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P002313A GATEWAY MALL -L600 -CD -SYNERGY -12-19-2018
SITE NAME: GATEWAY MALL (BANK)
SITE INFORMATION
PROPERTY OWNER FOOD INUUST RIES CREDIT UNION
P.O. BOX 7245
SPRINGFIELD, OR 97475
APPLICANT:
T -MOBILE
ADDRESS:
8960 ALDERWOOD RD
1505 WESTLAKE AVE N, SURE 800
PORTLAND, OR 97220
LAT/LONG TYPE:
NAD -83
LATITUDE:
444'37.9-r N
LONGITUDE:
123" 2' 46.34' W
ZONING JURISDICTION:
CITY OF SPRINGFIELD
ZONING CLASSIFICATION:
COMMUNITY COMMERCIAL
CURRENT USE:
UNMANNED TELECOMMUNICATIONS FACILITY
ASSESSOR'S PARCEL NO,
1703222003500
PROPOSED USE
UNMANNED TELECOMMUNICATIONS FACILITY
TYPE OF CONSTRUCTION:
V -B
OCCUPANCY GROUP:
U-2
PROJECT TEAM
CLIENT REPRESENTATIVE:
ENGINEER:
CROWN CASTLE USA, INC.
M SQUARED WIRELESS
1505 WESTLAKE AVE N, SURE 800
1387 CALLE AVANZADO
SEATTLE, WA 98109
SAN CLEMENTE. CA 92673
CONTACT: MIKE GILSON
CONTACT: MICHAEL MONTELLO
PH: (206) 336-7402
PH: (949) 391-6824
EMAIL: Mike.Gilson.Cont' c '@cnlwncas8_
• INSTALL (3) NEWT -MOBILE AHFIB@ANTENNA LEVEL
PROJECT MANAGER
SITE ACQUISITION
CROWN CASTLE USA, INC.
CROWN CASTLE USA INC.
1505 WESTLAKE AVE N, SURE 800
1505 W ESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
SEATTLE, WA 98109
CONTACT: KARIN JACKSON
• INSTALL (2) NEW T -MOBILE AMOB UNIT @ EQUIP. AREA
PH: (480) 7356953
• INSTALL (1) NEWT -MOBILE ABIL UNIT @EQUIP- AREA
EMAIL: Kanr_Jwkson@cromloas9e.som
CONSTRUCTION MANAGER
CROWN CASTLE USA, INC.
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
CONTACT: DAVID WATKINS
PH: (541 ) 7845730
EMAIL: Davld.Walkins@crowr tIe.mm
SITE NUMBER: P002313A
CROWN CASTLE BU #: 824211, APP #: 472864
3022 GATEWAY LOOP
EUGENE, OR 97477
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DRIVING DIRECTIONS
DIRECTIONS FROM T -MOBILE OFFICE, 8960 ALDERWOOD RD, PORTLAND, OR 97220:
1. HEAD NORTHEAST TOWARD NE=
RD
2. TURN RIGHT ONTO NE ALDERWOOD RD
3. TURN RIGHT ONTO HE 92ND DR
4. NE 92ND DR TURNS RIGHT AND BECOMES NE COLUMBIA BLVD
5. TURN LEFT ONTO NE COLUMBIA PKWY S BLVD
6. USE ANY LANE TO TURN LEFT ONTO NE KILLINGSWORTH ST
7. TURN RIGHT ONTO THE INTERSTATE 205 S RAMP TO INTERSTATE 841OREGON CITYJSALEM
8. MERGE ONTO -205 S
9. TAKE EXIT 21B TO MERGE ONTO 1-84 WAJS-30 W TOWARD PORTLAND
10. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM
11. MERGE ONTO "S
12. TAKE EXIT 195 TOWARD OR -569 E/RANDY PAPE BELTUNE
13. USE THE LEFT 2 LANES TO TURN LEFT ONTO OR -569 EJRANDY PAPE BELTUNE (SIGNS FOR
BELTLINE RD/SPRINGFIELDIGATE/VAY MALL)
14. TURN RIGHT ONTO GATEWAY ST
15. TURN RIGHT ONTO GATEWAY LOOP
16. DESTINATION WILL BE ON THE RIGHT
PROJECT DESCRIPTION
T -MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST
OF THE FOLLOWING:
• REMOVE (6) EXISTING T -MOBILE PANEL ANTENNAS
• REMOVE (3) EXISTING T -MOBILE FRIG @ANTENNA LEVEL
• REMOVE (3) EXISTING T -MOBILE FHFB @ANTENNA LEVEL
• REMOVE (3) EXISTING T -MOBILE TMA'S @ ANTENNA LEVEL
• REMOVE (1) EXISTING T -MOBILE GOVP@ANTENNA LEVEL
• REMOVE (2) EXISTING T -MOBILE FBBC @ EQUIP. AREA
• REMOVE (1) EXISTING T -MOBILE COUP@EQUIP. AREA
• REMOVE (1) EXISTING T -MOBILE ULTRASITE CABINET @ EQUIP. AREA
• REMOVE (1) EXISTING T -MOBILE HALOGEN SITE TECH LIGHT @ EQUIP. AREA
• INSTALL (3) NEW T -MOBILE FFHH-65C-R3 PANEL ANTENNAS
• INSTALL (3) NEWT -MOBILE AHFIB@ANTENNA LEVEL
• INSTALL (3) NEWT -MOBILE AHLOA@ANTENNA LEVEL
• INSTALL (3) NEWT -MOBILE TMNS@ANTENNA LEVEL
• INSTALL (1) NEWT-MOflILE HRK-1245 HANDRAIL KIT @ANTENNA LEVEL
• INSTALL (1) NEWT -MOBILE 400 AERP POWER UPGRADE @ EQUIP. AREA
• INSTALL (1) NEW T -MOBILE GOVP @ EQUIP. AREA
• INSTALL (1) NEW T -MOBILE LED SITE TECH LIGHT WITH TIMER SWITCH AND GFI @ EQUIP. AREA
• INSTALL (1) NEWT-MOBILEHCS2.0
• INSTALL (i) NEWT -MOBILE ASIA UNIT @EQUIP. AREA
• INSTALL (3) NEW ASIA UNIT @EQUIP- AREA
• INSTALL (2) NEW T -MOBILE AMOB UNIT @ EQUIP. AREA
INSTALL (1) NEWT -MOBILE ASIK UNIT@EQUIP. AREA
• INSTALL (1) NEWT -MOBILE ABIL UNIT @EQUIP- AREA
' EXISTING (6) 718 COAX LINES AND (1) MW FEED UNE TO REMAIN
` NO NEW ELECTRICAL WORK OR BATTERIES ARE TO BE INSTALLED ON THIS PROJECT.
' DESIGN PACKAGE BASED ON APP # 472864, DATED 12/13/2018, REV. D AND REDS #
P002313A L600_4.1, DATED 12/07/2018, VERSION: 4.1
' STRUCTURAL ANALYSIS BY OTHERS
` MOUNT ANALYSIS BY OTHERS
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION- HANDICAPPED ACCESS
REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015 WASHINGTON BUILDING CODE A
TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT
RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE,
POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW.
ENGINEERING
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES.
CODE TYPE CODE
BUILDING 2014 OSSC/2012 IBC
MECHANICAL 2014 OMSC/20121MC
ELECTRICAL 2014 OESC/2014 NEC
DO NOT SCALE
o OREGON
DRAWINGS
Know what's below.
call.hetbre you dig.
SUBCONTRACTOR SHALL VERIFY ALL PLANS,
EXISTING DIMENSIONS & FIELD CONDITIONS ON
THREE Working Before You
THE JOB SITE & SHALL IMMEDIATELY NOTIFY
Call Days Dig!
THE ENGINEER IN WRITING OF ANY
811 / 800-332-2344
DISCREPANCIES BEFORE PROCEEDING WITH
THE WORK OR BE RESPONSIBLE FOR SAME.
DIGSAFELYOREGON.COM
CONSTRUCTION DRAWING
IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE
APPROVALS
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR
TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO
REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE.
PRINT NAME SIGNATURE DATE
PROJECT MANAGER
T -MOBILE RF ENGINEER
SITE ACQUISITION:
CONSTRUCTION MANAGER
SITE OWNER
T -MOBILE DEVELOPMENT MANAGER
T -MOBILE CONSTRUCTION MANAGER:
T -MOBILE OPS MANAGER -
T- MOBILE REGULATORY REVIEW:
T -MOBILE PROJECT MANAGER
T almMobilem
12920 SE 38TH ST
BELLEVUE, WA 98006
CC CROWN
CASTLE
i
•505 WLSTLAW-AVEJUE Fj;ORTH, SUITE #0*
SEAryTIFE, ftl,Q8109 —
r s6 R 6,R0,1A.
w' WIRELESS
.••+aa7 C2`Ik AHZAD@••
L � CLEME�TE CA 82673 (949) 381624
DRAWN BY: CP
CHECKED BY: MAA
2 02tla*019 100% CD'S FOR SUBMITTAL
1 0711 U2059 10D% CUS FOR REVIEW CP
0 12119;2018 90%CD'SFORREVIEW CP
REV DATE DESCRIPTION BY
BRED PROF:.
01aG1 NEF
960P
ORE
GHE 30
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENS
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
TITLE SHEET
SHEETNUMBER
T-1
I
DRAWING INDEX
SHEET NO:
SHEET TITLE
T-1
GN -1
A-1
TITLE SHEET
GENERAL NOTES
SITE PLAN 8 ENLARGED SITE PLAN
A-2
EQUIPMENT LAYOUT
A-3
ANTENNA LAYOUT
A-4
ELEVATIONS
D-1
DETAILS
D-2
DETAILS
G-1
RF -1
GROUNDING DETAILS
CABLE LINE DIAGRAM
APPROVALS
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR
TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO
REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE.
PRINT NAME SIGNATURE DATE
PROJECT MANAGER
T -MOBILE RF ENGINEER
SITE ACQUISITION:
CONSTRUCTION MANAGER
SITE OWNER
T -MOBILE DEVELOPMENT MANAGER
T -MOBILE CONSTRUCTION MANAGER:
T -MOBILE OPS MANAGER -
T- MOBILE REGULATORY REVIEW:
T -MOBILE PROJECT MANAGER
T almMobilem
12920 SE 38TH ST
BELLEVUE, WA 98006
CC CROWN
CASTLE
i
•505 WLSTLAW-AVEJUE Fj;ORTH, SUITE #0*
SEAryTIFE, ftl,Q8109 —
r s6 R 6,R0,1A.
w' WIRELESS
.••+aa7 C2`Ik AHZAD@••
L � CLEME�TE CA 82673 (949) 381624
DRAWN BY: CP
CHECKED BY: MAA
2 02tla*019 100% CD'S FOR SUBMITTAL
1 0711 U2059 10D% CUS FOR REVIEW CP
0 12119;2018 90%CD'SFORREVIEW CP
REV DATE DESCRIPTION BY
BRED PROF:.
01aG1 NEF
960P
ORE
GHE 30
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENS
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
TITLE SHEET
SHEETNUMBER
T-1
I
SITE WORK GENERAL NOTES:
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,
SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING
FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO: A) FALL PROTECTION, B) CONFINED SPACE, C)
ELECTRICAL SAFETY, D) TRENCHING AND EXCAVATION -
3. ALL SITE WORK COMPLY WITHQAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON
CROWN CASTLE TOWER SITE' AND LATEST VERSION OF TIA 1019 'STANDARD FOR INSTALLATION, ALTERNATION, AND
MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS'.
4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT
SPECIFICATIONS.
5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF LEGALLY.
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVEDANDIOR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
CONTRACTOR, OWNER AND/OR LOCAL UTILITIES.
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR
SITE SIGNAGE.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER
AREAS.
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER EQUIPMENT
OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED 10 PREVENT EROSION AS SPECIFIED ON
THE PROJECT SPECIFICATIONS.
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR
EROSION AND SEDIMENT CONTROL.
13- NOTICE TO PROCEED - NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE
ISSUANCE OF A PURCHASE ORDER.
14. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, AND
RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION
OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSVTIA 1019 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY
STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSVTIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED
INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N CONSTRUCTION.
STRUCTURAL STEEL NOTES:
1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE
WITH ASTM A36 UNLESS OTHERWISE NOTED -
2. BOLTED CONNECTIONS SHALL BEASTMA325 BEARING TYPE (314" 0) CONNECTIONS AND SHALL HAVE MINIMUM OF
TWO BOLTS UNLESS NOTED OTHERWISE.
3. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 513'0 ASTM A307 BOLTS UNLESS NOTED
OTHERWISE.
4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S
RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S
RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT
WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS,
REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S
MAXIMUM ALLOWABLE LOADS.
CONCRETE AND REINFORCING STEEL NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE
DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE.
2- ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED
WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES
SHALL BE CLASS ^B' AND ALL HOOKS SHALL BE STANDARD, ONO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN
OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH- _ ______ 3 IN
CONCRETEEXPOSED TO EARTH OR WEATHER
#6 AND LARGER ....... .............................2 IN.
#5 AND SMALLER & WWF _-------------- 1 121N.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:
SLAB AND WALLS ............ .....__.._--_.._3/4IN-
BEAMS AND COLUMNS ---------- ..-_._._7 V21N.
5- A CHAMFER 314' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE. IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4.
MASONRY N27ES-
1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE N. TYPE 1. THE SPECIFIED
DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (P.) SHALL BE 1500 PSI.
2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. "S' MORTAR AND SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI.
3. GROUT SHALL MEET AS T M- SPECIFICATION C475 AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000
PSL
4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.
5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL GROUT IS FULLY
CURED.
GENERAL NOTES'
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLOOWING DEFINITIONS SHALL APPLY.
CONTRACTOR-
SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION)
CARRIER- T -MOBILE
TOWER OWNER- CROWNCASTLE
OEM- ORIGINAL EQUIPMENT MANUFACTURER
2- PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE
WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE
CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR
AND CROWN CASTLE-
3- ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES, RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND
UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE
REGULATIONS.
4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
6. "KITTING LIST" SUPPUED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR ITEMS
NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OT! IERWISE.
S. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR
SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND CROWN CASTLE PRIOR
TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T7 CABLES, GROUNDING CABLES
AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS.
10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF
OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES
AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE
OWNER'S DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM
SITE ON A DAILY BASIS.
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL
APPLICABLE FEDERAL, STATE, AND LOCAL CODESfORDINCNGES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT
IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -SME CABLE TRAY RUNGS.
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND Tl CONDUCTOR AND CABLE
SHALL BE LABELED WITH COLORCODEDINSULATION OR ELECTRICAL TAPE (3M BRAND, 112" PLASTIC ELECTRICAL
TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA-
7-
SHA7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION,
WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (LE. PANEL BOARD AND
CIRCUIT ID'S).
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED
WITH PLASTIC LABELS.
9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (914
AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET
& DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE
SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR
LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B STRANDED CABLE RATED FOR 90" C
(WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE
SPECIFIED.
12 POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 AWG
OR LARGER), 600 V. OIL RESISTANT THEN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET &
DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE
SPECIFIED.
13 ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMPSTYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY
THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75- C
(90" C IF AVAILABLE).
14. RACEWAY AND GABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
ANSMEEE AND NEC.
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC
SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
16- ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLIC CONDUIT
(RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17- SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS190S AND ALL APPROVED
ABOVE GRADE PVC CONDUIT.
18. DO ID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
VIBRATION OCCURS ORFLEXIBILTTYIS NEEDED.
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION
USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE.
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
ANSIIIEEE AND NEC.
21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER).
22- CONDUITS SHALL BE FAS I ENED SECURELY IN PLACE WITH APPROVED NONPERFORATEDSTRAPS AND HANGERS.
EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED- CLOSELY FOLLOW THE
LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT
ENVELOPES. CHANGES INDIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET
BODIES. CONDUIT SHALL BE INSTALLED INA NEAT AND WORKMANLIKE MANNER PARALLEL AND PERPENDICULAR
TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR FLUSH TO FINISH GRADE TO
PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY
GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND
INSIDE.
23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR
EPDXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA
3R (OR BETTER) OUTDOORS.
24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON -CORRODING:
SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER
PROTECTED (WP OR BETTER) OUTDOORS.
25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1
(OR BETTER) INDOORS OR WEATHERPROTECTED (WP OR BETTER) OUTDOORS.
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE
COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION
PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD UFA ND PROPERTY.
28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW -r-MOBILE'.
29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
GROUNDING NOTES:
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO LIGHTNING PROTECTION AND AC
POWER GESS) SHALL BE BOUNDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING
CONDUCTORS IN ACCORDANCE WITH TH NEC.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING(P ER IEEE 1100
AND 81) FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL
GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
3. TI IE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT
INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE
CONDUIT ANO PROVIDE TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BEG UNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING
FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 96 AWG COPPER WIRE UL APPROVED GROUNDING
TYPE CONDUIT CLAMPS.
5. METAL RACEWAY SHALL NOT BE USED AS THE ENC REQUIRED EQUIPMENT GROUND CONDUCTOR STRANDED
COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND
INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
6- EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED
SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 92 AWG
SOLID TINNED COPPER FOR OUTDOOR RTS.
7- CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK 10 BACK CONNECTIONS ON
OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENTIGROUND BARS AND THE GROUND RING SHALL BE#2
AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING
CONNECTIONS.
10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE
ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE,
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS
CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE
TOWER GROUND BAR
15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND
BOLTED GROUND CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NONELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO
THE GROUND RING, IN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1-#2AWG TIN-PLATED COPPER GROUND
CONDUCTOR
19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE
ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC
CONDUITS. METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE
HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDI I IONS, NON-METALLIC USE OF METAL
CONDUIT IS UNAVOIDABLE (E.G. NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR
SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED SOLID IN 3I4' LIQUID
TIGHT CONDUIT FROM 24' THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE
CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
ABBREVIATIONS:
AGE
ABOVE GRADE LEVEL
(E)
EXISTING
MIN.
MINIMUM
TYP.
TYPICAL
AWG
AMERICAN WIRE GAUGE
GEN
GENERATOR
RBS
RADIO BASE STATION
HVAC
HEATING, VENTILATION, AND AIR CONDITIONING
T
a -Mobile-
12920 SE 38TH ST
BELLEVUE, WA 98006
CCROWN
c-CASTLE.
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•
I.- 1387 C�ALLVAVANZADIJi
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CHECKED BY: MM
,��ELFA SOF;
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CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN -1
2 02J132019 100%CD'S FOR SUBMITTAL
1 D211112019
1D0%CD'SFQRREVIEW CP
0 12/1911018
90%CD'S FOR REVIEW CP
REV DATE
DESCRIPTION BY
,��ELFA SOF;
C>�y F'NGINE
96DP
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0 30
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R IS A VIOLATION OF IAW FOR ANY PERSON. UNLESS
DIEY ARE ACONG UNDER THE DIRECTION OF A UCENSEDI
PROFESSONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN -1
NOTES:
1. THE WIRELESS COMMUNICATION FACILITY
COMPLIES WITH FEDERAL STANDARDS FOR
RADIO FREQUENCY IN ACCORDANCE WITH THE
TELECOMMUNICATION ACT OF 1996 AND
SUBSEQUENT AMENDMENTS AND ANY OTHER
REQUIREMENTS IMPOSED BY STATE OR
FEDERAL REGULATORY AGENCIES.
2. NO EXISTING PARKING STALLS ARE BEING
ADDED OR REMOVED AS PART OF THE NEW
INSTALLATION.
3. THESE DRAWINGS WERE PRODUCED WITHOUT
THE BENEFIT OFA CURRENT LAND SURVEY_ ALL
PROPERTY LINES, EASEMENTS, SETBACKS, AND
EXISTING CONDITIONS ARE APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO START OF
CONSTRUCTION.
DISCLAIMER:
THIS SET OF DRAWINGS WAS PREPARED
UTILIZING INFORMATION OBTAINED FROM PUBLIC
DOCUMENTS MADE AVAILABLE ON JURISDICTION
WEBSITE. M.SQUARED ENGINEERS CANNOT
GUARANTEE THE ACCURACY OF THE DATA AND
INFORMATION DEPICTED AND HEREBY
EXPRESSLY DISCLAIMS ANY RESPONSIBILITY
FOR THE TRUTH, VALIDITY, INVALIDITY,
ACCURACY, INACCURACY OF ANY SAID DATA
AND INFORMATION. THE PARCEL LINES ON MAPS
ARE FOR ILLUSTRATION PURPOSES ONLY AND
ARE NOT INTENDED TO BE USED AS A SURVEY
PRODUCT. USER ACCEPTS RESPONSIBILITY FOR
THE UNAUTHORIZED USE OR TRANSMISSION OF
ANY SUCH DATA OR INFORMATION IN ITS ACTUAL
OR ALTERED FORM.
(E) BUILDING (TYP.)
(E) TREES (fYP.)
PROPERTY LINE (2195)
g
(� z
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(E) PARKING
I LOT 2
a
o �
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FOR ENLARGED SITE PLAN �\
REFER TO: 1
� I18 � � E `+ APN:1703222003500 l i
SIDEWALK(NP_) ; 1:
L 111_ PROPERTYLINE(3150')
--—- �rr■am� -- -
DATE RECEIVE D�11`1I VN JOB NO.
ZONE OCCUPANCY GROUP
UNIT OCCUPANCY LOAD
STORIES TYPE CONSTRUCTION
LEGAL DESCRIPTION a CSO O
ADDRESS 5t?a';- Lhoa
OWNER `stip �. �,kri�.tt<at U A s 6
THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH
ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT
CHANGES OR ALTERATIONS MADE TO THE APPROVED
DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL
BE APPROVED BY THE BUILDING OFFICIAL.
CITY OF SPRINGFIELD, OREGON
APPROVED BY DATE
SITE PLAN
T_
I
1
I
1
I
1
I
I
I
1
I
1
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S
24" 36" SCALE: 1" = 30'-0" 0" 15' 30' 60'
11"x17" SCALE: 1' - 60-0"
12920 SE 30TH ST
BELLEVUE, WA 98006
CCROWN
CCAST-
Ill
! •E, WESTLW AV�VUEg .RTH, SUI3TFj3J0, •
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N`((11((
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24'x36" SCALE: 3/16" = 1'-0" 0" 2 4' 8' n
11"x17" SCALE: 3/32" = 1 -0"
IS A NOUITION OF LAW FOR ANY PERSON,
/ ARE ACTING UNDER THE DIRECTION OF A
IOFESSIONAL ENGINEER, TO ALTER THIS DO
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
SITE PLAN AND
ENLARGED SITE PLAN
SHEETNUMBER
A-1
(E) EQUIPMENT SHELTER BY OTHERS
(E) CHAIN LINK FENCE ENCLOSURE
I
i
I
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(E) EQUIPMENT CABINETS I -
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I
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(E) T- MOBILE POWER CABINE
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(E) T -MOBILE HALOGEN SITE
TO BE REMOVED AND REPLP
(1) TOTAL
(E) T -MOBILE ULTRASITE CAE
TO BE REMOVED AND REPLP
(1) TOTAL
(E) T -MOBILE FCOA CABINET
TO REMAIN; (1) TOTAL
(E) T- MOBILE COVP TO BE RE
AND REPLACED; (1) TOTAL
NOTE'
1. (E) T -MOBILE PANEL ANTENNAS NOT SHOWN FOR CLARITY
(E)GPS ANTENNA
BY OTHERS, (TYP.)
(E) ICE BRIDGE, (EYP.)
(E) EQUIPMENT
BY OTHERS
(E) MONOPOLE
a
z
w
a
(E) PAD MOUNTED
-
UTILITY CABINET
w
WI GEN PLUG
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BY OTHERS; (2) TOTAL
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= WITH TIMER SWITCH AND
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I � I
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I II
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98'-0'
(E) CROWN CASTLE LEASE AREA
EXISTING EQUIPMENT LAYOUT
NOTE:
1- (E)T-MOBILE PANEL ANTENNAS NOT SHOWN FOR CLARITY.
(E)GPS ANTENNA ,.
BY OTHERS,(TYP.)
(E) ICE BRIDGE, (TYP-)
I III I
(E)EQUIPMENT "
1I. BYOTHERS
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n
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12920
SE 38TH ST
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DRAWN BY: CP
CHECKED BY: MM
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEDI
` PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
I II
I CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
II 3022 GATEWAY LOOP
EUGENE, OR 97477
�x—x—x—x—x—x—x —x—x—x—x--x--x--x MONOPOLE
N
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S
24'x36" SCALE: 3/8" = 1'-O' 1 NEIN EQUIPMENT LAYOUT
11"x17" SCALE: 316" = 1-0"
SHEET TITLE
tt8'-9'
(E) CROWN CASTLE LEASE AREA
EQUIPMENT LAYOUT
N
..w E SHEET NUMBER
S A-2
24"x36" SCALE: 3/8" = 1'-O" 0" 1' 2' 4' ^
11"x17" SCALE: 316' = 1'-0" L
2 0211312Ct5
100%CD'SFORSUBMITEA
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100%CM'S FOR REVIEW CP
° 12l1012tl18
90°,' CD'S FOR REVIE4Y
DATE
DESCRIPTION
BY
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEDI
` PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
I II
I CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
II 3022 GATEWAY LOOP
EUGENE, OR 97477
�x—x—x—x—x—x—x —x—x—x—x--x--x--x MONOPOLE
N
�W
S
24'x36" SCALE: 3/8" = 1'-O' 1 NEIN EQUIPMENT LAYOUT
11"x17" SCALE: 316" = 1-0"
SHEET TITLE
tt8'-9'
(E) CROWN CASTLE LEASE AREA
EQUIPMENT LAYOUT
N
..w E SHEET NUMBER
S A-2
24"x36" SCALE: 3/8" = 1'-O" 0" 1' 2' 4' ^
11"x17" SCALE: 316' = 1'-0" L
NEW OPTIMAL ANTENNA REQUIREMENTS
(VERIFY WITH CURRENT REDS)
ANTENNA MAKE AND MODEL
RAD CENTER
I AZIMUTH
TRANSMISSION LINE
ANTENNA
ANTENNA
TECHNOLOGY
EXISTING
NEW
EXISTING NEW
EXISTING
NEW
CABLE CABLEI
FEEDERTYPE
POSITION
COUNT
LENGTH QTY.
a 1
L2100,u900 i 7
ANDREW TMBXX-6517-A2M (QUAD)
ANDREW TMBXX-6517-A2M (QUAD)
1178 1
(E) COAX
2
- 1
ANDREW TMBX-6516-R2M (DUAL)
-
El 117
1281280
'-0"(E)
COAX
0 3
u19oo,G19oo,L.600,NeOo 1 I
ANDREW TMBXX-6517-A2M (QUAD)
COMMSCOPE FFHH-65C-R3 (OCTA)
1128'-0" 128'-O"
15
15
1178' 1
(N) HYBRID
q
•
J
1
L2100,L19a0 1
ANDREW TMBXX-6517-A2M (QUAD)
ANDREW TMBXX-6517-A2M (QUAD)
128'-0" -
135'
-
7178' 1
(E) COAX
p 2
- 1
ANDREW TMBX-6516-R2M (DUAL)
-
128-0"
PRIOR TO INSTALLATION.
111
0 3
U1900,G1900,L600,N800 1
ANDREW TMBXX-6517-A2M (QUAD)
COMMSCOPE FFHH-65C-R3 (OCTA)
128'-0" 128"-0"
135-
135'
1178 1
(E) COAX
4
- -
-
-
- -
-
-
- - -
-- -
1
L21o0,u90U 1
ANDREW TMBXX-6517-A2M (QUAD)
ANDREW TMBXX-6517-A2M (QUAD)
128'-0" --
260'
-
1178' 1
(E) COAX
0 2
- 1
ANDREW TM6X-6516-R2M (DUAL)
-
128'-0" -
260'
-
- -
-
w 3
U19oo,G1900,L600,N600 1
ANDREW TMBXX-6517-A2M (QUAD)
COMMSCOPE FFHH-65C-R3 (OCTA)
128'-0" 128'-0'
260-
260'
3178' 1
(E) COAX
I
HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS.
Q; hALL
j 1
- 1
ANDREW VHIP1-23
-
126'-0" -
S'
-
7178' 1
(E) MW LINE
3 2
- -
-
-
- -
-
-
- -
-
g
W CC)
V) II
TOWERS AND ANTENNA SUPPORTING STRUCTURES -
TRUCTURES.(oJ
- -
-
V
W N
(E) TMOBILE MICROWAVE ANTENNA:
1) TOTAL
ANTENNA & EQUIPMENT SCHEDULE
(E) T -MOBILE FRIG RRU TO BE —
REMOVED AND REPLACED; (1)
PER SECTOR, (3) TOTAL
(E) T -MOBILE PANEL ANTENNA TO -
BE REMOVED; (2) PER SECTOR
(6) TOTAL
(E) T -MOBILE FHFB RRU TO BE
REMOVED AND REPLACED: (1)
PER SECTOR (3) TOTAL
(0__ S
�'AZ1M1
(E) T -MOBILE TMA TO BE REMOVED
AND REPLACED; (1) PER SECTOR,
(3) TOTAL
(E) T -MOBILE PANEL ANTENNA TO R
(1) PER SECTOR, (3) TOTAL
NOTE:
E (E) T -MOBILE GROUND EQUIPMENTS NOT SHOW FOR CLARITY.
(IF APPLICABLE)
2. (E) ANTENNA/ EQUIPMENT BY OTHERS NOT SHOW FOR CLARITY.
(IF APPLICABLE)
EXISTING ANTENNA PLAN
24"x36" SCALE: 1/2" = V -O"
11"x17" SCALE: 1/4" = 1-0"
MICROWAVE ANTENNA
1) TOTAL
COVPTO BE
)TOTAL
N
S
4�
NOTES TO CONTRACTOR -
1 .
ONTRACTOR-1. CONTRACTOR IS TO REFER TO T -MOBILE'S
MOST CURRENT RADIO FREQUENCY DATA
SHEET (RFDS) PRIOR TO CONSTRUCTION
2. CABLE LENGTHS WERE DETERMINED BASED
ON VISUAL INSPECTION DURING SITE WALK.
CONTRACTOR TO VERIFY ACTUAL LENGTH
DURING PRE -CONSTRUCTION WALI(
3. CONTRACTOR TO VERIFY PORTS HAVE
SUFFICIENT ROOM
1- (E) ANTENNA AZIMUTHS ARE ESTIMATED AND
ARE TO BE VERIFIED BY RF.
2. NEW PANEL ANTENNAS AND ALL MOUNTING
HARDWARE TO BE PAINTED TO MATCH EXISTING
STRUCTURE IF REQUIRED. VERIFY PAINT
MANUFACTURER AND FINISH WITH OWNER
IN) T -MOBILE TMA MOUNTED
TO (E) MOUNT; (1) PER
SECTOR, (3) TOTAL
(N) T -MOBILE HANDRAIL KIT;
(1) TOTAL
®(N) T -MOBILE RRU AHLOA MC
TO (E) MOUNT; (1) PER SECT(
(3) TOTAL
SE
(N) T -MOBILE RRU AHFIR MOL
TO (E) MOUNT; (1) PER SECT(
(3) TOTAL
(E) T -MOBILE PANEL ANTENN;
SECTOR, (3) TOTAL
b
T - -Mobile-
12920 SE 38TH ST
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CROWN
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0 (N) T -MOBILE HCS 2.0; (1) TOTAL
NEW ANTENNA PLAN
24"x36" SCALE: 1/2" - V -O"
11 "x17" SCALE: 1/4" = 1'-0"
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PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
ANTENNA LAYOUT
SHEET NUMBER
A-3
•
•
SQtlAMl:NOTE:
•'
`bb•1.
•
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1 3 9 7 QU1 LLE•AVANZAD O•
CONTRACTOR TO VERIFY APPROVED STRUCTURAL ANALYSIS
• • •SAN CLEMfN'iE=02673 (949) 391-6825
PRIOR TO INSTALLATION.
111
• •
2. CONTRACTOR TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO
•• • �• ��• 1
REMOVAL OF ANY ANTENNAS.
• • • • • •
••••
O
3. CNTRACTOR TO SUPPLY WEATHERPROOFING FOR
CONNECTIONS.
,�C
=
4. GENERAL CONTRACTOR TO PROVIDE MOUNTS OR ADDITIONAL
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Q; hALL
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TOWERS AND ANTENNA SUPPORTING STRUCTURES -
TRUCTURES.(oJ
ti
W N
(E) TMOBILE MICROWAVE ANTENNA:
1) TOTAL
Q
zzx
(N)NTEDT PANEL ANTENNA
MOUNTED TO (E) MOUNT; (7)
PER SECTOR (3) TOTAL
2 02113RD79 tpG%COS FOR SUBMITTAL
1 0271112019 100%CD'S FOR REVIEW CP
0 121182018 90%CD'S FOR REVIEW CP
REV DATE DESCRIPTION BY
0 (N) T -MOBILE HCS 2.0; (1) TOTAL
NEW ANTENNA PLAN
24"x36" SCALE: 1/2" - V -O"
11 "x17" SCALE: 1/4" = 1'-0"
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IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
ANTENNA LAYOUT
SHEET NUMBER
A-3
(E) T -MOBILE FHFB RRU TO BE
REMOVED AND REPLACED; (1)
PER SECTOR, (3) TOTAL
TOP OF IXISTING T -MOBILE PANEL ANTENNAS
I'
• ELEV_ 131'-0" AG L
\
RAD CENTER OF EXISTING T -MOBILE PANEL ANTENNAS n
ELEV. 128'-0"AG.L.
I I
II
TOP OF EXISTING MONOPOLE
I
ELEV. 125'-6"AG.L.
GATEWAY MALL (BANK)
(E) THMOBILE PANEL ANTENNA TO
BE REMOVED; (2) PER SECTOR,
2 02JIY2019
(6) TOTAL
RAD CENTER OF EXISTING PANEL ANTENNAS BY OTHERS _
ELEV. 109'-0" AG L.
(E) T -MOBILE GPS ANTENNA -
TO REMAIN; (2) TOTAL
(E) ICE BRIDGE, (TYP.)
(E) EQUIPMENT CABINETS
BY OTHERS; (2) TOTAL
(E) EQUIPMENT SHELTER
BY OTHERS
(E) CHAIN LINK FENCE
ENCLOSURE
d� GROUND LEVEL
7 ELEV. AGL
(E) T -MOBILE POWER CABINET
TO REMAIN; (1) TOTAL
EXISTING WEST ELEVATION
(E) T -MOBILE TMA TO BE REMOVED
AND REPLACED; (1) PER SECTOR,
(3) TOTAL
n� (E) T -MOBILE PANEL ANTENNA TO REMAIN;
(1) PER SECTOR, (3) TOTAL
(E) T -MOBILE FRIG RRU TO BE
REMOVED AND REPLACED; (1)
PER SECTOR, (3) TOTAL
(E) T -MOBILE COVP TO BE REMOVED;
(1) TOTAL
-�
I
(E) PANEL ANTENNAS BY OTI IERS
(E) MONOPOLE
(E) T -MOBILE HALOGEN SITE LIGHT
TO BE REMOVED AND REPLACED;
(1) TOTAL
(E) T -MOBILE FCOA CABINET
TO REMAIN; (1) TOTAL
(E) T- MOBILE COVP TO BE REMOVED
AND REPLACED; (I) TOTAL
NOTE:
1. NEW PANEL ANTENNAS AND ALL MOUNTING HARDWARE TO
BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED.
VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER.
(N) T -MOBILE RRU AHLOA MOUNTED
TO (E) MOUNT; (1) PER SECTOR,
(3) TOTAL
TOP OF NEW &EXISTING T -MOBILE PANEL ANTENNAS
�. ELEV. 131'-1"A.G.L /J
RAD CENTER OF EXISTING & NEW T_MOBILE PANEL_ANTENNAS
ELEV. 128'-0" A.G.L p
I IL
TOP OF EXISTING MONOPOLE
EXISTING MONOPOLE
ELEV. 125'46"AGI.
®(N) T- MOBILE PANEL ANTENNA
MOUNTED TO (E) MOUNT; (1)
PER SECTOR, (3) TOTAL
RAD CENTER OF EXISTING PANEL ANTENNAS BY OTHERS _
ELEV. 109'-0"A.G.L.
I
I
I
I
I
I
I
I
I
=I�
;fl
(E) T -MOBILE GPS ANTENNA;
(2) TOTAL
(
I
(E) ICE BRIDGE, (TVP.)
I
I
(E) EQUIPMENT CABINETS
BY OTHERS; (2) TOTAL
)
BY)Ni SHELTER
OTHERS
o (E) CHAIN LINK FENCE
ENCLOSURE
-H
G -
ROUNDEV
LEL
ELEV. AGE -_-.
(E)T-MOBILE ULTRASITE CABINET (E) T -MOBILE POWER CABINET; (1) TOTAL W/ -
TO BE REMOVED AND REPLACED; (N) T -MOBILE 400 AMP POWER UPGRADE; (1) TOTAL
(1) TOTAL
24"x36" SCALE: 1/8" = I' -O" 0" 4' 8 16 I 1 I NEW WEST ELEVATION
11"x17" SCALE: 1
/16"= 1'-0"
NOTES:
1. CAPACITY OF EXISTING MONOPOLE TO SUPPORT
PROPOSED EQUIPMENTTO BE VERIFIED BY OTHERS
2. CAPACITY OF EXISTING ANTENNA MOUNTS TO
SUPPORT PROPOSED EQUIPMENT TO BE VERIFIED
BY OTHERS
(N) T -MOBILE HANDRAIL KIT;
(1) TOTAL
(E) T -MOBILE PANEL ANTENNA;
(1) PER SECTOR, (3) TOTAL
(N) T -MOBILE RRU AHFIB MOUNTED
TO (E) MOUNT; (1) PER SECTOR, 9
(3) TOTAL 0
(E) PANEL ANTENNAS BY OTHERS
(E) MONOPOLE
(N) T -MOBILE HCS 2.0; (1) TOTAL
(N) T- MOBILE LED SITE LIGHT
WITH TIMER SWITCH AND
GFT, (1) TOTAL
(N) TAIOBILE FCOA CABINET;
T 2 -Mobile--
12920 SE 38TH ST
BELLEVUE, WA 98006
CCROWN
CASTLE
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'6505 WESTLA E AV�NUCNORTH, SU $`pOv
SI,A l WA 68109 I
•
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04 411000SAN CLEWAhT JCAy $73 (949) 391 e92S • • _.
• • •
• • • • • • • E
• •! S
• • • •••
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DRAWN BY: CP
CHECKED BY: MIM
RED PROF
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R IS A VIOLATION OF TAW FOR ANY PERSON, UNLESS
DIEY ARE ACTING UNDER THE DIRECTION OF A LICENSE
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
(1) TOTAL WT
(N)T-MOBILE ASIA UNIT' (1) TOTAL
(N) T4M0&LE A. UNIT; (3) TOTAL
(N)T-MOBILE AMOB UNR;(2) TOTAL
CROWN CASTLE SITE ID: 824211
(N) T -MOBILE ASIK UNIT; (1) TOTAL
(N) T -MOBILE ABR UNIT; (1) TOTAL
GATEWAY MALL (BANK)
2 02JIY2019
100%CD'SFORSUBMITT
1 02/112015
100%CD'SFORREVIEW
CP
0 1261912019
90%CD'SFORREVIEW
CP
REV DATE
DESCRIPTION
BY
RED PROF
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R IS A VIOLATION OF TAW FOR ANY PERSON, UNLESS
DIEY ARE ACTING UNDER THE DIRECTION OF A LICENSE
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
(1) TOTAL WT
(N)T-MOBILE ASIA UNIT' (1) TOTAL
(N) T4M0&LE A. UNIT; (3) TOTAL
(N)T-MOBILE AMOB UNR;(2) TOTAL
CROWN CASTLE SITE ID: 824211
(N) T -MOBILE ASIK UNIT; (1) TOTAL
(N) T -MOBILE ABR UNIT; (1) TOTAL
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
(N)T-MO BILE COVP MOUNTED To
MONOPOLE
(E) ICE BRIDGE POST; (1) TOTAL
®
�—
SHEETTITLE
4?
.l1
amm -H
ELEVATIONS
(E) T -MOBILE FCOA CABINET; SHEET NUMBER
(1) TOTAL
A-4
24"x36" SCALE: 1/8"',- 1'-0" 0" 4 8' 16' ^
11"x17' SCALE: 1/16 - 1' O" L
VALMONT SITE PRO 1
HRK-1245 HANDRAIL KIT
Fl II
II I
II I
II
I
(E) ANTENNA PIPES AND
PLATFORM (2-3/8' O.D.)
f
it
I II II`
ET
IJISO" U
REF)
HRK-1245 HANDRAIL KIT
MANUFACTURER: COMMSCOPE
MODEL NO.: FD2120638555-175
WEIGHT: 1710.0 LBIKFT
24"x36" SCALE: NTS
11"x17" SCALE: NTS
CONDUCTORS
HCS 2.0
AHFIB RADIO MODULE
HEIGHT (H) 28.74'
WIDTH (W) 1535'
DEPTH (D) 9.45
WEIGHT 88.19 LBS_
NOKIA AHFIB
12 DLC CONNECTORS
MANUFACTURER: COMMSCOPE
MODEL NO.:
FE-16148-OVP-B12
DIMENSIONS:
DIMENSIONS:
A 1600"
TOTAL WEIGHT
R 4.00"
AHLOA RADIO MODULE
HEIGHT (IT) 22.1-
WIDTH(W) 127
DEPTH (D) 7 5"
WEIGHT 039 LBS.
C 1 8.00"
715 LBS
000
!
(00 o0
.BOTTOM VIEW
6 1 COVP FE-16148-OVP-1312
MANUFACTURER: ERICSSON
MODEL NO.:
KRY11271/2
DIMENSIONS:
DIMENSIONS:
HEIGHT 12.5"
TOTAL WEIGHT:
WEIGHT 5.6'
AHLOA RADIO MODULE
HEIGHT (IT) 22.1-
WIDTH(W) 127
DEPTH (D) 7 5"
WEIGHT 039 LBS.
WEIGHT
3.2 LBS
DEPTH 3.7'
2 AN132019
B
FRONT VIEW
24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
71"x77' SCALE NTS
7
E R I C S S O N TMA 24"x36" SCALE: NTS
ll"X17SCALE NTS
DIMENSIONS:
SIDE
TOTAL
A 1 95.9"
AHLOA RADIO MODULE
HEIGHT (IT) 22.1-
WIDTH(W) 127
DEPTH (D) 7 5"
WEIGHT 039 LBS.
WEIGHT
D 25.2"
CONNECTOR LOCATION:
2 AN132019
IOD% COS FOR SUBMITTAq
BOTTOM
'27.6 LB,
0 12J19/205890%
CD'S FOR REVIEW CP
REV I DATE
DESCRIPTION BY
FRONT VIEW
VIEW
FRONT VIEW
SIDE VIEW
24"x36" SCALE: NTS 18 I NOKIA AHLOA
11"x17" SCALE: NTS
0
TOP VIEW
MANUFACTURER: COMMSCOPE
MODEL NO.:
FFHH-65C-R3
DIMENSIONS:
CONNECTOR TYPE:
TOTAL
A 1 95.9"
(8)_4.3-10 FEMALE
WEIGHT
D 25.2"
CONNECTOR LOCATION:
2 AN132019
IOD% COS FOR SUBMITTAq
BOTTOM
'27.6 LB,
TOP VIEW
3 1 COMMSCOPE FFHH-65C-R3
MAXIMUM TORQUE
M8 iSN.m (11FT.LBS]
M70 37N.m (27FT.LBS)
M12 58N.m (d3FT.LBS}
NEW ANTENNA MOUNTING
BRACKET, BSAMNT-1 (INCLUDED)
PANEL ANTENNA
4
NEW ANTENNA MOU NTIP
BRACKET: BSAMNT-1 (IN,
FRONT VIEW
iC
SIDE VIEW •
24"x36" SCALE: NITS .1
11"x17" SCALE: NTS F�
M12 BOLT
CRITICAL: FOR INITIAL INSTALLATION TO
PIPE, DOWNTILT BRACKETS MUST BE
CONFIGURED IN PRE -ASSEMBLY
POSITION (FULLY COLLAPSED)
ATTENTION: INSERT M12 BOLTS AND M12
FLAT WASHERS INTO BRACKET WITH
TABS PRIOR TO ATTACHING BRACKET TO
VIENNA -
-M72 BOLT
e• �
MAXIMUM TORQUE
M10 37Nm (27FT.LBS)
M121 58N.m (43FT.LBS)
24"x36" SCALE: NTS 5 ANTENNA MOUNTING DETAIL
11"x17" SCALE: NTS
STD. PIPE (3-12" O.D.) ANTENNA
DUNTING MAST, MIN. 6-W I- (ATTACH TO
(ISTING CROSSARM W/ SITE PRO t PN -
:X -4 CROSSOVER KIT)
T 2 1 e
R -0
12920 SE 38TH ST
BELLEVUE, WA 98006
CCROWN
C CASTLE
• 1505 WEST44KC AWNU& NORTH, SWITJ,1 1y
SUVLEyWtA98109 •
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•
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• WIRELESS {
1987 OALLOAVANZAEO k
• • : SAN CLEFFT2 CA42473 (949) 391-6524 • •
• ••ses
• as •
D D 9
DRAWN BY: CP
CHECKED BY: MM
IS
RFA SOF': \
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960P
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�q1< A WNL
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
DETAILS
SHEET NUMBER
D-1
24"x36" SCALE: NTS 2
11"x17" SCALE: NTS
2 AN132019
IOD% COS FOR SUBMITTAq
1 0211 li2019
700% CO'S FOR REVIEW CP
0 12J19/205890%
CD'S FOR REVIEW CP
REV I DATE
DESCRIPTION BY
IS
RFA SOF': \
GINE
Q5E
960P
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0
OGNf 30
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CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
DETAILS
SHEET NUMBER
D-1
24"x36" SCALE: NTS 2
11"x17" SCALE: NTS
71 NOT USED
FCOA CABINET
HEIGHT (H)
87.0'
WIDTH (W)
30.3'
DEPTH (D)
30.3'
WEIGHT
1340 LBS_
ORTHO VIEW
4 FCOA CABINET
MANUFACTURER: PURCELL
MODEL. -3031-3031 ALPHA E3 DCPP UPGRADE
DIMENSIONS: 5RU, 23' RACK
WEIGHT: 60.0 LBS
W
FRONT VIEW SIDE VIEW
•
24"x36" SCALE: NTS
11"x17" SCALE: NTS
•
FRONT VIEW
NOT USED 8 1 NOT USED 15E 400A DC UPGRADE KIT DETAIL 11"x36" SCALE: NTS I I
11"x17" SCALE: NTS
NOT USED
91 NOT USED
61 NOT USED
3
•
U e-
12920 SE 38TH ST
BELLEVUE, WA 98006
CROWN
CASTLE
8505 WEST E AVENIN NORTH, SUI L 6W
• F•A�T�iEAWwA 98109 • • r 1
•
•
Si AFI
• WIRELES4
1387 OALLET AVANZACO
• • SAN CLEK:c1:` C'A J'c'373 (949) 391-0Bi4 •
• •••
DRAWN BY: CP
CHECKED BY' MM
2 021132019 1WiS MS FOR SUBMITT
1 D?JlIQD79 100%CD'S FOR REVIEW CP
0 12)1912018 90%CD'S FOR REVIEW CP
REV DATE DESCRIPTION BY
��RED
CaGINff
a 960P
ORE o
pL9C(130
A. W
R IS A NOIATKIN OF LAW FOR ANY PERSON, UNLESS
MEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEWAY LOOP
EUGENE, OR 97477
MONOPOLE
SHEET TITLE
DETAILS
SHEET NUMBER
D-2
TO LOW NOISE AMPLIFIER UNITS
Z.s (LNA) (WHEN REQUIRED) ANDTO TRANSMIT ANTENNA 5 " 2
V RECEIVE ANTENNA 4
7"
1
0 7 I ° o
TX 6 ! - - f o ° o o �
TYPE SS TYPE TA TYPE VR TYPE PH TYPE GRA Qua I` o �0_ oI0 0 0 0 0
�YF O ° 1
RXI/RX2 I RX1/RX2 ° o ° °=o
�l _ 3 ®o o °
O .1 SEE DETAIL 1
O o
COAX JUMPER REQUIRED PER "I
MANUFACTURER'S LLLIII
TYPE XA TYPE GT TYPE GL IUG TYPE NC TYPE PC RECOMMENDATION OR FOR EASE STANDARD GROUNDING KIT, NP. (SEC
OF CONNECTION (TYP) I� NOTE 7 ON SHEET G-2)
LEGEND:
y J ANTENNA CABLE TO BTS, TYP.
CONNECTOR j '�--�T ''y 1. COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS
_ WEATHERPROOFING ��� nJ-sy J I TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF
KIT, TYP. \ ! 6 AWG STRANDED COPPER GROUND CONNECTIONS)
-� CONDUCTOR WIIH GREEN, 60OV,
TYPE PG TYPE IJ TYPE HA TYPE VS TYPE NX1 11 -THWN-2 INSULATION 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL
FROM LNA (WHEN REQUIRED) \ \ ` `1 GROUNDING BAR, ANDREW PART 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL WALL MOUNTING BRACKET, NEWTON
�bt UGBKIT-0424-T (TINNED). A LOCKBOX INSTRUMENT CO. CAT NO. A-6056 OR EQUAL
IS REQUIRED AT GRADE TASSCO PART #
351546. ANTENNA HEIGHT WILL 4. 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL
2 AWG TINNED, SOLID COPPER DETERMINE NUMBER OF GROUNDING
14ct CONDUCTOR EXOTHERMIC WELD- BARS AND THEIR LOCATION 5. INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE- CONNECTION TO
TO GROUNDING BUS TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS
TYPE RR
TYPICAL CADWELD TYPES 24"x36" SCALE: NTS 7 GROUNDING BAR CONNECTION 24x36" SCALE: NTS 4 GROUNDING BAR DETAIL 24"x36" SCALENTS
11"x17" SCALE: NTS 17"x1T SCALE: NTS 11'x17" SCALE:: NTS
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
ANTENNA (TYP.), NUMBER OF 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
ANTENNAS REPRESENTED IN SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER
THIS DETAIL ARE FOR SHOWING T&B CO. "C -TAP". CAT. 54730.
CLARITY OF GROUND SYSTEM �— #
REQUIREMENTS ONLY. CRIMP TYPE PARALLED TAP OR
EQUIVALENT
MIN.#6 AWG STRANDED (GREEN
1!2' COAX JUMPER JACKET) COPPER GROUND WIRE
(BONDED TO GROUND BAR, TYP_)
NEW RRU PER
PLAN(TYP)
TOWER GROUND BAR DIRECTION OF BOND TO TURN TO
SHORTEST DISTANCE TO MGB
#2 AWG BARE COPPER
regae" GROUND CONDUCTOR TO #6 AWG GREEN INSULATED
ANTENNA GROUND BAR �, e: MASTER GROUND BAR STRANDED COPPER WIRE (UNIT
BOND)
#2AWG GREEN STRANDED
CONDUCTOR
NOT USED 24"x36" SCALE: NTS g ANTENNA GROUNDING PLAN 24"x36" SCALE: NTS rj GROUNDING WIRE CONNECTION 11"x37" SCAL NT NTS
11"x17" SCALE NTS 11"x17" SCALE: NTS
NOT USED
COAX GROUNDING
KITS
TYPICAL (6)
MTC 976715 - 15'
MTC 976720 - 20'
TWO HOLE LONG BARI
COMPRESSION LUGS
24"x36" SCALE: NTS 1
11"x17" SCALE: NTS 9 I COAX GROUND KIT
30
OO
FLEXIBLE CONDUIT
SCHED. 40 PVC
#6 AWG FROM ANTENNA
CARL E GROUND KIT -
GROUND BAR ON WALL,
FLOOR OR ON ANTENNA
TOWER SEE DETAIL 3 -
*TWO HOLE LUG, OR EXOTHERMIC WELD TO
HE USED WITH #2 AWG BCW TO WATER
TANK WATER MAIN OR GROUNDRING -
Ta -Mobile-
12920 SE 38TH ST
BELLEVUE, WA 98006
CCROWN
CASTLE
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2
2 02"3=0 1Dp%CO'SFORSOBMIT7
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0 1221912018 9D%CDS FOR REVIEWCP
REV DATE DESCRIPTION BV
GINE
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R IS A MOIATION OF LAW FOR ANY PERSON. UNLESS
IHEY ARE ACTING UNDER THE DIRECTION OF A UCENSEOJ
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT-
CROWN CASTLE SITE ID: 824211
GATEWAY MALL (BANK)
3022 GATEUG NEE OR 9WAY 700P
MONOPOLE
SHEET TITLE
GROUND CONDUCTOR SHALL BE ELIMINATED
WHEN GROUND BAR IS ELECTRICALLY BONDED GROUNDING DETAILS
TO METAL TOWER/MONOPOLE STRUCTURE
SHEET NUMBER
GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES _
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