HomeMy WebLinkAboutPermit Building 2019-02-19THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY
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CONSTRUCTION DRAWINGS
1505 WESTLAKE AVE WA 989iTE 808
SEATTLE. WA 98109
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MORRISON HERSHFIELD
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PROJECT DATA
PROJECT CONTACTS
DRAWING INDEX'
SHEET DESCRIPTION
SITE ADDRESS: 333 58TH STREET GOVERNING CODES
APPLICANT
SPRINGFIELD, OR 97478SPRINT
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED
SPECTRUM LP -JODI JONES
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
LATITUDE: 44°02'50.17" N
8305 SW CREEKSIDE PLACE, SUITE C T-1.0 TITLE SHEET
BEAVERTON, OR 97007
Tel. 206 268.7370
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES,
LONGITUDE: -122°55'25.45" W NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
jodi.jones@sprintcom N-1.0 GENERAL NOTES
www.mordsonhershfield.com
NOT CONFORMING TO THESE CODES.
N-2.0 GENERAL NOTES
OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING
PROJECT MANAGER A-1.0 OVERALL SITE PLAN
JURISDICTION: CITY OF SPRINGFIELD REFERENCE CODE:
PARCEL NUMBER(S): 17023432-00100
CROWN CASTLE - AARON HOTTELL A-2.0 COMPOUND PLAN
1505 WESTLAKE AVE N, SUITE 800
�REp q Rcy
2014 OREGON STRUCTURAL SPECIALTY CODE
ZONING CLASSIFICATION: PUBLIC LAND AND OPEN SPACE • 2014 NATIONAL ELECTRICAL CODE
SEATTLE, WA 98109 A-3.0 ANTENNA CONFIGURATIONS
PHONE: 206.336.3225
• 2014 OREGON MECHANICAL SPECIALTY CODE
GROUND ELEVATION: 515 FT AMSL
2012 NFPA 101 LIFE SAFETY CODE
aaron.hottell@crowncasde.com A-4.0 EXISTING & PROPOSED WEST ELEVATION
ROBERT J . ,A
•
TOP OF TOWER: 85'-Q"
CONSTRUCTION MANAGER Afi.O CONSTRUCTION DETAILSCROWN
LL/ LARA
OCCUPANCY GROUP: UTILITY
CASTLE - DAVID WATKINS
1505 WESTLAKE AVE N, SUITE 800 E-1.0 GROUNDING DETAILS
Licens # 5897
A.D.A. COMPLIANCE
CONSTRUCTION TYPE: 11-B INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION.
SEATTLE, WA 98109
N T F
HANDICAP ACCESS IS NOT REQUIRED PER A.DA.
PHONE: 541.784.5730
davtd.watklns@crowncastle.com 1PROPERTY
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OWNER
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SPRINGFIELD, OR 97478 fl
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PROJECT SUMMARY
DRIVING DIRECTIONS
a DAY PERIOD.
ROBERT JERRY LARA
REGISTERED ARCHITECT
TOWER OPERATOR
CROWN CASTLE USA
1505 WESTLAKE AVE N, SUITE 800 p 9 —i�Ya^ Q(
DATE RECEIVED (! /19 JOB NO, 1 �scrl Cl`��
STATE OF OREGON
5897
SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED
FROM PORTLAND INTERNATIONAL AIRPORT:
TELECOMMUNICATIONS FACILITY
1. FOLLOW SIGNS TO I-205 S; MERGE ONTO I-2055
SEATTLE, WA 98109
SP1--
MH PROJECT NO.: 7170159
• REPLACE (3) PANEL ANTENNAS
2. AT EXIT 21 B, TAKE RAMP RIGHT FOR 1-84 WIUS-30 W TOWARD PORTLAND
ZONE OCCUPANCY GROUP
• INSTALL (3) RRH
3. TAKE RAMP LEFT FOR 1-5 S TOWARD BEAVERTON/SALEM
4. AT EXIT 194 A, TAKE RAMP RIGHT FOR OR -126 E TOWARD SPRINGFIELD
ZONING &PERMITTING CONSULTANT
UNIT OCCUPANCY LOAD
RELEASE
5. KEEP STRAIGHT ONTO OR -126 E
6. USE THE LEFT 2 LANES TO TURN LEFT ONTO MAIN STIMCKENZIE HWY.
CROWN CASTLE - ZACH PHILLIPS
1505 WESTLAKE AVE N, SUITE 800 STORIES TYPE CONSTRUCTION
NO. DATE D C DESCRIPTION
q 06/1671-7 BA 90% CD REVIEW
7. TURN LEFT ONTO 58TH ST. DESTINATION WILL BE ON THE RIGHT
SEATTLE, WA 98109
PHONE: 503.708.9200 LEGAL DESCRIPTION I O Z 4 Z Q('
B 02/05/18 CW 95% CD REVIEW
ADDRESS 3 5
C 04/18718 JA 987 CD REVIEW
D 11/28/18 JA 99% CD REVIEW
A&E CONSULTANT 55�� /� B�
OWNER S P121(�l Fi SC 14DOL
0 12721718 JA 100% CD FINAL
MORRISON HERSHFIELD _ L) i s �� G—/
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ROY LORETE
MANLIFf REQUIRED
600 STEWART ST, SUITE 200
SEATTLE, WA 98101 THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH
TEL: 206.268.7370 ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT.
CHANGES OR ALTERATIONS MADE TO THE APPROVED
PROFESSIONAL OF RECORD
MORRISON HERSHFIELD CORPORATION DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL
SITE NUMBER
G. LANCE COOKE BE APPROVED BY THE BUILDING OFFICIAL.
p063XC012
PROJECT VICINITY MAP
PHONE: 503.924.2515
CCI SITE # 879620
PROFESSIONAL OF RECORD CITY OF SPRINGFIELD, OREGON
MORRISON HERSHFIELD CORPORATION
SITE NAME
E U G 173
ROBERT LARA, AIA
PHONE: 954.577.4655 APPROVED BY qTE ��
SITE ADDRESS
333 58TH STREET
RF ENGINEER
SPRINGFIELD, OR 97478
SPRINT
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1000124TH AVE SUITE 201
BELLEVUE, WA 98080 05
APPROVAL LIST
SHEET TITLE
PROJECT►
TITLE SIGNATURE DATE
PROPERTY OWNER
TITLE SHEET
SITE
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-
PROJECT MANAGER
COMPAL�
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SITE ACQUISITION
SHEET NO.
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www.call8ll.com
AAV MANAGER
THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPEanCATIONS, INCLUDING CONTRACT DOCUMENTS AND
THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR.
SECTION 01 100 - SCOPE OF WORK SECTION 01 400 - SUBMITTALS & TESTS
ALTERNATES:
THE WORK- AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR
SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION
AND PORTIONS THEREOF. MANAGER FOR APPROVAL SPRINT WILL REVIEW AND APPROVE ONLY THOSE
REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED.
PRECEDENCE:
SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS
FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR
WIRELESS SITES AND THE CONSTRUCTION DRAWINGS , INFORMATION ON THE
CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE.
SITE FAMILIARITY: -
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL
CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
ON—SITE SUPERVISION:
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOSSITE:
THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION
DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION.
A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND
LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND
SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS
PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE TO FINISH
SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT
JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED
AS PART OF THE WORK.
C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM
THE CONSTRUCTION DOCUMENTS.
METHODS OF PROCLDURE (MOP) FOR CONSTRUCTION:
CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN
A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS -0200 AND EL -0568
B. CABLE LABELING EN -2012-00
C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT
DOCUMENTS
SECTION 01 200 — COMPANY FURNISHED MATERIAL AND EQUIPMENT
COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA
SHEET IN THE CONSTRUCTION DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO
ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION
DURATION.
CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL
SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT
DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE.
NOTICE TO PROCEED:
NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND
THE ISSUANCE OF WORK ORDER.
SITE CLEANLINESS:
NESS:
CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,
DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL
REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY
FACILITIES, AND SURPLUS MATERIALS.
TESTS AND INSPECTIONS:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
TESTS, INSPECTIONS AND PROJECT DOCUMENTATION.
B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED
TO THE FOLLOWING:
1. COAX SWEEPS AND FIBER TESTS PER LATEST VERSION OF TS -0200
ANTENNA LINE ACCEPTANCE STANDARDS.
2. AGL, AZIMUTH AND DOWNTiLT PROVIDE AN AUTOMATED REPORT
UPLOADED TO SITERRA USING A COMMERCIAL MADE -FOR THE
PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED
AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF
CONFIGURATION DATA.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL
CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE
INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING.
4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS.
C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED
TO THE FOLLOWING:
1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS -
ANTENNALIGN ALIGNMENT TOOL (AAT)
2. SWEEP AND FIBER TESTS
3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE
SERIALIZED EQUIPMENT
4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION
5. PDF SCAN OF REDLINES PRODUCED IN FIELD
6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN
ELECTRONIC AS -BUILT DRAWING PRODUCTION
7. LIEN WAVERS
8. FINAL PAYMENT APPLICATION
9. REQUIRED FINAL CONSTRUCTION PHOTOS
10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO
DEFICIENT ITEMS
11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS
COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF
RECORD)
12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLISTS: SPRINT
WILL PROVIDE SEPARATE GUIDANCE
SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO
UNIITS AND CABLE INSTALLATION
SUMMARY
THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S AND
CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER
CABLE.
ANTENNAS AND RRH'S:
THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS
DETAILED ON THE CONSTRUCTION DRAWINGS.
HYBRID CABLE:
HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION
AT EACH SITE. CABLE SHALL BE INSTALLED PER THE CONSTRUCTION
DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS.
JUMPERS AND CONNECTORS_:
FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE
RRH'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 12-50,
CR 540, OR FXL 540. SUPER -FLEX CABLES ARE NOT ACCEPTABLE,
JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP
AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR
RATED COAXIAL CABLE, MIN LENGTH FOR JUMPER SHALL BE 10'-0".
MISCELLANEOUS:
INSTALL SPLITTERS, COMBINERS, FILTERS PER RE DATA SHEET, FURNISHI!tD 5Y SPRINT.
ANTENNA INSTALLATION: •. • . .
THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDA4E•WITH THE
INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND
FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION
DRAWINGS.
• a
A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE Ij0UNT!; SO THAT
THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMBsTQ WkTHIN 1 •
DEGREE. s • • •
B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS
INDICATED ON THE DRAWINGS.
HYBRID CABLE INSTALLATION:
A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON
THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE
MANUFACTURER'S SPECIFICATIONS FOR BENDING RADIUS.
C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING
HANDLING AND INSTALLATION.
1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE INSTALLED INSIDE
MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER.
2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE
(MEDUSA), WITHIN THE MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION
BOXES:
a. FIBER: SUPPORT FIBER BUNDLES USING 1/2" VELCRO STRAPS OF THE
REQUIRED LENGTH @ 18" OC. STRAPS SHALL BE UV, OIL AND WATER
RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED
BY TEXTOL OR APPROVED EQUAL.
b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP
TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT
12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL.
3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES
USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS.
4. CABLE INSTALLATION:
a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE
CONSTRUCTION MANAGER.
b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT
THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED
ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS.
c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED
MANUFACTURERS RECOMMENDED MAXIMUM BEND RADIUS.
.. NSI
•�p�int
6391 SPRINT PARKWAY
OVERLAND PARK, KS66251
"'CROWN
CASTLE
1505 WESTLAKE AVE N, SUITE 800
SEATTLE. WA98169
FPAIA
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www.monisonhershfield.com
ARc'yi
ROB ERT J. A
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Licen i# 5897
• F •'
J+ 2018.12.21
9:41-05�O`�
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0 F 0
ROBERT JERRY LARA
REGISTERED ARCHH'ECT
STATE OF OREGON
5897
MH PROJECT NO.: 7170159
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
GENERAL NOTES
SHEET NO.
N-1.0
CONTINUE FROM N -1A
5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE
GROUNDED AS INDICATED ON DRAWINGS.
6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS
REQUIRED PER LATEST VERSION OF TS 0200.
7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE
LABELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE
ENGINEERING NOTICE - EN 2012-001, REV 1
WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND
KITS:
A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE
WEATHERPROOFED.
WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL
INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND INDUSTRY BEST PRACTICES.
1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND
PROVIDE A DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND
TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL
2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF
SELF -AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND
WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY
DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE
SELF -AMALGAMATING TAPE.
3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED.
4. OPEN FLAME_ ON -JOB SITE IS NOT ACCEPTABLE.
SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBTS)
AND RELATED EQUIPMENT
SUMMARY:
A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL
EQUIPMENT INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION
UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR
EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE
CONTRACTOR (OFCI)
B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS
AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN
EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS
REQUIRE BY THE APPLICABLE INSTALLATION MOPS.
C. COMPLY WITH MANUFACTURERS INSTALLATION AND START—UP REQUIREMENTS
DC CIRCUIT BREAKER LABELING
A. NEW DC CIRCUIT IS REQUIRED IN MMBTS CABINET SHALL BE CLEARLY
IDENTIFIED AS TO RRH BEING SERVICED
SUMMARY:
THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND
COMPONENTS.
QUALM ASSURANCE:
A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS
AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE
INDUSTRY.
B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS
EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD
IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT.
C. MANUFACTURER$. QF_EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED
IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER
AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM
DEFECTS.
SUPPORTING DEVICES:
A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS
AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE
INDUSTRY,
MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS
EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD
IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT.
MANUFACTURERS OF_,EljUIPMENT:
ALL MATERIALS—AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME
TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE
BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.
SUPPORTING DEVICES:
A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH
REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING.
1. ALLIED TUBE AND CONDUIT
2. B -LINE SYSTEM
3. SUNISTRUT DIVERSIFIED PRODUCTS
4. THOMAS & BETTS
B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS:
1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE.
2. POWER -DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED
SPECIFICALLY FOR THE INTENDED SERVICE.
3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD.
4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS.
5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID
MASONRY.
6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS
ON STEEL,
7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT
BE PERMITTED.
8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED
STUDS TO STEEL STRUCTURES.
9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS.
SUPPORTING DEVICES:
A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY
AND PERMANENTLY IN ACCORDANCE WITH NEC.
B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER
TRADES.
C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS
AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN
ACCORDANCE WITH THE FOLLOWING:
D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25
PERCENT OF THE PROOF TEST LOAD.
E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO
CONCRETE SLABS.
ELECTRICAL IDENTIFICATION:
A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING
BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO
THE AC SYSTEM.
B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL
BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PLANELOAD.
SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT CONDUn':
A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR
LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR
ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL,
COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING
PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1.
FEDERAL SPECIFICATION WW --C-581 AND SHALL BE LISTED WITH THE
UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW
OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL
BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND.
B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC)
SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND
FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR
APPROVED EQUAL.
C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC
COATED METALLIC LONG SWEEP RADIUS ELBOWS.
D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES
CONCEALED IN WALLS AND CEILING. EMT SHALL BE MILD STEEL, ELECTRICALLY
WELDED, ELECTRO -GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED
TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW -C-563, AND
SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC
OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC
COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE.
r�
E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINa ("'.OIfNE�,TI(,l,N
TO EQUIPMENT. FITTINGS SHALL HE METALLIC GLAND TYPE COMP ESFIO4I eFITTNES,
MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNE'CTPJNS SHALL "
NOT BE ACCEPTABLE. MAXIMUM LENGTH ON FLEXIBLE CONDUIT SAALt I$'OT EX,EED '
6—FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.
MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE
OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. w
F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM).
HUBS AND BOXES: "
A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL
THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE A'f
CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOpR AIE -RING
SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS' TO PROTECT
CABLE INSULATION.
e
e• n w s e
B. CABLE TERMINATION FITTINGS FOR CONDUIT
1. CABLE TERMINATIONS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0—Z/GEDNEY
OR EQUAL BY ROX TEC.
2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO — CL2075; OR MADE FOR
THE PURPOSE PRODUCTS BY ROXTEC.
C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE
PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET,
PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE—HINDS
WAB SERIES OR EQUAL.
D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED
COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE
FOR THE APPLICATION. PROVIDE CROUSE—HINDS FORM 8 OR EQUAL
E MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D",
CROUSE—HINDS, COOPER, ADALET, APPLETON, 0—Z GEDNEY, RACO, OR APPROVED
EQUAL.
SUPPLEMENTAL GROUNDING SYSTEM
A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT
INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGENTIC STAINLESS
STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED
COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR
SOLID BARE OR INSULATED CONDUCTORS EXCEPTED AS OTHERWISE NOTED.
B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH
CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE
GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE
TWO HOLE SPADES WITH NO OX_
C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT
SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS.
EXISTING STRUCTURE:
A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES,
SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE
UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE—ENERGIZED
AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED
AND SAFE. WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE
ADJACENT CONSTRUCTION,
CONDUIT AND CONDUCTOR INSTALLATION:
A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED
NON—PERFORATED STRAPS 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 IN DIRECTION TO ROUTE
AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT
SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND
PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL
BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE
TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM
ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED
MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON
LOCKNUT ON OUTSIDE AND INSIDE.
B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD
PRACTICE.
`pint
.111 SPRINT PARKWAY
OVERLAND PARK, KS66251
CROWN
CASTLE
1605 WESTLAKE AVE N. SUITE SW
1,= SEATTLE, WA 98109
I PAN
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tet 206.268.7370
www.morrisonhershiieW.com
���RED A �cti
� ROB ERT J. �A
L RA
Licens # 5897-I
• F •
�9 2018.12.21 GC=
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE D C DESCRIPTION
q
06/16/77 BA 907 CD REVIEW
B
0270-5/18-7-w-95% CD REVIEW
C 04/18/1 JA 98% CD REVIEW
D 11/28/18 JA 99% CD REVIEW
0 12/21 18 JA 100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
GENERALNOTES
SHEET NO.
N-2.0
(S ITE
ZONING:
LDR I I I I I I I
I
EXISTING
zODRG•
I I I I I I I
__PERTY LINE (IYPL
DRAWING LEGEND
X X --- X
4q�
SUBJEGi'i'�OFfitTYrIvE i I " s „•
ADJACE£dT RCfPERTY-LINE l �� Int
EXISTING FENCE 1—
6391 SPRINT PARKWAY
OVERLAND PARK, KS68251
DETA16F ,RKEfi* � � �• � CROWN
A-2 • • /r •
�;,.,► CASTLE
X ELEVATION M: RK� 1565 WESTLAKE AVE N, SUITE 809
SEATTLE, WA 96109
X SECTION MARKER*
x xx
,NS
OPERTY BOUNDARIES AND
E OBTAINED FROM
I—LINE MAPPING
CIMATE.
OT DISTURB OR DESTROY
TREES
ZONING:
LDR I
EXISTING BUILDING (TYP)
STREET
L` E
N
W E
S
�*_ �" 11'n
MORRISON HERSHFIELD
600 STEWART ST, SUITE 2DO
SEATTLE, WA 98101
Tel: 206.268.7370
w .morrisonhershfieldxom
ARC'
A/
ROBERT J. ,A
W LARA n
Licens # 5897 -�
• T F •
,9 2018.12.21
o�
ROBERT JERRY EARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE D C DESCRIPTION
A 06/16/T7 BA 90% CD REVIEW
B 02/05/18 CW 957 CD REVIEW
C 04/18/18 JA 98% CD REVIEW
D11/28 18 JA 99% CD REVIEW
0 12/27 1B JA 100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
OVERALL SITE PLAN
SHEET NO.
A-1.0
EXISPRINT MMBS ^"^'""T
EXISTING GPS
TO MMBS
A-4.0
EXISTING SPRINT F
[(3) TYPE 2
xrl 1'�` X
x x IIS x_- _ X--1
�x , x—
W/200A PPC, TELCO CABINET AND
200A METER W/DISCONNECT
NOTE•
ANTENNAS NOT SHOWN IN PLAN VIEW FOR CLARITY; SEE ELEVATIONS
NOTE:
NEW CONSTRUCTION WILL NOT DISTURB R,)EZTROY^
r
EXISTING LANDSCAPING OR TREES
CHAIN LINK FENCE a
SPRINT BBU CABINET
SPRINT ICE BRIDGE
MONOPOLE
N
W E
S
Sprint �
6391 SPRINT PARKWAY
OVERLAND PARK, KS66261
CROWN
�:�CASTLE
1505 WESTLAKE AVE N, SUITE 800
- - SEATTLE, WA 98109
•
I PAN
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tek 206.268.7370
w .mordsonhersh6eldxom
RED gRc'�
ROBERT J. ',A
W LARA
� Licens # 5897-{
• F •
2018.12.21
91)5< 0 F ()
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF OREGON
6897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE D C DESCRIPTION
A 06/16 17 BA 90% CD REVIEW
g 02 05 18 CW 95% CD REVIEW
C 04/18 18 JA 98% CD REVIEW
D 11/28/18 JA 99% CD REVIEW
O12 21 18 JA 100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
COMPOUND PLAN
SHEET NO.
A-2.0
MANLIFT REQUIRED
NOTES: e w n e e
1. TOWER STRUCTURAL AND ANTENNA MOUNT ANALYSIS TO BE PERFORMED BY OTHERS. SPRINT INSTALLATION SHALL NOT START
UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT
2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL
3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT
4. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT RFDS PRIOR TO CONSTRUCTION
5. COORDINATE FINAL LOCATION OF RRUs WITH CONSTRUCTION MANAGER
6. ALL PROPOSED PANEL ANTENNAS SHALL BE MOUNTED ON NEW 2-7/8" O -D. SCH 40 GALV. PIPE
EXISTING SPRINT PANEL ANTENNA T o PROPOSED SPRINT
of
[RFS APXVSPPI8—C—A20] 0 n PANEL ANTENNA[KMW ETCR-654L12H6]
TO BE REMOVED a Q N
EXISTING (1) OPTIC FIBER AND EXISTING (1) OPTIC FIBER AND
RRH (1) POWER TO REMAIN JUNCTION CYLINDER (1) POWER JUNCTION CYLINDER
EXISTING SPRINT
[SAMSUNG RRH RR EXISTING SPRINT RRH
(TYP OF 3, 1 PER SECTOR) A [SAMSUNG RRH—C4] 3, 1 PER SECTOR) A
B PROPOSED SPRINT RRH
TO REMAIN B (TYP OF
[SAMSUNG RRH-88]
(TYP OF 3, 1 PER SECTOR)
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
TO REMAIN
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
EXISTING MONOPOLE
FINAL RRH / HYBRID CABLE SCHEDULE
FINAL ANTENNA SCHEDULE
EXISTING MONOPOLE
QTY
RRH MODEL
RRH FREQUENCY
HYBRID CABLE
LENGTH
HYBRID CABLE
TYPE
JUMPER
SIZE
JUMPER
LENGTH'.
3
RRH—C4
80OMHz
132'±
TYPE 2
1'2"
6'
3
RRH—P4
190OMHz
132'±
TYPE 2
1/2"
6'
3
RRH—B8
2500
132'±
TYPE 2
1/2"
6'
NOTES: e w n e e
1. TOWER STRUCTURAL AND ANTENNA MOUNT ANALYSIS TO BE PERFORMED BY OTHERS. SPRINT INSTALLATION SHALL NOT START
UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT
2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL
3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT
4. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT RFDS PRIOR TO CONSTRUCTION
5. COORDINATE FINAL LOCATION OF RRUs WITH CONSTRUCTION MANAGER
6. ALL PROPOSED PANEL ANTENNAS SHALL BE MOUNTED ON NEW 2-7/8" O -D. SCH 40 GALV. PIPE
EXISTING SPRINT PANEL ANTENNA T o PROPOSED SPRINT
of
[RFS APXVSPPI8—C—A20] 0 n PANEL ANTENNA[KMW ETCR-654L12H6]
TO BE REMOVED a Q N
EXISTING (1) OPTIC FIBER AND EXISTING (1) OPTIC FIBER AND
RRH (1) POWER TO REMAIN JUNCTION CYLINDER (1) POWER JUNCTION CYLINDER
EXISTING SPRINT
[SAMSUNG RRH RR EXISTING SPRINT RRH
(TYP OF 3, 1 PER SECTOR) A [SAMSUNG RRH—C4] 3, 1 PER SECTOR) A
B PROPOSED SPRINT RRH
TO REMAIN B (TYP OF
[SAMSUNG RRH-88]
(TYP OF 3, 1 PER SECTOR)
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
TO REMAIN
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
EXISTING MONOPOLE
EXISTING SPRINT
ANTENNA MOUNT
FINAL ANTENNA SCHEDULE
EXISTING MONOPOLE
' `
" •
SECTOR
ANTENNA
FREQUENCY
ANTENNA
MFR
ANTENNA MODEL
ANTENNA
QTY
AZIMUTH
RAD
CENTER
ANTENNA
LENGTH
MECH'
TILT
-ELECT
TILT
ALPHA
800/1900/2500 MHz
KMW
ETCR-654L12146
1
0'
82.0'
84.9"
0'
2'
BETA
800/1900/2500 MHz
KMW
ETCR-6541_12H6
1
105'
82.0'
84.9"
0' .
•1'
GAMMA
800/1900/2500 MHz
KMW
ETCR-654L12H6
1
240'
82.0'
84.9"
0'"
•3'
NOTES: e w n e e
1. TOWER STRUCTURAL AND ANTENNA MOUNT ANALYSIS TO BE PERFORMED BY OTHERS. SPRINT INSTALLATION SHALL NOT START
UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT
2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL
3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT
4. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT RFDS PRIOR TO CONSTRUCTION
5. COORDINATE FINAL LOCATION OF RRUs WITH CONSTRUCTION MANAGER
6. ALL PROPOSED PANEL ANTENNAS SHALL BE MOUNTED ON NEW 2-7/8" O -D. SCH 40 GALV. PIPE
EXISTING SPRINT PANEL ANTENNA T o PROPOSED SPRINT
of
[RFS APXVSPPI8—C—A20] 0 n PANEL ANTENNA[KMW ETCR-654L12H6]
TO BE REMOVED a Q N
EXISTING (1) OPTIC FIBER AND EXISTING (1) OPTIC FIBER AND
RRH (1) POWER TO REMAIN JUNCTION CYLINDER (1) POWER JUNCTION CYLINDER
EXISTING SPRINT
[SAMSUNG RRH RR EXISTING SPRINT RRH
(TYP OF 3, 1 PER SECTOR) A [SAMSUNG RRH—C4] 3, 1 PER SECTOR) A
B PROPOSED SPRINT RRH
TO REMAIN B (TYP OF
[SAMSUNG RRH-88]
(TYP OF 3, 1 PER SECTOR)
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
TO REMAIN
EXISTING SPRINT RRH
[SAMSUNG RRH—P4]
(TYP OF 3, 1 PER SECTOR)
EXISTING ANTENNA CONFIGURATION
SCALE: 1/2"=1'-0" (22x34
(OR) 1/4"=1'-0" (1107)) 2 I FINAL ANTENNA CONFIGURATION
N
W E
S
SCALE 1/2"=1'-0" (22x34)
(OR) 1/4"=1'-0" (t 1x17)
pprint
I' 6391 SPRINT PARKWAY
OVERLAND PARK, KSBW51
I
•
CROWN
CASTLE
1565 WESTLAKE AVE N, SATE WO
SEATTLE. WA 991*
tee" soW
MORRISON HERSHF'IELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tet 206.268.7370
www.morrisonhershfield.com
���RED ARc'yi
ROBERT J.
W LARA
Licens # 5897-
• T F •
2018.12.21 �O=
9� 9. 7 b
ROBERT JERRY IARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE I D C DESCRIPTION
A 06/16/171 BA 90% CD REVIEW
_L 02/05/1 CW 95% CD REVIEW
C 04/18/18 JA 98% CD REVIEW
D 11/28/18 JA 99% CD REVIEW
0
12721,71-8 JA 100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
ANTENNA
CONFIGURATIONS
SHEET NO.
A-3.0
EXISTING MONOPOLE
EXISTING SPRINT
ANTENNA MOUNT
EXISTING MONOPOLE
EXISTING SPRINT
ANTENNA MOUNT
EXISTING (1) OPTIC FIBER AND
EXISTING (1) OPTIC
(1) POWER JUNCTION CYLINDER
[TO
FIBER AND (1) POWER
-5F
REMAIN
F
JUNCTION CYLINDER
E
PROPOSED SPRINT
SfC 7 -OR
C
PANEL ANTENNA E
C 2�
EXISTING SPRINT[KMW
PANEL
SEC
ETCR-654L12H6]
�'•
ANTENNA
[RFS APXVSPP18—C—A201
EXISTING (1) OPTIC FIBER AND
�T�OR 2�
10'�
D 5'
OR
S�G� 2h0
EXISTING (1) OPTIC
PROPOSED SPRINT
TO BE REMOVED
(1) POWER JUNCTION CYLINDER
'
FIBER AND (1) POWER
PANEL ANTENNA
TO REMAIN
Pti
JUNCTION CYLINDER
D
[KMW ETCR-654L12H6]
EXISTING SPRINT
PANEL ANTENNA
[RFS APXVSPPI8—C—A201
TO BE REMOVED
EXISTING ANTENNA CONFIGURATION
SCALE: 1/2"=1'-0" (22x34
(OR) 1/4"=1'-0" (1107)) 2 I FINAL ANTENNA CONFIGURATION
N
W E
S
SCALE 1/2"=1'-0" (22x34)
(OR) 1/4"=1'-0" (t 1x17)
pprint
I' 6391 SPRINT PARKWAY
OVERLAND PARK, KSBW51
I
•
CROWN
CASTLE
1565 WESTLAKE AVE N, SATE WO
SEATTLE. WA 991*
tee" soW
MORRISON HERSHF'IELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tet 206.268.7370
www.morrisonhershfield.com
���RED ARc'yi
ROBERT J.
W LARA
Licens # 5897-
• T F •
2018.12.21 �O=
9� 9. 7 b
ROBERT JERRY IARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE I D C DESCRIPTION
A 06/16/171 BA 90% CD REVIEW
_L 02/05/1 CW 95% CD REVIEW
C 04/18/18 JA 98% CD REVIEW
D 11/28/18 JA 99% CD REVIEW
0
12721,71-8 JA 100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
ANTENNA
CONFIGURATIONS
SHEET NO.
A-3.0
TOP OF EXISTING MONOPOLE
±85'-0" AGL
RAD CENTER OF EXISTING
SPRINT ANTENNAS
±82'—O- AGL
EXISTING SPRINT ANTENNA MOUNT
STRUCTURAL MONOPOLE
REINFORCEMENT
f45'-0" AGL
STRUCTURAL MONOPOLE
REINFORCEMENT
±25'-0 AGL
EXISTING SPRINT ICE BRIDGE
EXISTING SPRINT MMBS CABINET
EXISTING CHAIN LINK FENCE
RADE
4 ASSOMED 0'-0" AGL
EXISTING WEST ELEVATION
MANL1Ff REQUIRED
VEXISTING SPRINT PANEL ANTENNA
r-(TYP OF 3, 1 PER SECTOR)
I I TO BE REMOVED
EXISTING SPRINT RRH
(TYP OF 6, 2 PER SECTOR)
TO REMAIN
EXISTING MONOPOLE
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING SPRINT FEEDLINES
[(3) TYPE 2 HYBRID] INSTALLED
WITHIN MONOPOLE
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING SPRINT UTILITY H—FRAME
W/200A PPC, TELCO CABINET AND
200A METER W/DISCONNECT
STRUCTURAL REINFORCEMENT
±5'-0" AGL
PROPOSED SPRINT RRH
(TYP OF 3, 1 PER SECTOR)
P OF EXISTING MONOPOLE
±8Y 5'-0" AGL
RAD CENTER OF EXISTING AND
Ak��PR��OPOSED SPRINT ANTENNAS
"182 =0' AGL
EXISTING SPRINT ANTENNA MOUNT
NOTE:
NO WORK SHALL COMMENCE WITHOUT THE
APPROVED TOWER/ANTENNA MOUNT
STRUCTURAL ANALYSIS REPORT SIGNED
AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER UNDER SEPARATE
COVER. IF REQUIRED, THE CONTRACTOR
SHALL MODIFY ANTENNA MOUNTS AS
INDICATED IN THE ABOVE MENTIONED
STRUCTURAL REPORT OR ASSOCIATED
MODIFICATION DESIGN DRAWINGS.
STRUCTURAL REINFORCEMENT
Y ±45'—D" AGL
STRUCTURAL REINFORCEMENT
Y±25'-0" AGL
EXISTING SPRINT ICE BRIDGE
EXISTING SPRINT MMBS CABINET
EXISTING CHAIN LINK FENCE
GRADE
ASSUMED 0'-0- AGL
2 I PROPOSED WEST ELEVATION
PROPOSED SPRINT PANEL ANTENNA
(TYP OF 3, 1 PER SECTOR)
EXISTING SPRINT RRH'
(TYP OF 6, 2 PER SECTOR)
EXISTING MONOPOLE
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING SPRINT FEEDLINES
[(3) TYPE 2 HYBRID] INSTALLED
WITHIN MONOPOLE
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING MONOPOLE STRUCTURAL
REINFORCEMENT MODIFICATION
EXISTING SPRINT UTILITY H—FRAME
W/200A PPC, TELCO CABINET AND
200A METER W/DISCONNECT
STRUCTURAL REINFORCEMENT
±5'-0" AGL
(OR) 3/32"=1'-O" (11x17)
w
•sprint
6391 SPRINT PARKWAY
OVERLAND PARK, KS66251
- _ : CROWN
,Z✓ CASTLE
1565 WESTLAKE AVE N, SATE 806
SEATTLE, WA 98109
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www.mordsonhershfield.com
ARC
ti
ROB ERT J.
cu LARA n
Licens
• A T
^,F L
'9 2018.12.21 GO`'
OF
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF OREGON
6897
MH PROJECT NO.: 7170159
RELEASE
NO. DATE _VC DESCRIPTION
A 06/16/17 BA 90% CD REVIEW
B 02/05/16 cW 95% CD REVIEW
C 04/18/18 JA 987 CD REVIEW
D 11/28/18 JA 99% CD REVIEW
012 21 18 JA 1007 CD FINAL
SITE NUMBER
P063XCO12
GCI SITE # 879620
SITE NAME
EUG173
CITE AnrkDPCC
'I, I" OttfH JIKttl
SPRINGFIELD, OR 97478
SHEET TITLE
WEST
ELEVATIONS
SHEET NO.
A-4.0
1
m
m
FRONT
SIDE
I SCALE
N.Ts. % NOT USED SN—' LE s ANTENNA SPECIFICATIONS scALE $
NOT USED
N.T.S. N.T.S.
NOTE:
ANTENNA PIPES NOT TO
EXCEED 8 FT OR EXTEND
OUTSIDE OF CARRIER'S
VERTICAL LEASE AREA
ANTENNA DOWNTILT KIT,
AS REQ'D
ANTENNA MOUNTING PIPE
2.5 INSTALLATION REQUIRES
2-7/8" O.D_ANTENNA PIPE
MOUNTING BRACKET
PROVIDED BY MFR (TYP)
RRH PER PLAN; MOUNTING `
HARDWARE PROVIDED BY
MFR; INSTALL PER MFR
RECOMMENDATIONS
TYP MOUNTING DETAIL
PANEL
ANTENNA
4 1 NOT USED
N.Tsc 3 1 NOT USED
SCALE
N.T.S.
MANUFACTURER: SAMSUNG
MODEL:RRH-B8
WEIGHT: 59.5 LBS
DIMENSIONS: 22.98" x 15.04" x 9.09"
FREQUENCY: REFER TO RF DATA SHEET
NOTE:
INSTALL PER MFR RECOMMENDATIONS
MANUFACTURER: KMW
MODEL: ETCR-654L121'r6 • w
NO. DATE
WEIGHT: 84.9 LBS
DESCRIPTION
DIMENSIONS: 84.9" x �i1.�t" �� 6.3'
s�
FREQUENCY: REFER TO RF DATA SHEET
T
Cw
21.0' I
JJJ���
•
TOP
77
7 -
D 11/28/18
6.3"
21.0"
RRH SPECIFICATIONS
SCALE
N.T.S.
F
n
m
m
FRONT
SIDE
I SCALE
N.Ts. % NOT USED SN—' LE s ANTENNA SPECIFICATIONS scALE $
NOT USED
N.T.S. N.T.S.
NOTE:
ANTENNA PIPES NOT TO
EXCEED 8 FT OR EXTEND
OUTSIDE OF CARRIER'S
VERTICAL LEASE AREA
ANTENNA DOWNTILT KIT,
AS REQ'D
ANTENNA MOUNTING PIPE
2.5 INSTALLATION REQUIRES
2-7/8" O.D_ANTENNA PIPE
MOUNTING BRACKET
PROVIDED BY MFR (TYP)
RRH PER PLAN; MOUNTING `
HARDWARE PROVIDED BY
MFR; INSTALL PER MFR
RECOMMENDATIONS
TYP MOUNTING DETAIL
PANEL
ANTENNA
4 1 NOT USED
N.Tsc 3 1 NOT USED
SCALE
N.T.S.
MANUFACTURER: SAMSUNG
MODEL:RRH-B8
WEIGHT: 59.5 LBS
DIMENSIONS: 22.98" x 15.04" x 9.09"
FREQUENCY: REFER TO RF DATA SHEET
NOTE:
INSTALL PER MFR RECOMMENDATIONS
w N
S10-flnf Vw
8391 SPRINT PARKNAY
OVERLAND PARK, KS66251
w
w �
CROWN
o,,,,r CASTLE
1505 WESTLAKE AVE N, SUITE 600
SEATTLE, WA 90100
ww r
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tel; 206.266.7370
www.morrisonhershfield.com
��RV,D ARC
ti
l ROB ERT J.
W LARA
Licens # 5997 -1
• ANT ON, F •
01 .21 00
q'AOF_6�
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.:
15.04"
LEA -E
NO. DATE
PLAN
DESCRIPTION
1.5.04"
BA
90% CD REVIEW
B 02/05 t8
Cw
95% CD REVIEW
m I I
N
JA
77
7 -
D 11/28/18
FRONT RIGHT
Q
RRH SPECIFICATIONS
SCALE
N.T.S.
w N
S10-flnf Vw
8391 SPRINT PARKNAY
OVERLAND PARK, KS66251
w
w �
CROWN
o,,,,r CASTLE
1505 WESTLAKE AVE N, SUITE 600
SEATTLE, WA 90100
ww r
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tel; 206.266.7370
www.morrisonhershfield.com
��RV,D ARC
ti
l ROB ERT J.
W LARA
Licens # 5997 -1
• ANT ON, F •
01 .21 00
q'AOF_6�
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF OREGON
5897
MH PROJECT NO.:
7170159
LEA -E
NO. DATE
D C
DESCRIPTION
A 06/16/17
BA
90% CD REVIEW
B 02/05 t8
Cw
95% CD REVIEW
C 04/18/18
JA
987 CD REVIEW
D 11/28/18
JA
99% CD REVIEW
012 21 18
JA
100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
CONSTRUCTION
DETAILS
SHEET NO.
A-5.0
1
EXISTING GROUND BAR
3/8" WASHER
3/8" SS LOC
'�— 3/8" SS NUT
SOLID BARED TINNED COPPER
CONDUCTOR W/ THERMOWELD
3/8"0/4" SS BOLT
3/8" WASHER
TYPICAL GROUND BAR CONNECTION DETAIL � 4
N.T.S.
2 HOLE LUG 1/4-20 HEX BOLT
#2 AWG GRN �1/4" FLAT WASHER
_77_777 77 41
PRIMARY GROUND BAR/
METAL ENCLOSURE EXT. TOOTH LOCK WASHER
=--�1/4-20 HEX NUT
INSTALLATION_ NOTES:
1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS.
2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT.
3. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND.
4. USE SOLID COPPER WIRE AND MECHANICAL 2—HOLE LUG FOR ALL EXTERIOR GROUNDING.
GROUND CONNECTION DETAILS`� i 3
^ X
(TYPICALLY)
N ¢ 12" TO 24'
ANTENNA CABLE 120" MAX.
WEATHERPROOFING KIT
(SEE NOTE 3) CABLE CONNECTOR
CABLE GROUND KIT
#6 AWG STRANDED COPPER GROUND WIRE
(BONDED TO GROUND BAR);
SEE NOTE 1 & 2
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.
CABLE GROUND KIT CONNECTION
N.T.S.
PROPOSED RRH
I
#2 AWG SOLID BARE TINNED I I
COPPER CONDUCTOR
#2 AWG STRANDED UV RATED
JACKETED COPPER CONDUCTOR /
I /
f
°°OOO°0°e8°0o
EXISTING ANTENNA
SECTOR GROUND BAR,
GROUNDED TO TOWER
2 I EQUIPMENT GROUNDING PLAN
•
•� •
2-7/8" 0_D. ANTENICA
MOUNTING PIPE r••
PROPOSED PANEL ANTENNA
F 11�
• -Sprint
6391 SPRINT PARKWAY
OVERLAND PARK, KS66251
•
•I•
r�
'CROWN
CASTLE
I 1505 WESTLAKE AVE N, SUITE 800
• �` SEATTLE, WA 98109
F• mri
MORRISON HERSHFIELD
600 STEWART ST, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www.mordsonh ershfield.00m
Aj?Cj
61
ROB ERT J.
LARA 0
Licens # 5897 _4
• F •
2018.12.21 11 8:42-0 �O
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OFOREGON
5897
MH PROJECT NO.:
7170159
RELEASE
NO. DATE
D C
DESCRIPTION
A 06/16/17
BA
90% CD REVIEW
B 02/05 18
CW
95% CD REVIEW
C 04/18/18
JA
98% CD REVIEW
D 11/28/18
JA
997.CD REVIEW
012 21 18
JA
100% CD FINAL
SITE NUMBER
P063XCO12
CCI SITE # 879620
SITE NAME
EUG173
SITE ADDRESS
333 58TH STREET
SPRINGFIELD, OR 97478
SHEET TITLE
GROUNDING
DETAILS
SHEET NO.
E-1.0
SCALE
N.T.S.