BASED ON NAD 83) aT�
DIRECTIONS:FROM DOWNTOWN PORTLAND TAKE 1-5 SOUTH. TAKE THE TIGARD EXIT. (HWY 99W) FOLLOW HWY 99W WEST. TRAVEL PAST FRED MEYERS, & OVER HWY TAX LOT III: 1S135DAO1000, R275099
217 TILL YOU GET TO HALL BLVD. TAKE A RIGHT AT HALL BLVD. FOLLOW HALL BLVD. OVER THE HWY 217 BRIDGE. THE SITE IS AT THE CORNER OF HALL & LATITUDE N 45' 26' 16.50• (45.4379)
PHAFTTE DIRECTLY ACROSS THE BRIDGE. LONGITUDE W 122' 45' 53.60' (-122.7648) GIN
Pe> t ��✓` `y� E O
TOP OF STRUCTURE AGL 80'-O' Cz CV .Q
BASE OF STRUCTURE AMSL t 228.0' (ASSUMED) Ad�Y-_ r
PROJECT AREA, °idto 86899 E
APPROXIMATE LEASE AREA: 319 SQ. FT. R� �uCa 2T, 2016
GENERAL INFORMATION: moi• Daft OREGON
1. PARKING REQUIREMENTS ARE UNCHANGED.
APPROVAUSIGN OFF OF DRAWINGS 2. NO SIG Is IS PROPOS y
3. NO SIGNAGE IS PROPOSED. '9<qH E MO
N(G
CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE PROJECT DESCRIPTION: OFFICE COPY
CONSTRUCTION MANAGER COMPLIANCE a AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO EXPIRES:
12131116
LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 80" MONOPOLE THE INFORMATION CONTAINED IN THIS
TOWER AND AN EQUIPMENT SHELTER. SET OF CONSTRUCTION DOCUMENTS 6
PROJECT MANAGER DEPLOYMENT MANAGER � �AIr IrsEOR
' REMOVE 1) EXISTING GSM 1900/850 PANEL ANTENNA PER SECTOR, (3) SECTORS TOTAL DISCLOSURE OMER THAN WT WHICH
SITE ACQUISITION ( REIATES TO AT&T MOMM IS STRMY
EQUIPMENT ENGINEER INSTALL 1 NEW LTE AWS PANEL ANTENNA PER SECTOR, (3) SECTORS TOTAL PROH■RED,
ZONING INSTALL 1 NEW LTE AWS RRH UNIT PER SECTOR, (3) SECTORS TOTAL
INTERCONNECT INSTALL 2 NEW DC POWER CABLES TO PROPOSED DC SURGE SUPPRESSOR ON MONOPOLE TrrLE
SITE ACQUISITION MANAGER INSTALL NEW 4C RADIO EQUIPMENT INSIDE EXISTING LTE CABINET ON EXISTING AT&T PAD
OPERATIONS INSTALL (1) NEW SURGE PROTECTOR IN EQUIPMENT RACK
PERMITS RF ENGINEER INSTALL (1) NEW LTE WCS/GSM 850 PANEL ANTENNA PER SECTOR, (3) SECTORS TOTAL TITLE SHEET
_ INSTALL (1)) NEW WCS RRH PER SECTOR, (3) SECTORS TOTAL
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SHIFT NuMem rsEV
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
T-1
IL—
GENERAL NOTES% GENERAL NOTES NUM) COTJCRETE NUM WONTINUEO) 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 ANDt+1. }}f�}}
ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ACCORDANCE WITH AC1 315 AND 318. UIP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. a`K`
SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS ` r 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 bM=
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. 19601 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. TUALATN,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 B. 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 � VELOCITEL
THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.
CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO
ENRINEE RING INNnVATInN
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 IBS 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
4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MTI, METAL LAKE OSWEGO,OR 97035
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 MFR MANUFACTURE 503-636-2500(MAIN)
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 SWILL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (S #5 BARS) 1Jz" CONIC CONCRETE MIN MINIMUM
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TiES CONST CONSTRUCTION MISC MISCELLANEOUS
PROJECT AND IMPROVEMENTS IN ACCORDANCE WiTH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUiT PRODUCT SLABS AND WAILS (INTERIOR FACE) 34 CONT CONTINUOUS NA NOT APPLICABLE
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRARC OF TACOMA, WA DBL DOUBLE NIC NOT IN CONTRACT SITE ID: PR72
WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANi' CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. a 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 DWG DIAGONAL DC ON CENTER PFAFFLE
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. ON DOWN OD OUTSIDE DIAMETER
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE CONSTRUCTION DUST AND DEBRIS.
13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DET DETAIL POD PLYWOOD 8530 SE PFAFFLE STREET
DWG DRAWING PRROP PROJECT TIGARD,OR 97223
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
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 EEC ELECTRICAL, REQ REQUIRED I 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 3C-4C
14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE SKT 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 WAIVED BY ENGINEER AND LOCAL FINE FINISH SIM SIMILAR �FOR:
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. JURISDICTION. FLUOR FLUORESCENT SPEC SPECIFICATION REVIEW
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE R.R FLOOR SF SQUARE FOOT
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED STRUCTLIRAL STEEL NOTM, FT FOOT SS STAINLESS SiEEL 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 RV. DATE DESCRIPTION 13Y
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 12/15/75 PRELIM CDS DH
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 PUBUC GRND GROUND SUSP SUSPENDED 0 01/22/16 FINAL COS JB
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 1 01/27/16 CLIENT COMMENTS JM
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD 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 SWILL 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/0 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 L CONFORM TO THE FOLLOWING REQUIREMENTS:
STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE LEGEND
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT TYPE OF MEMBER PARCEL
-SUBJECT PA
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/: 10094109
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI SECTION LINES DRAWN gy; DH
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
IN 8' (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98%ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI - - RIGHT-OF-WAY LINES a& tt
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WiTH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI BSUE
NOT LESS TFVN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E ANCHOR BOLTS ASTM A307 -.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 - - - - °PROPOSED CONTOUR- MINOR 1/27/16
1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR
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 If
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. -COAXIAL CABLE RUN
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT O
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WiTH A.IS.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 RUN 5�
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 BEGINS TELECOM UNDER/OVER HEAD C9 tJ ,Q 0
DURING CONSTRUCTION AND DISPOSE OF AIL 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 °
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING RFJNFORCING BARS (IF REQUIRED1 SHALL BE PERFORMED USING E70 XX -'-" -^ -FENCE - CHAINUNK, /W BARB 86899 E
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WiTHIN 4 OF COLD BENDS IN REINFORCING STEEL IS ""���� 27, 2016
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF f
14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WiTH CONCRETE NOTES@ WELDED BARS. OREGON
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
CRETE SHALL
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES
15 TOEAVOID�DISTURB NG SHALL PERFORM
BUSINESS.DURING OWNER'S PREFERRED HOURS 2. ACCORDANCE WITHBC MFIAPTER 9�OF0 THE OSSCCCEMENT SJD PLACED IN HALL BE ASTM C150, 'SPECIFICATIONN FOR THE DESIIGGN OFCOLD-FORE STEFRAMING SHALL ELNSSTTRRUCTTUORALL E A.I.S.S. 9�gry E MID
3 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES PORTLAND CEMENT TYPE 11 U.N.O. MEMBERS."
NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) 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.) � TFfCUTA710N'o N IP
PE AND PD INSURANCE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
SET OF CONSTRUCTION DOCLNENTS IS
PROPRIEARY LYf 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 B. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM ® DISCLOSURE OM TIYW THAT WHICH
INSPECTIONS. WiTH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE RELATES TO AT&T NONU Y IS STWTLY
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROMBRm.
a 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
CAUTION! CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND ACCORDANCE WiTH THE SPECIFICATION AND IN ACCORDANCE WiTH THE PAINT
TITLE
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS. Know What's below. SHS
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call before you 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 OTH
WELDS TO BE 1/4" FILLET UNLESS NOTED ERWISE
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO
x 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 fiQF: I SHEET NUMBER REV.
SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WiTH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL STRUCTURAL DRAWINGS AND NOTES SHALL TAKE
PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 1
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19801 SW ND AVE.,SIE.200
TUALATIN,OR 97062
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4004 KRUSE WAY PLACE
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SW PFAFFLE ST SEE SHEET A-4
(E) SIDEWALK 503-636-2500(MAIN)
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LTE 1900/700 350' 84'-6" 4 ALU AA 3JR52703AAAA 1'/4' 2' YES NONE 2 0 FIBER 0NO 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP.
POS.OF ELEC. MECH. NUMBER OF COAX VELOCTTEL CONSTRUCTION MANAGER AND/OR RF 19801 SW 72ND AVE.,STE.200
SECTOR H AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX 0 LENGTH CIPLEXED ENGINEER PRIOR TO CONSTRUCTION TUALATIN,OR 97062
LTE WCS/GSM 850 135• 84'-6" 1 Co S<ope SBNHH-1D65C 4'/4' 0' YES NONE 1 2 FBER 0' No
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SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: ►.
® COPPER GROUND ROD ' at&t
1. GROUNDING SHALL BE INSTALLED 6' BELOW FROST DEPTH OR 30' BELOW ,.d,
. ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. MOBILITY
s'
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® GROUND BAR19801 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
FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT
I��NI EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFRS PRACTICES. VELOCITEL
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ENDINEE RIND INNOVATION o
ALPHA 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
503-636-2500(MAIN)
6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX)
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
I
cmi 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SITE ID: PR72
yv REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO
NEW LTE WCS ANTENNA DOCUMENT ALL CADWEIDS AND GROUND RING PFAFFLE
(1) PER SECTOR, (3) TOTAL
y B. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 8530 SE PFAFFLE STREET
In GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223
NEW WCS RRH, _
(1) PER SECTOR, (3) TOTAL GENERAL ROD NOTES OMFIRE
• I PRDIECf:
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE
LTE 3C-4C
27— t7/, tiTHE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR
rl�tif `7 'x-
r UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. REVIEW
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LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO
SUBMITTALS
SHOW THE PLATEAU. REV. DATE DESeRvnoN BY
Y
_ Y1a��� 2. 2 POINT GROUND TE57 OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 12/15/15 PRELIM CDS DH
AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 01/22/16 FINAL CDS JB
�' PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM 1 01/27/16 CLIENT COMMENTS JM
GRIDS AND EXISTING COMMUNICATIONS FACILITY.
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SHEEE TITLE:
GROUNDING
PLAN
SHEET NUMBER: REV.
1
22x34'SCALE: N.T.S. �± j
11•x,7'SCALE: N.T.S. ANTENNA GROUNDING PLAN 1 G-♦1
i` SURGE PROTECTOR IDOUBLE CRIMP
i
do OR FIBER POWER CONNECTION (TYP)
CONNECTOR l� �� 4"x30"x1/4" at&t
ANTENNAIA� THICK COPPER at&t
x GROUND RING i� �-� a� GALVANIZED X"x4"x1/4" GROUND KITS WITH LONG BARREL MOBILITY
I i �S \ GROUND BAR THICK COPPERCOMPRESSION DOUBLE LUGS AND
I RRH(S), TYP TMA Y/' .4. BOND RF GALVAPIIZED INSPECTION WINDOW, ATTACH TO
~
BUS BARS GROUND BAR GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP.
.d ( ) 19801 SW 72ND AVE.,STE.200
I DC/FlBER I �S TO "I" SECTION
4%-
1-1—E
vTo RRHo FO I"—cx cx Ix o ° ISOLATOR TUALATIN,OR 97062
UTILIZE GROUND KITS WITH o o 0 0 0 0 0 0 0 0 0 0 0 0 0 (WHEN
IOE E � j��� WALL MOUNTING' o o 0 0 0 0 0 0 0 0 0 0 0 0 0 APPU�LE)
I °X 1 #2 AWG AND 2-HOLE ° 000 00000000000 °
W j 1 (2) #2 AWG GROUND I °y BRACKET 1``_) COMPRESSION LUGS UNLESS 0 0 0 0 o o o o o o 0 o o 0 VELOCITEL
' W \ -�WIRE TO RRH�TYP' / \ ISOLATOR, TYP ^7 SPECIFIED OTHERWISE ° 2 SOLID BARE o
1 '
w �_--
---------------- �� "A" SECTION BONDED TO: TINNED COPPER TYPE W IYPE-1(� IY2�1!@ TYPE PZ ENGIN EE RING INNOVATION
° / BOND DC BUS BAR(S) do INTERIOR GROUND RING WIRE CADWELD
U POTENTIAL SURGE PRODUCING pR� EARTH GROUND (TYPE-GL)
DC AND FIBER TO COAX RUN EQUIPMENT TO "P" SECTION 4004 KRUSE WAY PLACE
SURGE PROTECTOR(S) °° °°° (BURIED GROUND RING) BLDG.4004,SUITE#220
VId EXOTHERMICALLY WELD #2 AWG METALLIC COLD WATER PIPE *X• - VARIES o LAKE OSWEGO,OR 97035
MOUNT GROUNDING BUS BAR NEAR
�2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) 503-636-2500(MAIN)
w ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING I
U CONDUCTOR TO GROUND BAR. BUILDING STEEL 503-636-2501 (FAX)
P MOUNT GROUNDING BUS BAR -- ROUTE CONDUCTOR TO BURIED (IF AVAILABLE)
TO TOWER AT GROUND LEVEL GROUND RING AND PROVIDETYPES TYPE GY TYPE GR TYPE GL
w PARALLEL EXOTHERMIC WELD
WITH ISOLATION. SITE ID: PR72
o NOTE: CADWELD 'TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH
= 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. PFAFFLE
SCALE : NTs GROUNDING SCHEMATIC DIAGRAM 5 NTS SCALE: CELL REFERENCE GROUND BAR(CRGB) 4 SCALE NTs GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 2 8530
SE PF,FFLE
97223EET
TIGPROJECT:
LTE 3C-4C
ISSUED FOR
REVIEW
SUBMITTALS
REV. DATE DESCPoP110N BY
A 12/15/15 PREJM CDS DH
0 01/22/16 FINAL CDS JB
1 01/27/16 CLIENT COMMENTS JM
FAJ. 10094109
g DRWN BY: DH
as CMEx1�D 81! it
EM QUE, AF
1/27/16
0
O
7-
8689. E
fa�c 27, 2016
• OREGON
94,q E. MoN�J
a THE`IFORMATpII'CO ZO4/1}15''
SET OF WNSIRUCIION DOWMDM IS
PROPWAW BY NATURE ANY USE OR
> DISCLOSURE OBER THAN THAT*"
RELATES TO AT&T MMUTY IS STRICRY
M06 em.
SHEET TnLE*
i
GROUNDING
DETAILS
SHEET NUMBEJC REV.
NOT USED 1 G-2 I1