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OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
SUPERSEDED 81'THE LATEST REVISION.ALL DRAWINGS AND
SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
CONSULTING,INC.NEITHER LYNX CONSULTING,INC.NOR THE
ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF
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PROJECT NAME: POR VILLA RIDGE
PROJECT LOCATION: 10955 SW 65TH AVE 'S- PUFFS
TIGARD, OR 97223 �cp .\_,G 1 NF `r/o
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CROWN CASTLE SITE 874135/WEST PORTLAND v' 8.425 PES
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ACCOUNT ID: R279549 —122.743956' C-1 PROPOSED SITE PLAN RENEWS: JUNE 30, 2018
N.. TRS: SEC 36, TWN 1S, RNG 1W GROUND ELEVATION: 353.0' AMSL A-1 PROPOSED COMPOUND PLAN
,;, ,Ln.7 PARCEL SIZE: 6.49 ACRES STRUCTURE HEIGHT: 94'—O" (TOP OF MONOPOLE)
A-2 EXISTING AND PROPOSED ELEVATIONS REY DATE DESCRIPTION
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A-3 CONSTRUCTION DETAILS — — _
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+ • ADD ((((333 PCS RRU'S (RRUS32 B2) AT ANTENNAS
• ADD 3 AWS RRU'S (RRUS32 B66) AT ANTENNAS 3 7/10/17 ISSUED FOR SUBMITTAL
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LEGAL DESCRIPTION CODE COMPLIANCE VILLA RIDGE
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Oregon Eaucallorr� ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT 10955 SW 65TH AVE
AAmcISI CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING TIGARD, OR 97223
IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
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OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: SHEET TITLE:
DRIVING DIRECTIONS CONTACTS 2014 OREGON STRUCTURAL SPECIALTY CODE
2014 OREGON ELECTRICAL SPECIALTY CODE
(FROM PORTLAND INTERNATIONAL AIRPORT) 2014 OREGON MECHANICAL SPECIALTY CODE
PORTLAND GENERAL ELECTRIC ANNA LEE—THOMPSON T00O N CASTLEO
R' 2017 NATIONAL ELECTRIC CODE(NFPA 70)
• MERGE ONTO 1-205 S. 121 SW SALMON ST VERIZON WIRELESS (VAW) LLC 1505 WESTLAKE AVE N, SUITE 800 A"��'A-222—G ( SION
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• TAKE EXIT 21B TO MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND. PORTLAND, OR 97204 (d/b/a VERIZON WIRELESS) SEATTLE, WA 98109
• USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM. 5430 NE 122ND AVE SITE ID: 874135 APPROVALS
• MERGE ONTO 1-5 S. PORTLAND, OR 97230 SITE NAME: WEST PORTLAND
• KEEP RIGHT AT THE FORK TO STAY ON 1-5 S, FOLLOW SIGNS FOR I-5 S/SALEM. PHONE: (503) 408-3464 PHONE: (425) 202-2775
• TAKE EXIT 294 FOR OR-99W W TOWARD TIGARD/NEWBERG.
• MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W. PROFESSIONAL TITLE SIGNATURE DATE
• TURN LEFT ONTO SW CORONADO ST. BERT WHITE ' �S AILEENIETZA CONTACT
JULXI CONSULTING,
LY:'4XNSULTI REPRESENTATIVE
• CONTINUE ONTO SW 64TH AVE. LYNX CONSULTING, INC LYNX CONSULTING, INC 1731 CONSULTING, INC
PROJECT NUMBER: DATE:
• DESTINATION IS ON THE RIGHT. 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100
WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 RF ENGINEER 2017030005 4/13/17
PHONE: (253) 230-2335 PHONE: (206) 388-7611 PHONE: (206) 972-1368
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PROPERTY OWNER BEW BEW
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REVISION NO: SHEET NO:
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1 GENERAL NOTES CONCRETE NOTES CLIENT:
1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE 21. ALL ITEMS NOT LISTED AS 'EXISTING" OR 'PROVIDED BY OTHERS'ARE TO BE SUPPLIED AND INSTALLED BY THE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. •
USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE CONTRACTOR.
FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH
PERSONNEL AND SERVICE EQUIPMENT. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. CHAPTER 19 OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE, STRENGTHS AT 28 DAYS
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2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S 23. WHERE EXISTING MATERIALS ARE RE-USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE AND MIX CRITERIA SHALL BE AS FOLLOWS.
EMPLOYEES AND THEIR SUB-CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT
3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB-CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR (f`) CONTENT PER
WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE CUBIC YARD
YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH SLAB ON GRADE 3,000 PSI 0.45 5 1/2 SACKS IMPLEMENTATION TEAM/CLIENT:
4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THE PROPERTY OWNER AND WIRELESS CARRIER). WHICHEVER IS GREATER. TOPPING SLABS
5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. CONCRETE PIERS
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL
DAMAGES TO BETTER THAN NEW CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DAMAGE TO THE ALL STRUCTURAL CONCRETE 4,000 PSI 1 0.45 6 1/2 SACKS
6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. BUILDING SITE R ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE
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QUALITY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT CONCRETE WALLS 4,000 PSI `- 0.45 6 1/2 SACKS
7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. THE EXPENSE OF THE CONTRACTOR.
8. CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O.
NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY.
26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY
OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND
9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB-CONTRACTORS SHALL PROCEDURES OF CONCRETE PLACEMENT.
NECESSARY LICENSES, CERTIFICATES, ETC.. REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL
PAID FOR BY THE CONTRACTOR. CONTRACTOR AND SUB-CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
CONSTRUCTION. WITH AN AIR-ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW
TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2014 OSSC. SHPOWNS. LL AU_BEIPREVIOUS LEMNTISSUES OFOTHIS PRIORWDRAWINGS AREN
SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE 27. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES. VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO SUPERSEDED BY THE LATEST REVISION.AU.DRAWINGS AND
MANUFACTURER'S. PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS Si), GRADE SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
11. W60, f=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS CONSULTING,INC.NEITHER LYNX CONSULTING,INC.NOR THE
HERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN 28. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE SHALL BE GRADE 40, 4=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TTMSn PROJECTLL BE PROVIDING CONSTRUCTION REVIEW OF
THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE CENTERLINE OF ELEMENTS, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM
NOTED. SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE
12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM 29. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRO
F-4.
MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB-CONTRACTOR, PRESENCE OF HAZARDOUS MATERIALS, INCLUDING, BUT NO LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE R�D "vFL�
AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAS30 BAR DIAMETERS .. FSS
REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. ,� \ 1 N c
A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT �� !-‘.\
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IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. MATS OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. �7, V
ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, 8.425 PE
AND/OR INCREASED LENGTH (I.E. BOLT/ BAR LENGTHS). THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165.
IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED CONDITIONS, DIMENSIONS, AND UTILITIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES F
SHALL BE DEEMED TO BE INCLUDED. BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, 4 'Nib
ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY fy=60,000 PSI. OR •
13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OP NOT, WILL BE ACCEPTED OR PAID. �`
PROPOSED DESIGN LOADS.
9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS V�y 201
31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. ` 8
14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. F
BY OTHERS UNDER SEPARATE COVER. 10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS. Vii),..
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32. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL,
15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND FOOTINGS AND OTHER UNFORMED 3"
APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE SURFACES. EARTH FACE
STRUCTURAL ANALYSIS. ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR RENEWS: JUNE 30, 2018
16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP GETTING ADDITIONAL COMPENSATION. FORMED SURFACES EXPOSED (�j 6 BARS OR LARGER) 2"
OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 33. IF THE CONTRACTOR OR SUB-CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, TO EARTH OR WEATHER (/�5 BARS OR SMALLER) 1-1/2"
THEN IT IS THE CONTRACTOR'SHGAVID THE APPROVAL
OCE DING TO PROVIDE RK.THE ENGINEER WITH COPIES
REV DATE DESCRIPTION
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION, THE SLABS AND WALLS (INTERIOR FACE) 3/4'
CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE -
SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND 11CTORS SHALL BE .BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
-
18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BSUIBLD NGN AUTHORITIES DURING EXECUTSIBLEION FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM - -
BREAKAGE, COLLAPSE, ETC., ACCORDING TO APPLICABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 12.ANCHOR BOLTS TO CONFORM TO ASTM A307.
19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. 13.NON-SHRING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE - - -
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
20. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. WHICH RIS PLACED (3,000 PSI MINIMUM). - - -
14.ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO
CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND 3 7/10/17 ISSUED FOR SUBMITTAL
RECOMMENDED TESTING AGENCY: PHONE: (_)--- 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO
(A OBOA-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) FABRICATION.
2 6/14/17 REVISED PER NEW SMR
THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD
SHEET NUMBER SHEET NUMBER 1 4/17/17 ISSUED FOR REVIEW
SPECIAL INSPECTIONS. BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I "SPECIFICATION
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION.
THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 OREGOr; STRUCTURAL SPECIALTY CODE CHAPTER 22, BY A L- - PROJECT:
OREGON BUILDING OFFICIALS ASSOCIATION (OBOA), UNDER THE SPECIAL INSPECTION AGENCIES ROSTER, PER STANDARD NO. 1701, QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY
1703 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY OREGON STATE SPECIALTY CODE (OSSC). OF ALL INSPECTION REPORTS AND TEST RESULTS. 117Mr POR
SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ,'�'a""
OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES 1 I DETAIL NUMBER DETAIL NUMBER
VILLA RIDGE
OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION TYPE OF MEMBER I '
SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. ' '
REQUIRED SPECIAL INSPECTIONS WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI I / 10955 SW 65TH AVE
2014 STRUCTURAL SPECIALTY CODE; SECTIONS 1701, 1704, & 1705 OTHER SHAPES, PLATES AND RODS ASTM A36, f.,, 36 KSI --
PIPE COLUMNS ASTM A53, 35 KSI TIGARD, OR 97223
STRUCTURAL TUBING ASTM A500,yf 46 KSI
❑ STRUCTURAL STEEL (1705.2; AISC 360) 0 SPRAYED FIRE-REST MATERIALS (1705.3) AANCHOR NCHORTIBOLBOLTS ASTM A307 y LARGE SCALE DETAIL SECTION DETAIL
❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) 0 INTUMESCENT FIRE-RESIST CTGS (1705.14)
0 SHEET TITLE:
STRUCTURAL CONCRETE (1705.3) 0 EIFS (1705.15) 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00.
5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY
0 REINF. STEEL/PRESTRESSING TENDONS (1705.3) 0 POST-INSTALLED ANCHORS (1705.3; AISC 315: D.9.2)
WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL
0 SHOTCRETE (1705.3; 1910) 0 SMOKE CONTROL (1705.17) BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW
HYDROGENE7XXELODES. WEEL OFG GRADE 40" REINFORCING BE BARSS (IFR REQUIRED)CISHALL BE PERFORMED GENERAL NOTES
❑ STRUCTURAL MASONRY (1075.4) 0 STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) USINGEINF XX ELECTRODES.ETEWITHINEQ4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.
SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS.
TMS 402/ACI 530/ASCE 5; 0 STRUCTURAL WOOD (SFRS 1705.11.2) 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS.
PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE
•
TMS 602/ACI 530.1/ASCE 6 0 COLD FORMED STEEL FRAMING (SFRS 1705.11.2) A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".
❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) 0 ACCESS FLOORS (SFRS 1705.11.5.1) 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A
MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. PROJECT NUMBER: DATE:
❑ GRADING, EXCAVATION, AND FILLING (SOILS 1705.6) 0 STORAGE RACKS (SFRS 1705.11.7) 2017030005 4/13/17
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS
0 DRIVEN DEEP FOUNDATIONS (1705.7) 0 ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) NOTED OTHERWISE. DRAFTER: PROFESSIONAL OF RECORD
BEW BEW
0 CAST-IN-PLACE DEEP FOUNDATIONS (1705.8) 0 MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND
IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. REVISION NO: SHEET NO:
0 INSTALLATION OF PRECAST ELEMENTS (1705.3) 0 SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE,
0 OTHER ______ 11.TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED Call Before You Dig3 N 1
EQUAL.
THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH
I CLIENT:
HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND
JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. I ■
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1 I DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
I X - EXISTING PROPERTY LINE SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
X X X X APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
X SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
1 X AOCHIECT INC.NEITHER NG N TRULTION INC.NOR THE
THIS PROT WILL BE PROVIDING CONSTRUCTION REVIEW OF
I THIS PROJECT.
1 X
I 1
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1 I 2 6/14/17 REVISED PER NEW SMR
I I EXISTING GRAVEL I
ACCESS ROAD 1 4/17/17 ISSUED FOR REVIEW
I I (n
X PROJECT:
1 I X POR
I x
X EXISTING 6-0" CHAIN LINK I1VILLA RIDGE
1x FENCE WITH BARBED WIRE X 10955 SW 65TH AVE
EROTING DLIACETYP 1 x —_ x X --X --X X X --X X TIGARD, OR 97223
I•
SHEET TITLE:
1
PROPOSED
L __ 1
1 I SITE PLAN
EXISTING LIN
PROPERTY E — ---JI
PROJECT NUMBER: DATE:
2017030005 4/13/17
DRAFTER: PROFESSIONAL OF RECORD
BEW BEW
REVISION NO: SHEET NO:
22x34'SCALE: Y= 40'-O' I
3 C - 1
PROPOSED SITE PLAN 1
"x" 1'.= a°-°
\ CLIENT:
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0 2, IMPLEMENTATION TEAM/CLIENT:
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i < EXISTING 72' 10" FENCED WIRELESS COMPOUND ��
g IJ X
% % % X X X X X X X X X X X X X X X X X X X �y DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERITY ALL
DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
x EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS -0 OMISSIONS.NO VARIATIONS OR UODWICATIONS TO WORK
7'-9"x15'-0' CONCRETE x p SHOWN SHALL.BE IMPLEMENTED WITHOUT PRIOR WRITTEN
H-FRAME MOUNTED EQUIPMENT
EQUIPMENT PAD '0 APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
EXISTING VERIZON WIRELESS_ \A SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
4'-0"x8'-O" CONCRETE ARCHffECTCONSULTING,WILLINC.BENEPOWG CONSTRUCTION REVIEW OF
X GENERATOR PAD M.• x
\f'C:"
RROVIHERLYNXCONSULTING,INC.NOR THE
EXISTING VERIZON WIRELESSTH5 PROJECT.
PAD MOUNTED EQUIPMENT .
EXISTING VERIZON WIRELESS__, CABINET (TYP OF 2)
PAD MOUNTED GENERATOR ` �R�D PRO,(-4.
\ EXISTING 6'-0• CHAI
• FENCE WITH BARBEDINWIREK� \�� 4 N F 4"5‘,0
\ V15
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xlila' 8•425 PE
MOUNTED GENERATOR GENERATOR / \ lila'
` I I EXISTING VERIZON WIRELESS
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HYBRID CABLES TO REMAIN x
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UN ES!STRUT TO `,,
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o - �I ` SPLITTER/SURGE SUPPRESSOR
TRA ND `IN
,�•�, 1 MOUNTED TO EXISTING MOUNT TO
II �\� ��Az.
REMAIN (TYP OF 3)
v> EXISTING 94'-0'
w x ��EXISTING AT&T 5'-0"x11'-O" MONOPOLE I � RENEWS: JUNE 30, 2018
CONCRETE GENERATOR PAD 10100.3171.,—.___;:_-<,.c•J;- x
", � �' REV DATE DESCRIPTION
I?, 1"41111‘
' � EXISTING VERIZON WIRELESS
x 7 / 0, RRU TO REMAIN (TYP OF 3, EXISTING
z EXISTING AT&T H-FRAME EXISTING AT&T • _ _ �- 1 PER SECTOR) x ';TREE TYP
w ICE-BRIDGE
W MOUNTED EQUIPMENT
'O x EXISTING AT&T / PROPOSED VERIZON WIRELESS RRU
Ir MOUNTED TO EXISTING ANTENNA
a CONCRETE STOOP • / MOUNT(TYP OF 9, 3 PER SECTOR) x
z •
y' EXISTING VERIZON WIRELESS
PANEL ANTENNA TO REMAIN
N x ° D (TYP OF 12, 4 PER SECTOR) - - -
x
i EXISTING VERIZON WIRELESS
FULL ANTENNA PLATFORM - - -
x - TO REMAIN
,'', 3 7/10/17 ISSUED FOR SUBMITTAL
EXISTING AT&T
...„....„,„--EXISTING
UNIT TYP
x
2 6/14/17 REVISED PER NEW SMR
x
EXISTING AT&T ? 1 4/17/17 ISSUED FOR REVIEW
11•-6••x28,-0"
x EXISTING MULTI-CARRIER
EQUIPMENT SHELTER
PROJECT
s. H-FRAME MOUNTED EQUIPMENT x
I/ POR
x "L��„�,I` \ x VILLA RIDGE
10955 SW 65TH AVE
x
TIGARD, OR 97223
'4 STING 4'-4" . EXISTING
c MAN GATE
X X X X X X X X X X X X X X X TRANSFORMER SHEET TITLE:
IFF
+� PROPOSED
EXISTING 12'-0
COMPOUND POUND DOUBLE SWING
EXISTING BOLLARD TYP PLAN
PROJECT NUMBER: DATE:
�=_,----EXIST!NG GRAVEL
20170300054/13/17
ACCESS ROAD /13/
DRAFTER: PROFESSIONAL OF RECORD
BEW BEW
REVISION NO: SHEET NO:
22-x34•SCALE: ,/,•_ ,-D• PROPOSED COMPOUND PLAN 1 3 '-
11•x17-SCALE: 1/9". 1'-0" 4' 2 0 4'
CLIENT:
EXISTING AT&T Verizon
ANTENNA ARRA EXISTING AT&T
ANTENNA ARRAY n
TOP OF EXISTING
' MONOPOLE TOP OF EXISTING
�94'-O" AGL a h MONOPOLE p p IMPLEMENTATION TEAM/CLIENT:
`If 94'-0" AGL
-- RAD CENTER OF EXISTING
VACANT ANTENNA MOUNT "' RAD CENTER OF EXISTING
' ''90'-O" AGL 'p�--p' VACANT ANTENNA MOUNT
90' 0" AGL p CZ, V L'{N X
EXISTING VACANT
ANTENNA MOUNT EXISTING VACANT
ANTENNA MOUNT
DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL
DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
CONSULTING,INC.NEITHER LYNX CONSULTING,INC.NOR THE
ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF
THIS PROJECT.
EXISTING VERIZON WIRELESS
PANEL ANTENNA TO REMAIN VERIZON WIRELESS
(TYP OF 12, 4 PER SECTOR) "EXISTING
RAYCAP SPLITTER/SURGE EXISTING VERIZON WIRELESS ER/SURGE !! cc P
SUPPRESSOR MOUNTED TO EXISTING VERIZON WIRELESS SUPPRESSOR RAYCAP MOUNTED TO 'cis �FFSS
EXISTING MOUNT TO REMAIN
EXISTING VERIZON WIRELESS (TYP OF 3) PANEL12,ANTENNA SECTOR)
1 EXISTING MOUNT TO REMAIN \� `rr GIN
4"UNIT TO BE REMOVED (TYP OF 12, 4 PER SECTOR) (TYP OF 3) Vi \v < /�
(TYP OF 3, 1 PER SECTOR) — �� 8.425 PES/ EXISTING VERIZON WIRELESS RRU
PROPOSED VERIZON G AN E N RRU
RAD CENTER OF EXISTING VERIZON .. _WITH A2 UNIT TO BE REMOVED RAD CENTER OF EXISTING VERIZON MOUNTED TO EXISTING w--'WIRELESS PANEL ANTENNAS TYP OF 3, 1 PER SECTOR) MOUNT(TYP OF 9, 3 PER SECTOR) i /,'&65-0"AGL I ( WIRELESS PANEL ANTENNAS - _
1 asso"AGL , I (�yOR" •
EXI TIIN VERIZON REMAIN (TYP OF WIRELESS3, Lam_ _ �—
EXISTING
�' 6, .'4 8 2° ,(<,
1 PER SECTOR) RRU EXISTING
VREMAIN (TYP OFERIZON LS3, Nf=11 —
S ��
LEXISTING VERIZON WIRELESS 1 PER SECTOR) BRAND `NN
FULL ANTENNA PLATFORM EXISTING VERIZON WIRELESS
TO REMAIN FULL ANTENNA PLATFORM
PROPOSED vERDON WIRELESS TO REMAIN RENEWS: JUNE 30, 2018
MOUNT REINFORCEMENT KIT
REV DATE DESCRIPTION
1
EXISTING 94'-0" - -
EXISTING 9
MONOPOLE MONOPOLE -0�� NOTES:
1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL - - -
ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS
UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL
TOWER MOUNTED EQUIPMENT AND CABLES, THE CONTRACTOR SHALL - - -
REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF
REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE
CERTIFIED STRUCTURAL REPORT. - - -
2. THE CONTRACTOR SHALL INSPECT THE TOWER AND EXISTING
MOUNTING HARDWARE AND MAKE THE ENGINEER OF RECORD AWARE
OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3 7/10/17 ISSUED FOR SUBMITTAL
3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE
MANUFACTURER'S SPECIFICATIONS.
4. THE CONTRACTOR SHALL RE-TORQUE ALL EXISTING MOUNTING 2 6/14/17 REVISED PER NEW SMR
II
HARDWARE, AND REPLACE ANY COMPONENTS THAT ARE DEEMED
WORN OR DAMAGED.
1 4/17/17 ISSUED FOR REVIEW
PROJECT:
POR
VILLA RIDGE
10955 SW 65TH AVE
TIGARD, OR 97223
EXISTING SHEET TITLE:TREE TYP
fEXISTING TREE TYP
EXISTING AND
'� EXISTING VERIZON WIRELESS EXISTING AT&T 11'-6"x28'-0" I. , .
i EXISTING AT&T EQUIPMENT SHELTER ( EXISTING VERIZON WIRELESS �, I y EXISTING AT&T EXISTING AT&T 11'-6"x26'-0" PROPOSED
ICE-BRIDGE WITH (3) ICE-BRIDGE ` EQUIPMENT SHELTER
HYBRID CABLES TO REMAIN 1 f ?, ICE-BRIDGE WITH (3) 1 ICE-BRIDGE J/`
I J HYBRID CABLES TO REMAIN / ELEVATIONS
;
• p Jy
i
EXISTING 6' 0" CHAIN LINK 1
FENCE WITH BARBED WIRE -�r t/�/ `f "-' EXISTING 6'-0" CHAIN LINK '.. _"•-
,: I 1 \ PROJECT NUMBER: DATE;
' {r �� ( FENCE WITH BARBED WIRE moi\ > T/
`} t 1 '� 1 i _ { 11 �j '� /` 2017030005 4/13/17
(,
t Lj .Y t ,} _ e�1 , _ 1 t ( DRAFTER: PROFESSIONAL OF RECORD
J( } I
FINISH GRADE 1: I, __.; I I �� F� I . F,L, k.. j , ! l ____._"-'� 'I , �j 1I• I . , U. 1 S T BEW BEW
fli It
1° 1-=--"-"� I" FINISH GRADE ,� ' �. -.� I - REVISION NO: SHEET No:
0'-0" AGL - II t -1 _ .
o'-o" AGL r 9 J , _1--- .-----; I I
22-x34-SCALE: 3/18•_ 1-0• 11910914RM■MII EXISTING ELEVATION 2 22:xx17-SCA 3/16-= i-o- ,. 2 PROPOSED ELEVATION 1 3 A- 2
11'x17'SCALE; 3/32•= 1'-0• 4' 2' 0 4
• RRUS32 82 SPECIFICATIONS CUENT:
RRUS32 B66 SPECIFICATIONS
RRUS11 913 SPECIFICATIONS
MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON
HEIGHT: 27.56" HEIGHT: 27.56" HEIGHT: 19.70"
1 12 44 X WIDTH: 12.44" 12.44" WIDTH: 12.44" WIDTH: 17.00" verizonv
DEPTH. 7.40" DEPTH:
WEIGHT: 7.40"
55 LBS _ 17.00" 74 DEPTH: 7,20"
WEIGHT: 7. LBS X
\ _ \ I WEIGHT: 51 LBS
P' \
y RBZUS32ME ^ RRUS32 II__ o RRUS11 .
B66 613 _ N IMPLEMENTATION TEAM/CLIENT:
\ \
\
PLAN VIEW PLAN VIEW Lt L..' "FJ X
PLAN VIEW
\ \ \ DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL
O \
DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
\ X ' ' \ OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
I
I
\ RRUS11 SHOWN SHALL BE IMPLEMENTED WITHOUT TE
PRIOR WRRN
813 APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
/-\ SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
\ \ CONSULTING,INC.NEITHER LYNX CONSULTING,INC.NOR THE
ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF
O
THIS PROJECT.
B2US32 N lo RRUS32
B2 N F RRUS32 a "1 RRUS32 I - a
II
N N N r 866 n 866 in u? � ED PRo
N N N N RRUS11 -F-.' 4C� S
B,3 ��,`���G I NF %
,V' 8.425 PEAIWAS
1 . . . - 1 \ \ C=3 \ \ -- -- \ \ 0 \ \ I \ \ OR_ •
it, 2.44" I- ,7.OD" 7.20" I V� rfO1*
- / / 7.40" / 12.44" jr - i( if' X X �n Y 8 4 ,`(V
( 7.40" C
RT RA ND `NNS
FRONT VIEW SIDE VIEW FRONT VIEW
SIDE VIEW FRONT VIEW SIDE VIEW
RENEWS: JUNE 30, 2018
_ REV DATE DESCRIPTION
x34 SCALE: NOT TO SCALE R R U S 3 2 B 2 6 1"x 17 "SCALE: NOT TO SCALE7RRUS32 B 6 6 5 22=.;;:S
22
OT TO scALE RRUS11 B 13 4 - -
11 -
11'x17' SCALE: NOT TO SCALE 1
NOTE:
FITS POLE DIAMETERS NOTES: _ _ _
FROM 12" TO 36 1. ANTENNAS SHALL BE INSTALLED PER THE
MANUFACTURER'S SPECIFICATIONS. MINIMUM 2-3/8"0 SCHEDULE
2. CONTRACTOR SHALL CONFIRM THAT EXISTING 40 GALVANIZED MOUNTING PIPE - - -
MOUNTING PIPE SIZES CONFORM TO THE
PROPOSED ANTENNAS MOUNTING REQUIREMENTS.
3. CONTRACTOR SHALL RE-TORQUE ALL EXISTING DOW NTI LT MOUNTING - _ -
MOUNTING HARDWARE AND REPLACE ALL KIT (PER ANTENNA
p
-
DAMAGED MOUNTS. MANUFACTURER)
■ ■ -
MONO
*Oh Sill3 7/10/17 ISSUED FOR SUBMITTAL
1I 2 6/14/17 REVISED PER NEW SMR
1 4/17/17 ISSUED FOR REVIEW
MOUNT REINFORCEMENT KIT PROJECT:
(SITEPRO PART #PRK-1245
OR APPROVED EQUAL) POR
VILLA RIDGE
10955•
SW 65TH
/ ` TKAR , OR 97AVE23
riliamongol_111) AV
SHEET TITLE:
--. � —'h�1 PANEL ANTENNA
,� !R® 8- CONSTRUCTION
DETAILS
PROJECT NUMBER: DATE:
2017030005 4/13/17
tA"I' DRAFTER: PROFESSIONAL OF RECORD
BEW BEW
REVISION NO: SHEET NO:
22•x34•SCALE: NOT TO SCALE NOT USED 3 11 34"� NOT TO SCALE MOUNT REINFORCEMENT KIT 2 2x344-SCALE•.. NOT TO SCALE
ANTENNA MOUNT 1 3 A- 3
11"x17•SCALE: NOT TO SCALE
CLIENT:
EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE
' ALPHA AZIMUTH RAD QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH ELEC COAX FEEDER FEEDER ADDITIONAL ALPHA RAD MECH ELEC COAX FEEDER FEEDER ADDITIONAL ■
SECTOR CENTER TILT TILT QTY TYPE LENGTH EQUIPMENT SECTOR AZIMUTH CENTER QTY VENDOR MODEL LENGTH WIDTH DEPTH TILT TILT QTY TYPE LENGTH EQUIPMENT V r'z
PLACEHOLDER 60' 65'-0" 2 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' 0' 0 NA NA NONE PLACEHOLDER 60' 65-0" 2 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' 0' NONE O�
700 LTE 60' 65'-0" 1 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" C' 5' RRUS11_A2 B13 700 LTE 5' RRUS11 813
700 LTE 5' 1 HYBRID 100'-0" NONE PCS LTE 60' 65'-0" 1 ANDREW SBNHH-10650 96.6" 11.9" 7.1' 0' -
60' 65'-0" 1 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' 3' 1 HYBRID 100'-0 RRUS32 82
AWS LTE 3' RRUS12_A2 B4 700 LTE
• BETA RAD 60" 65'-0" 1 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' S RRUS11 B13
AZIMUTH QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH ELEC COAX FEEDER FEEDER ADDITIONAL AWS LTE RRUS32 666
SECTOR CENTER 3' IMPLEMENTATION TEAM/CLIENT:
TILT TILT QTY TYPE LENGTH EQUIPMENTBETA D MECH ELEC COAX FEEDER FEEDER ADDITIONAL
PLACEHOLDER 180' 65'-0" 2 ANDREW SBNHH-1065C 96.6" 11.9" 7.1" 0' 0' 0 NA NA NONE SECTOR AZIMUTH CEN ER QTY VENDOR MODEL LENGTH WIDTH DEPTH TILT TILT QTY TYPE LENGTH EQUIPMENT
700 LTE 180' 65'-0" 1 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' 5' RRUS11_A2 B13 PLACEHOLDER 180' 65'-0" 2 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0' 0' NONE
r 700 LTE
5' 1 HYBRID 100'-0" NONE 700 LTE
5' RRUS11 813 L( LYNX
AWS LTE 160 65'-0" 1 ANDREW SBNHH-1065C 96.6" 11.9" 7.1" 0' - - 180' 65-0" 1 ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0'
3' RRUS12_A2 B4 PCS LTE 3' 1 HYBRID 100'-0 RRUS32 62
GAMMA AZIMUTH RAD QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH ELEC COAX FEEDER FEEDER ADDITIONAL 700 LIE 5' RRUS11 813
SECTOR CENTER TILT TILT QTY TYPE LENGTH EQUIPMENT 180' ss'-o" ANDREW SBNHH-1D65C 96.6" 11.9" 7.1" 0'
AWS LTE3' RRUS32 B66
PLACEHOLDER 300' 65'-0" 2 ANDREW SBNHH-10650 96.6" 11 9" 7.1" 0' 0' 0 NA NA NONE FEEDER ADDITIONAL
700 LTE 300' 65'-0" 1 ANDREW SBNHH-1D650 96.6" 11.9" 7.1" 0' 5' GAMMA AZIMUTH RAD QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH ELEC COAX FEEDERCO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL
RRUS11_A2 B13 SECTOR CENTER TILT TILT QTY TYPE LENGTH EQUIPMENT DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
700 LTE 5' 1 HYBRID 100'-0' NONE PLACEHOLDER 300' 65'-0" 2 ANDREW SBNHH-iD65C 96.6" .
119" 7.1" 0' 0' OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
300' 65'-O" 1 ANDREW SBNHH-1065C pNONE SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
11.9" 7.1" '
AWS LTE3' RRUS12_A2 B4 700 LTE APPROVAL.
300' 65'-0" 1 ANDREW SBNHH-1D650 96.6" 11.9" 7.1" p' 5' RRUS11 B13 SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
PCS LTE SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
3' 1 HYBRID 100'-0 RRUS32 B2 CONSULTING,INC.NEITHER LYNX CONSULTING,INC.NOR THE
700 LTE 5' RRUS11 B13 ARSHIECJEWILL BE PROVIDING CONSTRUCTION REVIEW OF
AWS LTE 300' 65'-0" 1 ANDREW SBNHH-1D650 96.6" 11.9" 7.1" 0' CT.
3' RRUS32 866
,c,c4.OPROI .
�,,`��„G , NF '0
s
gar 8.425 PES
N OR' •
/1f�
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�R/WAND NO\.
RENEWS: JUNE 30, 2018
REV DATE DESCRIPTION
PROPOSED VERIZON WIRELESS RRU
MOUNTED TO EXISTING ANTENNA - - -
MOUNT(TYP OF 9, 3 PER SECTOR)
EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS
700/AWS LTE PANEL 700 LTE PANEL ANTENNA EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS -
ANTENNA TO REMAIN w�/r� , 70 REIAAIN 700/AWS LTE PANEL 700/PCS LTE PANEL - -
• • ANTENNA TO REMAIN ���� �� ANTENNA TO REMAIN
����
:EITINNG(VERIZON WIRELESS RAYCAP f: - - -
TER/SURGESUPPRESSOR / EXISTING VERIZONWIRELESSRAYCAPTED TO EXISTING MOUNT TO SPLITTER/SURGE SUPPRESSOR
EXISTING VERIZON WIRELESSifTYP OF 3) 1 N MOUNTED TO EXISTING MOUNT TO - - -
REMAIN (TYP OF 3)
ANTENNAPLACEHOLDER PANEL i EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS 3 7/10/17 ISSUED FOR SUBMITTAL
TO REMAIN ANTENNOLDA TEOR PANEL
PLACEHOLDER PANEL EXISTING VERIZON WIRELESS
��. , A
• ANTENNA TO REMAIN +11,‘
ANTENNPLACEHOLDER PANEL2 6 14 17•\ ` .11111
- ,, • ANTENNA TO REMAIN / / REVISED PER NEW SMR
a' t� 1 4/17/17 ISSUED FOR REVIEW
EXISTING VERIZON WIRELESS lilt, EXISTING 94'-0" I'• ` PROJECT:
-
PLACEHOLDER PANEL -! MONOPOLE EXISTING VERIZON WIRELESS EXISTING 94'-0"
ANTENNA TO REMAIN �\ EXISTING VERIZON WIRELESS ANTENNA PLACEHOLTOR EREMAIN MONOPOLE POR
NEL
' ti. ` , ANTENNAPLACEHOTO RPAAIN \ ` ‘,...., PLACEHOLDERZPANELRELESS/ \ j ANTENNA TO REMAIN VILLA RIDGE
1 EXISTING VERIZON � / \
/ E ZON WIRELESS ,
FULL ANTENNA PLATFORM / EXISTING VERIZON WIRELESS 10955 SW 65TH AVE
TO REMAIN ` FULL ANTENNA PLATFORMTIGARD, OR 97223
(i / •�'A\ A/ TO REMAIN700 EXISTING LTE PANELON ANTENENASS
froomm....A
��� EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS �� - • :�
TO REMAIN �� ANTENNA LIERPPANE 700/PCS LTE PANEL fr.\ �� EXISTING VERIZON WIRELESS SHEET TITLE:
�� 700/AWS LTE PANEL
ANTL ENNA TO REMAIN n ANTENNA TO REMAIN EXISTING AND
•
EXISTING VERIZONWIRELESS ` � `�\, ,--
iti
RRU TO REMAIN (TYP OF 3, I
1 PER SECTOR) �1j�" J
,.•,„� P.
Gh•aoMl 1 - •- EXISTING VERIZON WIRELESS 7.) ROPOSED
\, .1 111 I�I���/ RRU TO REFMIN (rYP OF 3. � J
EXISTING VERIZON WIRELESS - .- �_ A 1 PER SECTOR) SFT -I_�-�-�
A2 UNIT TO BE REMOVED EXISTING VERIZON WIRELESS RRU - •
- WITH A2 UNIT TO BE REMOVED ANTENNA
(TYP OF 3, 1 PER SECTOR) (TYP OF 3, 1 PER SECTOR) IMP EXISTING VERIZON WIRELESS
EXISTING VERIZON WIRELESS 700/PCS LTE PANEL CONFIGURATIONS
EXISTING VERIZON WIRELESS
700/AWS LTE PANEL EXISTING VERIZON WIRELESS ANTENNA TO REMAIN
700 LTE PANEL ANTENNA
PANEL
ANTENNA TO REMAMI <_ TO REMAIN ANTENNA TO/AWS EREMAIN
PROJECT NUMBER: DATE:
EXISTING VERIZON WIRELESS m EXISTING VERIZON WIRELESS 2017030005 4
PLACEHOLDER DER PANEL PLACEHOLDERISTING PANEL EXISTING VERIZON WIRELESS :Ig/
EXISTING VERIZON WIRELESS /13/77
ANTENNA TO REMAIN ANTENNA TO REMAINPLACEHOLDER PANEL PLACEHOLDER PANEL DRAFTER: PROFESSIONAL OF RECORD
ANTENNA TO REMAINANTENNA TO REMAIN BEW BEW
REVISION NO: SHEET NO:
22x34 SCALE: 1,2= ,-0 _-_ EXISTING ANTENNA CONFIGURATION 2 ;;=,;;= 1/2". 1'
2• 1' . Z• PROPOSED ANTENNA CONFIGURATION 1 3 RF- 1
2211-x17"SCALE: 1/2 1"-O" 2 1' 0' 2'
d CLIENT:
- ' VILLA RIDGE-A -Khan, Mohammed-Mohammed.Khan2@VerizonWireless.com-06/12/2017 20:21:51
;l� verizon1
� _ . o6z�ot�
PROJECT:PCS
I
IMPLEMENTATION TEAM/CLIENT:
Sector 1 Sector 2 1LYNX
:1 Y eexr ns
X70 MNZ._ =i1 '/E0 MIN2
DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL
i DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
pm* MAK soma 111061, 111,41} OMBMWOMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK
iR/lti 3114,0 wax Iwo* SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
X X Y XXX X X X X X X :X X X X X X APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ME
l X X X X SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
XXX XXX X XX XXX '.X X. X X X. >t X":X .X X X X X X XXX X X X X % X SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
X X X X X X': X X X K f X XXX XXX 1 X :X # XX XII X K- X. X XXXX XXX' CONSULTING,INC.NEITHER LYNX CONSULTING.INC.NOR NE
XXX XXX XXX X - XXX X ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF
THIS PROJECT.
UL,1UUyUin ULJUUUU* LUUUUUB 1 1UUUUL UUUUtjUej LUUUUURI LJULUUU* 1CTQUUUUXi UUUU1,11JR U11UVUU� II � 111111 .,
h II—� 'I _ I •c-I -13 PROF—
ill., .,. v 8.425 PES
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RENEWS: JUNE 30, 2018
1
�_ _.___.----._ ..-- REV DATE DESCRIPTION
Tower - - -
Shelter
,...,-
i'-;.
3 7/10/17 ISSUED FOR SUBMITTAL
RRU 62nds:
2 6/14/17 REVISED PER NEW SMR
700 RRUS Band 13
4WS-RRUS Band 4
1 4/17/17ISSUED FOR REVIEW
r PROJECT:
,. 300-RRUS Band 5
4WS-3-RRUS Band 66A POR
•
VILLA RIDGE
10955 SW 65TH AVE
TIGARD, OR 97223
SHEET TITLE:
PROPOSED
IT DIAGRAM
PROJECT NUMBER: DATE:
2017030005 4/13/17
DRAFTER: PROFESSIONAL OF RECORD
BEW BEW
REVISION NO: SHEET NO:
22• 4•SCALE: NOT TO SCALE PROPOSED IT DIAGRAM 1 3 RF- 2
x3
11•x17'SCALE: NOT TO SCALE