HomeMy WebLinkAboutPermit Building 2016-11-07THIS PERMIT SHALL EXPIRE IF THE WORK
AUTIMRIZED UNDER THIS PERMIT IS NO]
CO,'OMENCED OR Ic AE?NIdDONED FOR
ANY 180 DAY PERIOD.
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIR SET OF CONSTRIIOnoN
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T
MOBILITY SERVICES IS STRICTLY PROHIBITED.
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follow rules adopted by the Oregon Utiles LML � _ c)ckk
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Your world. Delivered.
EG02 / HWY 126 & MOHAWK -
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477 - --
FA#: 10127841
GENERAL LOCATION MAP
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DRIVING DIRECTIONS [FROM NEAREST AT&T OFFICE] - (AT&T OFFICE IN TUALATIN)
FROM AT&T OFFICE START OUT GOING WEST ON SW WARM SPRINGS ST TOWARD SW BOONES FERRY RD. TAKE THE IST RIGHT ONTO SW BOONES FERRY RD. TAKE
THE 2ND RIGHT ONTO SW TUALATIN SHERWOOD RD. SW TUALATIN SHERWOOD RD BECOMES SW NYBERG ST. MERGE ONTO 1-5 S/PACIFIC HWY 1 S TOWARD
SALEM. MERGE ONTO OR -126 E VIA EXIT 194A TOWARD SPRINGFIELD. TAKE THE MOHAWK BLVD EXIT. TURN RIGHT ONTO MOHAWK BLVD. TURN LEFT ONTO
OLYMPIC ST.
APPROVAL/SIGN OFF OF DRAWINGS
CONSULTANT GROUP SIGN OFF DATE SIGNATURE
AT&T SIGN OFF DATE SIGNATURE
CONSTRUCTION MANAGER
COMPLIANCE
LANDLORD'S REPRESENTATIVE
CONSTRUCTION MANAGER
PROJECT MANAGER
DEPLOYMENT MANAGER
SITE ACQUISITION
EQUIPMENT ENGINEER
ZONING
INTERCONNECT
SITE ACQUISITION MANAGER
OPERATIONS
PERMITS
RF ENGINEER
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
RF ENGINEER MANAGER
PROJECT INFORMATION
APPLICANT:
LAND OWNER:
DWG.
N0.
FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP.
WARREN/ HOWARD PARTNERSHIP
#3
4004 KRUSE WAY PL, SUITE #220
14855 SE 82ND DR.
SV -1
LAKE OSWEGO, OR 97035
CLACKAMAS, OR 97015
GN -1
JACOB FINNEY
KEVIN HOWARD
A-1
PH: (503) 896-0226
PH: (971) 236-9505
A-2
PROJECT ENGINEER:
TOWER OWNER:
A-3
FDH VELOCITEL INC.
CROWN CASTLE
2000 CORPORATE DRIVE
4004 KRUSE WAY PL, SUITE 1220
C, PA 15317
LAKE OSWEGO, OR 97035
CROWN SITE ID:
PAUL TIBBOT, P.E
SITE NAME: SPRINGFIELD
PH: (5D3) 636-2500
EQUIPMENT DETAILS
A-7
SITE DETAILS
A-8
GRADING & EROSION CONTROL PLAN
'J
A-9
GRADING & EROSION CONTROL DETAILS
F; "w
A-10
GENERATOR DETAILS
A-11
PROPANE TANK DETAILS
A-12
SIGNAGE DETAILS
CONSTRUCTION MANAGER:
FDH VELOCITEL, INC.
4004 KRUSE WAY PL„ SUITE 1220
SIGNAGE DETAILS
X
LAKE OSWEGO, OR 97035
t
'4 j
��
JAY TELFORD
RF DETAILS
PH: (503) 636-2500
RF DETAILS
X
CODE INFORMATION:
,
ZONING CLASSIFICATION: LIGHT -MEDIUM INDUSTRIAL
(1-2)
�'►
GROUNDING PLAN
BUILDING CODE: IBC 2012
G-2
GROUNDING DETAILS
CONSTRUCTION TYPE: 118
G-3
GROUNDING DETAILS
OCCUPANCY: S-2
G-4
GROUNDING DETAILS
JURISDICTION: CITY OF SPRINGFIELD
E-1
UTILITY SITE PLAN
E-2
ELECTRICAL DETAILS
SITE LOCATION: (BASED ON NAD 83)
E-3
ELECTRICAL DETAILS
TAX LOT #: 17-03-25-4-1-102`-7
LA11TUDE: N 44' 03' 35.38" (44.059828)
LONGITUDE: W 122' 59' 15.69" (-122.987692)
TOP OF (E) STRUCTURE AGL: 154'-0"
BASE OF STRUCTURE AMSL: t 470.0'
PROJECT AREA:
APPROXIMATE LEASE AREA: 280 SQ. FT.
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED,
3. NO SIGNAGE IS PROPOSED.
PROJECT DESCRIPTION:
AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO
TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 150FT MONOPOLE
AND AN EQUIPMENT ROOM,
AT&T WILL INSTALL ON TOWER:
• (1) LTE WCS FILTER - GAMMA SECTOR ONLY
DRAWING INDEX
IN
USE
DWG.
N0.
DESCRIPTION
X
T-1
TITLE SHEET
SV -1
SURVEY
X
GN -1
GENERAL NOTES
X
A-1
OVERALL SITE PLAN
A-2
COMPOUND LAYOUT PLANS
A-3
EQUIPMENT LAYOUT PLANS
X
A-4
ELEVATIONS
A-5
EQUIPMENT DETAILS
A-6
EQUIPMENT DETAILS
A-7
SITE DETAILS
A-8
GRADING & EROSION CONTROL PLAN
A-9
GRADING & EROSION CONTROL DETAILS
A-10
GENERATOR DETAILS
A-11
PROPANE TANK DETAILS
A-12
SIGNAGE DETAILS
A-13
SIGNAGE DETAILS
X
RF -1
ANTENNA CONFIGURATIONS
X
RF -2
RF DETAILS
RF -3
RF DETAILS
X
RF -4
RF NOTES
X
0-1
GROUNDING PLAN
X
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
G-4
GROUNDING DETAILS
E-1
UTILITY SITE PLAN
E-2
ELECTRICAL DETAILS
E-3
ELECTRICAL DETAILS
LEGAL DESCRIPTION
REAL PROPERTY IN THE COUNTY OF UNE, STATE OF OREGON, DESCRIBED
AS FOLLOWS:
BEING A PORTION OF LAND DESCRIBED IN DEED TO CAMERON J. WARREN
AND KEVIN HOWARD, RECORDED MAY 13, 1991, RECEPTION 0. 91-21898,
UNE COUNTY OREGON OFFICIAL RECORDS, AND FURTHER BEING A PORTION
OF LO 3. SOUTHERN PACIFIC INDUSTRIAL PARK NO. 1, AS PLATTED AND
RECORDED IN BOOK 67, PAGE 23, LANE COUNTY OREGON PUT RECORDS,
LANE COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 3, SAD POINT ALSO
BEING ON THE NORTHERLY MARGIN OF
OLYMPIC STREET, THENCE LEAVING
SAID POINT OF COMMENCEMENT, NORTH 8TO3'30' WEST 106,53 FEET,
ALONG SAID NORTHERLY MARGIN TO THE SOUTHWEST CORNER OF THAT
TRACT DESCRIBED IN DEED TO LONNE
MORSE, ET ALL, RECORDS ON AUGUST 04, 1994, RECEPTION NO.
94-57034,SA1D OFFICIAL RECORDS, SAID SOUTHWEST CORNER BEING THE
TRUE POINT OF BEGINNING, THENCE LEANNG SAID TRUE POINT OF
BEGINNING. THENCE LEAVING SAID TRUE POINT OF BEGINNING. NORTH 01'
53' 25' EAST 187.98 FEET, ALONG THE WEST LINE OF SAID LANDS OF
MORSE TO THE NORTHWEST CORNER THEREOF, THENCE LEAVING SAID WEST
LINE, NORTH 01' 54' 01- EAST 172.04 FEET, IN A DIRECT LINE, TO THE
WEST TERMINUS OF THAT CERTAIN EASTERLY LINE OF THE LANDS DESCRIBED
IN DEED TO WARREN/HOWARD PARTNERSHIP NO. 3, HAVING A BEARING AND
DISTANCE OF NORTH BS 03' 30' WEST 538.00 FEET. AS SAID DEED WAS
RECORDED NOVEMBER 09, 1988, REPECNON NO. 88-47184, SMD OFFICLAL
RECORDS, THENCE NORTH 01' 58' 30' EAST 393.05 FEET ALONG THE EAST
UNE OF SAID LANDS OF WARREN AND HOWARD TO THE SOUTHERLY MARGIN
OF INTERSTATE 1-105 FREEWAY, THENCE NORTH 86' 53' 00' WEST 123.19
UT
FEET, ALONG SAID MARGIN, TO A POINT BEARING SOH 86' 53' 00 EAST
93.67 FEET FROM THE NORTHWEST CORNER OF SAID LOT 3, THENCE
LEAVING SAID MARGIN, SOUTH 01' 56' 30' WEST 755.58 FEET, PARALLEL TO
THE WEST LINE SAD LOT 3, TO A POINT ON THE AFORE -AD NORTH MARGIN
TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
at&t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
VELOCITEL
�NQINEERINQ INN OYATIOI�:
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE I DESCRIPTION BY
A 8/17/16 PRELIM CDS RB
0 8/31/16 FINAL CDS RB
pas. 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
,%19 PROfF_
w 77001 PE'O
r '51
RENEWS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE
TITLE SHEET
SHEET NUMBER: REV.
T-1 10
EXISTING BUILDING
EXISTING
BUILDING
TAX LOT EXISTING A'
# 17032542 100 EQUIPMENT V
EXISTING STORAGE L
AT&T SITE WITH 1
MONOPOLE. SEE SHEET
OLYMPIC STREET
1 ��Ii
22'x34" SCALE: 1"=50' r
11'x17' SCALE: 1'=100' 0'
TAX LOT
# 17032541 102
-
I
I
I I
EXISTING
BUILDING
TAX LOT
# 17032541 101
EXISTING
BATTING CAGE
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING # 17032541 400
BUILDING
w
N
at&t
= i MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN. OR 97062
VELOUTEL
- I -RING INNOVATION
4004 KRUSE WAY PLACE
BLDG, 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501(FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 8/17/16 PRELIM COS RB
0 /31/16 FINAL CDS RB
FAJ: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
019i
4' 77001 PE,o
a►�..v u
QOREGON
03 1%
RENEWS 06/30/18
_ THE INFORMATION CONTAINED IN
THIS SEF OF CONSTRUCTION
_ - DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
LEGEND SHEET TITLE.
- - SUBJECT PARCEL
SECTION LINES OVERALL SITE PLAN
- - PROPERTY LINES
RIGHT-OF-WAY LINES ISHEET NUMBER: REV.
OVERALL SITE PLAN 1 I - ♦ 1 0
TAX LOT
# 17032541 104
TAX LOT
# 17032541 100
IF-- - - - - --
-- -- --
TAX LOT
0
I �
I
TAX LOT # 17032541 401
EXISTING # 17032541 400
BUILDING
w
N
at&t
= i MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN. OR 97062
VELOUTEL
- I -RING INNOVATION
4004 KRUSE WAY PLACE
BLDG, 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501(FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 8/17/16 PRELIM COS RB
0 /31/16 FINAL CDS RB
FAJ: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
019i
4' 77001 PE,o
a►�..v u
QOREGON
03 1%
RENEWS 06/30/18
_ THE INFORMATION CONTAINED IN
THIS SEF OF CONSTRUCTION
_ - DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
LEGEND SHEET TITLE.
- - SUBJECT PARCEL
SECTION LINES OVERALL SITE PLAN
- - PROPERTY LINES
RIGHT-OF-WAY LINES ISHEET NUMBER: REV.
OVERALL SITE PLAN 1 I - ♦ 1 0
GENERAL NOTES:
1. VERIFY AND CONFIRM ALL DIMEFSIO'IS AND CCVDIIOVS. 'IOTIFY ATcT A'!D
GENERAL NOTES: (CONTINUED)
20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP
CONCRETE NOTES: (CONTINUED)
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ARCHITECT OF ANY DISCREPANCicS 'RluR TO :.TART Gr YORK.
(REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED
ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT
AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION.
SET TO AT&T. UPON COMPLETION.
LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,
2, THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE
ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC
21. FOR CO -LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE
PURPOSES ONLY, UNLESS NOTEL, OTHERWISE. THE GENE,i,J_ CONTRAI TOR'S
PARTICIPATION IN BID WALK.
FABRIC A MINIMUM OF 8' AT SIDES AND ENDS.
SCOPE OF WORK SHALL INCLUDI= FURNISHING ALL MATERIALS, EQUIPMENT,
COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318.
LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE °ROJFCT AS
22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
DESCRIBED IN THE DRAWINGS AI,D OWNcR'S PROJECT MANUAL
COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION
ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM
MEMBERS."
COORDINATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT
8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,
3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE
CONSTRUCTION MANAGER AND ARCHITECT.
GRADE 60, fy=60,000 PSI.
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
METHODS AND PROCEDURES OF CONCRETE PLACEMENT,
DRAWING
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 DOCIIMENTS TO VERIFY FIELD ^ONDITIONS AND
AT&T CONSTRUCTION MANAGER,
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.
CONFIRM THAT THE PROJECT WILL CE ACCCMPUSHED A^ SHOWN. PP!OR TO
(UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN
SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1.
PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, JR DISL,R--PANCIES
24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM
10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
SHALL BE BROUGHT TO THE ATTENTION OF TGIF ARCHITFCI'/ENGINEEF VERBALLY
(PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND
FOLLOWS:
AND IN WRITING.
ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL
FLUORESCENT
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11.
INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS.
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3-
C AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET
ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
GAUGE
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE
25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE
FORMED SURFACES EXPOSED(>! J6 BARS) 2'
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS
TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE).
GROUND
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 (S 15 BARS) 1Xz"
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE
RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES
HORIZONTAL
PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE
MODEL N0, MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT
SLABS AND WALLS (INTERIOR FACE)"
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN
DISTRIBUTED BY TRIARC OF TACOMA, WA
INSIDE DIAMETER
WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR
INCH
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT
26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS
INSULATION
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.
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
CONSTRUCTION DUST AND DEBRIS.
LONG TERM EVOLUTION
13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
SITE NOTES:
AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER
LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM).
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE
CONTRACT.
INSTALLATION.
14. ALL EXPANSION ANCHORS TO BE HILT] BRAND. ADHESIVE ANCHORS REQUIRE
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL
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.
MAN UFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH.
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
STRUCTURAL STEEL NOTES:
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED
7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE
BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM
I. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND
IN STRICT ACCORDANCF WITH ALL APPLICABLE CODES, REGULATIONS, AND
EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW
THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
oRmNANCES. CUNTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
SPOTS AND STANDING WATER.
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC2.
STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD
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
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. 'SPECIFICATION FOR
5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR
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
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
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.CONSULTANT.
THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL
6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING
INSPECTION REPORTS AND TEST RESULTS.
9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK.
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED
3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT
7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON
STRUCTURES.
ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE
TYPE OF MEMBER
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT
A WIDE FLANGE SHAPES ASTM A992, GRADE 50
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
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI
PROJECT SITE.
B. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED
C. PIPE COLUMNS ASTM A53, Fy 35 KSI
IN 8' (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR
D. STRUCTURAL TUBING ASTM A500, Fy 46KSI
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
AASHTO T-180.
E. ANCHOR BOLTS ASTM A307
NOT LESS THAN 2-A OR 2-A1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
F. CONNECTION BOLTS ASTM A325 TWIST -OFF
PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS,
15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS
TO AVOID DISTURBING NORMAL BUSINESS.
16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES
NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND
PE AND PD INSURANCE.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL
INSPECTIONS.
18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS, NOTIFY AT&T AND
CAUTIONI CALL BEFORE YOU DIG] BURIED UTILITIES EXIST IN THE AREA AND
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE.
19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET.
9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC
SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL
LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED.
SPECIAL INSPECTIONS: 5.
ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS
AGL
AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY
XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE
AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION.
USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
BBU
PERFORMED USING LOW HYDROGEN ELECTRODES, WELDING OF GRADE 40
2, THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE
REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX
OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING
ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS
OFFICIAL
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
CLR
WELDED BARS.
CONCRETE NOTES:
6.
COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318.
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED.
CONT
ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S.
2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
"SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL
ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM
MEMBERS."
C150, PORTLAND CEMENT TYPE II U.N.O.
DIAGONAL
7.
BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.)
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
METHODS AND PROCEDURES OF CONCRETE PLACEMENT,
DRAWING
8.
NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA. ASTM
4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED
A307 BOLTS UNLESS NOTED OTHERWISE.
WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C610,
ELECTRICAL
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9.
(UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN
SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1.
ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT
EXT
MANUFACTURERS WRITTEN INSTRUCTIONS.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
FIBER INTERFACE FRAME
S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED 10,
ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI, GRADE 60
FLUORESCENT
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11.
TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF
ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED
CALVACON (ZINC RICH PAINT) OR APPROVED EQUAL
ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
GAUGE
PROCEDURES SPECIFIED IN A.W,S. D14 ARE SUBMITTED.
GALVANIZED
SAFETY PROCEDURES
FAIL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND
OWNER REQUIREMENTS.
TOWER/POLE NOTES:
1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED
ANTENNA LOADING IS TO BE DONE BY OTHERS.
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CARIES ARE TO BE SUPPORTED
AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
REQUIREMENTS.
SYMBOLS AND ABBREVIATIONS
A/C
AIR CONDITIONING
AGL
ABOVE GROUND LEVEL
APRX
APPROXIMATELY
AWS
ADVANCED WIRELESS SERVICE
BBU
BATTERY BACKUP UNIT
BLDG
BUILDING
BLK
BLOCKING
CLG
CEILING
CLR
CLEAR
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINUOUS
DBL
DOUBLE
4
DIAMETER
DAG
DIAGONAL
DN
DOWN
DET
DETAIL
DWG
DRAWING
EA
EACH
ELEV
ELEVATION
ELEC
ELECTRICAL
EQ
EQUAL
EQUIP
EQUIPMENT
EXT
EXTERIOR
FIF
FIBER INTERFACE FRAME
FIN
FINISH
FLUOR
FLUORESCENT
FUR
FLOOR
Fr
FOOT
GA
GAUGE
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
GRND
GROUND
GSM
GLOBAL SYSTEM MOBILE
GYP
GYPSUM BOARD
HORZ
HORIZONTAL
HR
HOUR
HT
HEIGHT
ID
INSIDE DIAMETER
IN
INCH
INFO
INFORMATION
INSUL
INSULATION
INT
INTERIOR
LBS
POUNDS
LTE
LONG TERM EVOLUTION
MAX
MAXIMUM
MECH
MECHANICAL
MTL
METAL
MFR
MANUFACTURE
MGR
MANAGER
MIN
MINIMUM
MISC
MISCELLANEOUS
NA
NOT APPUCABLE
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
PCS
PERSONAL. COMMUNICATION
SERVICE
PDU
POWER DISTRIBUTION UNIT
PLYWD
PLYWOOD
PROJ
PROJECT
PROP
PROPERTY
PT
PRESSURE TREATED
REQ
REQUIRED
RF
RADIO FREQUENCY
RM
ROOM
RD
ROUGH OPENING
RRH
REMOTE RADIO HEAD
SHT
SHEET
SIM
SIMILAR
SPEC
SPECIFICATION
SF
SQUARE FOOT
SS
STAINLESS STEEL
SR
STEEL
SrRUCT
STRUCTURAL
STD
SND
SUSP
SUSPENDED
THRU
THROUGH
TMA
TOWER MOUNTED AMPLIFIER
TND
TINNED
TYP
TYPICAL
UMTS
UNIVERSAL MOBILE
TELECOMMUNICATION SERVICE
VERT
VERTICAL
W/
WITH
W/O
WITHOUT
WCS
WIRELESS COMMUNICATION
SERVICE
WP
WATER PROOF
SUBJECT PARCEL
SECTION LINES
PROPERTY LINES
RIGHT-OF-WAY LINES
PROPOSED CONTOUR - MAJOR
PROPOSED CONTOUR - MINOR
EXISTING CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
COAXIAL CABLE RUN
FIBER OPTIC CABLE RUN
ELECTRICAL CABLE RUN
TELECOM UNDER/OVER HEAD
FENCE - SEDIMENT
FENCE - CHAINLINK, /W BARB
Know what's below.
Call before you dig.
NOTE.
STRUCTURAL DRAWINGS AND NOTES SHALL TAKE
PRECEDENCE OVER ALL DRAWINGS AND NOTES.
# j MOat&tBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
VELOCITEL
'I tNEERING INNOVATION
4004 KRUSE WAY PLACE
BLDG, 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31 /16
/�IN\
tV 77001 PE'P
R=NUNS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBfRD.
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER: REV.
GN -1
-.015
0 -----------
--005
T -T -T
-o
_,_,x
- - - -
-T -T -T -*-*-
x >F
SUBJECT PARCEL
SECTION LINES
PROPERTY LINES
RIGHT-OF-WAY LINES
PROPOSED CONTOUR - MAJOR
PROPOSED CONTOUR - MINOR
EXISTING CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
COAXIAL CABLE RUN
FIBER OPTIC CABLE RUN
ELECTRICAL CABLE RUN
TELECOM UNDER/OVER HEAD
FENCE - SEDIMENT
FENCE - CHAINLINK, /W BARB
Know what's below.
Call before you dig.
NOTE.
STRUCTURAL DRAWINGS AND NOTES SHALL TAKE
PRECEDENCE OVER ALL DRAWINGS AND NOTES.
# j MOat&tBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
VELOCITEL
'I tNEERING INNOVATION
4004 KRUSE WAY PLACE
BLDG, 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31 /16
/�IN\
tV 77001 PE'P
R=NUNS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBfRD.
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER: REV.
GN -1
DO NOT EXCEED W/ CRANE/EQUIPMENT
±155'-0• AGE
TOP OF TOWER
±150'-O" ACL
TING DC SURGE
TECTOR
XISTING LTE ANTENNA, (1)
ER SECTOR, (3) TOTAL
EXISTING ANTENNA RAD
R
±130'-0"
MISTING 700 MHz RRH, (1) PER
;ECTOR, (3) TOTAL
PING 850 MHz RRH, (1) PER
OR, (3) SECTORS TOTAL
i.------------------------------- 1 -♦
( L I
I I i
I
1 - 1
GRADE (REF)
------------------------------------------
NON-AT&T
-------------------------__---_---_-------'� 0 -0 (ASSUMED)
NON -AT&T EQUIPMENT
NOT SHOWN FOR CLARRY
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY
OTHERS. TOWER OWNER RESPONSIBLE FOR
REVIEW OF PROPOSED ANTENNAS.
2. PAINT PROPOSED EQUIPMENT TO MATCH
EXISTING (WHEN APPLICABLE).
3. CONTRACTOR TO VERIFY RF DATA WITH
VELOCITEL CONSTRUCTION MANAGER AND/O
--------------------------
I%
Ll
f
L
LI
'
Li�
1
-
L
1
1
I
-.uo.000u� ■-n ..o.o..o.
n z34' SCALE: NTS EXISTING ELEVATION�2�72 i 17 S NIS" ScaLE NTS
„-x,7• SCALE NTS 11-xi7- SCALE Nrs
DO NOT EXCEED W/EQUIPMENT
1155-0• AGL
RTP OF TOW
ER
i
150'-0" AGL
EXISTING ANTENNA RAD CENTER / j
±130'-0" AGE
GRADE(REF)
0'-0" (ASSUMED)
PROPOSED ELEVATION
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
0 VELOCITEL �!
- _�RINO INNOVATION
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
FAJ: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
4' 77001 PE
OREGON
` t2 9.20
RENEWS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
ELEVATIONS
SHEET NUMBER: REV.
A-4
PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE
LTE WCS FILTER / EG02- HWY 126TH & MOHAWK SUPPLIED BYAT&T WIRELESS, FROM RF CON FIG DATED: 7/29/16 BY: BRANDON MCGOVERN
SECTOR
ANTENNA RAD AZIMUTH
POS TECH,JOLOGY ANTENNAMAKZ: ANTENNA MO DEL CENTER(FEETAGL) (DEGREES) TMA MODEL QTY VVCS FILTER MODEL QTY
DCSURGEAND
DISTRIBUTION (CITY)
FEEDERTYPE
(LTE)
FEEDER LENGTH
(FT)
MECHANICAL
DOWNTILT
(DEGREES)
A
1 LTF7Y'/1900 ALU 31R52703AAAA 130 30
&60
D06-4 18 -SF (2)
(6)15/8"
COAX
(1(4) DC
CABLES
I
210
1
0
2 - -
3 LTE WC5/850 COMMSCOPE SBNHH-1D65C 130 30 - -
0
4 UMTS 850,'1900 "tTHCE'N 80010122 130 30 LGP 21401 2
0
B
1
2 1(EWC5,850 r:OMMSCUPE 1 SBNHH-1D65C 130 220 -
0
3 UM15 850,1-).0 nATHLEIN 80010122 130 220 LGP 21401 2
0
4 LTE 700/1900 ALU 3IRS2703AAAA 130 220 - -
0
EG
1 LTE 700/1900 ALU 3JR52703AAAA 130 300
0
2
3 LTE WCS /850 COMMSCOPE SBNHH-1D65C 130 300 - IMFQ-AMT 1
0
4 UMTS 850/1900 KATHREIN 80010122 130 300 LGP 21401 Z 1 -
0
SECTOR
GAMMA
22704- SCALE NIS
11'x17' SCALE: NTS
EXISTING LTE 700/1900 ANTENNA,
(1) PER SECTOR, (3) TOTAL
EXISTING 70OMHz RRH, (1) PER
SECTOR, (3) TOTAL
EXISTING WCS RRH, (1) PER
SECTOR, (3) SECTORS TOTAL
SECTOR
ALPHA
EXISTING UMTS ANTENNA, (2)
PER SECTOR, (6) TOTAL
EXISTING UMTS TMA, (1) PER
SECTOR, (3) TOTAL
EXISTING 850 MHz RRH, (1) PER
SECTOR, (3) SECTORS TOTAL
EXISTING LTE 850/LTE WCS ANTENNA, (1)
PER SECTOR, (3) SECTORS TOTAL
SECTOR
BETA
PROPOSED (1) WCS FILTER
GAMMA SECTOR ONLY
PROPOSED PIPE TO PIPE CLAMPS
GAMMA SECTOR ONLY
SECTOR
GAMMA
22"x34' SCALE NTS
EXISTING ANTENNA CONFIGURATION 1 2 1 11•x17• SCALE NTS
i
Stc
�NjFNryc �T
`100° '11O
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY
OTHERS. TOWER OWNER RESPONSIBLE FOR
REVIEW OF PROPOSED ANTENNAS.
2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING
(WHEN APPLICABLE).
3. CONTRACTOR TO VERIFY RF DATA WITH
VELOCITEL CONSTRUCTION MANAGER AND/OR RF
ENGINEER PRIOR TO CONSTRUCTION
SECTOR
ALPHA
J
R. P
cl-
P�
SECTOR
BETA
PROPOSED ANTENNA CONFIGURATION I I
a t & t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
VELOOTEL
0
=R1�1Q INNOVATION
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. RATE DESCRIPTION BY
A 8/17/16 PRELIM CDS RB
0 8/31/16 FINAL CDS RB
FAJ: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
��Ep PROFF�,
1 Ngo i
4' 7700'1 PEV
Zh
v9T�6t
RENEWS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TBLE:
ANTENNA
CONFIGURATIONS
SHEET NUMBER: lEv,
RF-1
MANUFACTURER: KMW
PART #: WCS-IMFQ-AMT-43
DIM: 10.4"H x 10.3W x4.85"1
WEIGHT: 25.1 LBS
4.85"
VENDOR: NEWAVE
MODEL:AM1019-3
* CONTRACTOR TO VERIFY RF DATA AND RRH
LAYOUT WITH VELOCfTEL CONSTRUCTION MANAGER
AND/OR RF ENGINEER PRIOR TO CONSTRUCTION
AT&T PANEL
ANTENNA, TYP
PIPE -TO -PIPE
CLAMPS
PANEL ANTENNA
MOUNTING PIPE
PIPE
MOUNT
*WCS
FILTER/
,a}l
\ _ L �}
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
0 - VELOCITEL
GALV. 1/2" ALL HALF CLAMP
THREAD
GALV 1/2" FLAT
WASHER
RRH RRH
*RRH
=R1H� IN.. -TION
I
4004 KRUSE WAY PLACE
GALV. 1/2" LOCK
BLDG. 4004, SUITE #220
WASHER
LAKE OSWEGO, OR 97035
u°
Y.
GALV. 1/2" FLAT
HEAVY HEX NUT
503-636-2500(MAIN)
503-636-2501 (FAX)
RF CONTACTS
SITE ID#: EG02
HWY 126 & MOHAWK
BACK VIEW
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
SCALE: Nls TWIN WCS HIGH REJECTION FILTER
9
p
SCALE: NTS PIPE -TO -PIPE CLAMPS S
AT&T PANEL
ANTENNA, TYP
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
RRH
SUBMITTALS
REV. DATE DESCRIPTION BY
RRH LOCATIONS WILL VARY
A 08/17/16 PRELIM CDS RB
FIBER & DC FROM
DC6 TO RRH
PER ANTENNA MOUNT. REFER
TO RF SYSTEM SCHEDULE
FOR SPECS AND QUANTMES
o 8/31/16 FlNAL CDS RB
WCS
FILTER
5" MINIMUM RADIUS J
BRASS CABLE MARKING TAPE
110127841
ON COAX JUMPERS
AND TAGS WHERE THE COAX
CABLE CONNECTS TO THE
ANTENNA
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE
08/31/16
SIDE VIEW
NOT USED
7
NOT USED
6
RRH MOUNTING SCHEMATIC
5
STAMP,
�S oixt41 spy
�77001PE'
All
OREGON
39rt,,,, 9* �p
LD"T�
RENEWS 06/30/18
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBR`ED.
SHEET TITLE:
RF DETAILS
-
NOT USED
4
NOT USED
3
NOT USED 2
NOT USED 1
SHEET NUMBER: REV.
R F-2
0
CABLE MARKING TAGS
TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL
TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING
LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE
ATTACHED WITH CORRO910N PRC'OF WIRE AROUND 'HE CA'1I c.
THE FOLLOWING ARE 3 PIFCEPC"T< O O O
FORMATS TO BE USED FOR THE 1 A 1 1 A 1A
BRASS TAGS' T8 / 3 B69 U 9
DIAGRAM DF RRACS TAI: POPMATS FORMAT P FORMAT B FORMAT C
FORMAT A IS TO BE USED WHEN THLRE
IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO
TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT
THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO
TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING
AT THE TOP OF THE TOWER.
THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER
DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE
TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE
TECHNOLOGY.
SECTOR GAMMA SECTOR ALPHA
RF CABLE C2 Al RF CABLE A2
THROUGH C6 AS/� THROUGH AG AS
REQ'D / � \ REQ'D
Cl _ 61
SECTOR BETA
RF CABLE B2
THROUGH B6
AS REQ'D
NOTE:
SECTOR ORIENTATION/AZIMUTH WILL VARY FROM
REGION TO REGION AND IS SITE SPECIFIC.
REFER TO RF REPORT FOR SITE TO DETERMINE
THE SECTOR ORIENTATION.
CABLE MARKING LOCATIONS
NO.
TAG
LOCATIONS
1.
X
END OF THE MAIN COAX RUN WHERE THE COAXIAL
CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED
2.
x
CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER
(AS APPLICABLE).
r3.
X
END OF JUMPER AT BTS CABINET
X — ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE.
CABLE COLOR MARKING
IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE
BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING.
THE COLORS SHALL BE AS FOLLOWS:
SECTOR A. RED
SECTOR B: BLUE
SECTOR C: GREEN
THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF
DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED
AT EVERY SITE.
ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE:
ROXTEC H SEAL 1-13-150 / 3X (28-54) / 20
SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE)
CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL
17
at&t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
VELOCITEL
_E RING INNOVATION
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501 (FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
FAJ: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31 /16
'�7700'1 PE�
OREGON
t ti0
RFNFWS 06/30/18
THE INFORMARON CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
RF NOTES
SHEET NUMBER: REV.
RF -4 0
22'x34' SCALE: NTS
11'x17' SCALE NTS
GENERAL GROUNDING NOTES:
1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW
GRADE, WHICHEVER IS GREATER. CONFIRM MOST DEPTH WITH JURISDICTION.
2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS,
3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC
COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT
FROM TOWER OR POLE USING MFR'S PRACTICES.
4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE
COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE
ABOVE GROUND.
5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND
OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE.
6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
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
DOCUMENT ALL CADWELDS AND GROUND RING
8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE
THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL,
UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST.
THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO
LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO
SHOW THE PLATEAU.
2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED
AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE
PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
GRIDS AND EXISTING COMMUNICATIONS FACILITY.
E
N
SYMBOL
DESCRIPTION
®
COPPER GROUND ROD
®
TEST WELL
®®
CADWELD CONNECTION
GROUND BAR
®
El
SIDE SPLICE CADWELD
FIELD VERIFY & TIE INTO
EXISTING GROUNDING SYSTEM
GROUNDING PLAN 1 1
' atB& n
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
O�AELOCITEL.
. ,. I.ERIFlO INNOVATION
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-636-2501(FAX)
SITE ID#: EG02
HWY 126 & MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 8/17/16 PRELIM CDS RB
0 8/31/16 FINAL CDS RB
FA#: 10127841
DRAWN BY: RB
CHECKED BY: PT
CURRENT ISSUE DATE:
08/31/16
77001pE O
RENEWS 06/30/18 �
THE INFORMATION CONTAINED IN
THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY
NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TTTL.E:
GROUNDING
PLAN
SHEET NUMBER: REV.
G-1
SURGE PROTECTOR n
& OR FIBER POWER
CONNECTOR ANNA AMNIN_
RRH(S), TYP TMA — �
DC/FIBER
TO'RRH E
Jlli`
" (2) #2 AWG GROUND
WIRE TO RRH, T'P
DC AND FIBER TO COAX RUN
SURGE PROTECTOR(S)
MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE
ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING
MOUNT GROUNDING BUS BAR --
TO TOWER AT GROUND LEVEL
WITH ISOLATION.
I "m GROUNDING SCHEMATIC DIAGRAM
m
DOUBLE CRIMP
CONNECTION (TP) ,O
4"x30"x1/4"
INTERIOR 7 THICK COPPER
GROUND RING I'z GALVANIZED X"x4"xi/4" GROUND KITS WITH LONG BARREL
.�5 °-� GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND
GALVANIZED INSPECTION WINDOW ATTACK TO
Y n -BOND RF GROUND BAR GROUND BAR
"g BUS BAR(S)
TO "I SECTION -ISOLATOR
q ° °(WHEN
l % WALL MOUNTING �� UTILIZE GROUND KITS WITH ° 0 0 0 °0 0 0 0 °0 °0 ° APPLICABLE)
BRACKET \ #2 AWG AND 2 -HOLE 0 0 0 0 0 0 0
® I X`1 COMPRESSION LUGS UNLESS o 0
\6 ISOLATOR, TYP I C SPECIFIED OTHERWISE ° ° 0° 0 0 0
7VAR(IES
BOND DC BUS "A" SECTION BONDED T0:
POTENTIAL SURGE PRODUCING INTERIOR GROUND RING _
EQUIPMENT TO "P" SECTION EXTERNAL EARTH GROUND
(BURIED GROUND RING)
EXOTHERMICALLY WE ()2 AWG META111C COLD WATER PIPE
BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) CONDUCTOR TO GROUND BAR. BUILDING STEEL
ROUTE CONDUCTOR TO
BURIED (IF AVAILABLE)
GROUND RING AND PROVIDE
at&t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
® VELOCITEL
e",o 0 iNH a�An on °
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-6362501 (FAX)
" PARALLEL EXOTHERMIC WELD SITE ID#: EG02
i A C NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -0%" OR APPROVED.'.. NOTE: COA7 ALL MECHANICAL CONNECTIONS WITH "NO -0X" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. hlWy 726 EI MOHAWK
2656 OLYMPIC STREET
5 i SCALE : NTS CELL REFERENCE GROUND BAR 4 SCALE : NTS GROUND BARI 3 1 SCALE : NTS CAD WELD EXAMPLES 2 SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
FA#: 10127841
DRAWN W.. RB
CHECKED BY: IT
���
D. TISQA�
THEINFORMATION COMAINEO IN
THIS SET OF CON.IKBTON
DOCUMENTS IS PROPRIETARY BY
NANRE ANY USE OR DISCLOSURE
OIHEA 1FW1 1HAT WHICH RElAlES
TO ATkT MOBILITY IS STHICILY
PROHIBITED.
SHEET TITLE:
GROUNDING
DETAILS
SHEET NU(MBBEER: REV.
NOT USED 1 � D
I
TYPE TA
TYPE VN
TYPE NC
TYPE SS
TYPE W
TYPE VS
TYPE VB
TYPE PT
o 0
TYPE GT
TYPE 6Y
TYPE CR
TYPE GL
at&t
MOBILITY
AT&T MOBILITY CORP.
19801 SW 72ND AVENUE
TUALATIN, OR 97062
® VELOCITEL
e",o 0 iNH a�An on °
4004 KRUSE WAY PLACE
BLDG. 4004, SUITE #220
LAKE OSWEGO, OR 97035
503-636-2500 (MAIN)
503-6362501 (FAX)
" PARALLEL EXOTHERMIC WELD SITE ID#: EG02
i A C NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -0%" OR APPROVED.'.. NOTE: COA7 ALL MECHANICAL CONNECTIONS WITH "NO -0X" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. hlWy 726 EI MOHAWK
2656 OLYMPIC STREET
5 i SCALE : NTS CELL REFERENCE GROUND BAR 4 SCALE : NTS GROUND BARI 3 1 SCALE : NTS CAD WELD EXAMPLES 2 SPRINGFIELD, OR 97477
PROJECT:
LTE WCS FILTER
FA#: 10127841
DRAWN W.. RB
CHECKED BY: IT
���
D. TISQA�
THEINFORMATION COMAINEO IN
THIS SET OF CON.IKBTON
DOCUMENTS IS PROPRIETARY BY
NANRE ANY USE OR DISCLOSURE
OIHEA 1FW1 1HAT WHICH RElAlES
TO ATkT MOBILITY IS STHICILY
PROHIBITED.
SHEET TITLE:
GROUNDING
DETAILS
SHEET NU(MBBEER: REV.
NOT USED 1 � D