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Plans '&01'20V - DO M) Z RECEiv EIS \/ POR BARROWS MAR 18 veri Oy wireless CONSTRUCTION DRAW 1.101G51 2014 verigjwireIess � 1 CARD LDINC DI VISION PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS: 17026 SW FRIENDLY LANE GOVERNING CODES APPLICANT SHEET I DESCRIPTION BEAVERTON,OR 97007 VERIZON WIRELESS CASCADIA PM REAL PROP ID# R482310 IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 5430 NE 122ND AVE 71.0 TITLE SHEET TRS: T2 SECS R1W PORTLAND.OR 97230 3322 SOUTH BAY ROAD NE NEC-2008,NATIONAL ELECTRICAL CODE T2 0 GENERAL NOTES OLYMPIA WE 98506 LATITUDE: 45 12532.42"N PROPERTY OWNER A1.0 OVERALL SITE PLAN PH.380.438.8002 LONGITUDE: 122°51'07.36"W A-DA COMPLIANCE HIDEO&RUTH HISHIDA A1.1 ENLARGED SITE PLAN SOURCE: VZW SMR INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. 17206 SW FRIENDLY LANE DATUM: NAD 83 HANDICAP ACCESS IS NOT REQUIRED PER A.D.A BEAVERTON,OR 97007 A2.0 ELEVATION JURISDICTION CITY OF TIGARD TOWER OWNER A3 0 ENLARGED ANTENNA PLANS / APN: 2516-01200 AT&T MOBILITY = = 1 ZONING CLASSIFICATION: FD-20 JEFF DURBIN '- GROUND ELEVATION 340'AMSL PH 425.516.9246 DRAWING LEGEND °jjj///��:' TOP OF(E)MONOPOLE. 80'AGL PRINCIPAL ENGINEER, _- NETWORK CONSTRUCTION - - - - -- SUBJECT PROPERTY LINE �!! OCCUPANCY GROUP. U TYPE II-B 54301 NE 122ND WIRELESS AVES - - ADJACENT PROPERTY LINE .0��G (31!N 6- -L't PORTLAND,OR 97230 LEASE AREA �� V /g .! +ti SARAH BLANCHARD COAX (E)COAX ROUTE CI, + r� PROJECT SUMMARY DRIVING DIRECTIONS PH:503.3108814 HYBRID - (N)HYBRID CABLE ROUTE. 15,3 7 - T - TELCO ROUTE Et f CONSTRUCTION MANAGEMENT T/P TELCO/POWER ROUTE THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK FROM PORTLAND INTERNATIONAL AIRPORT(PDX): VERIZON WIRELESS _ . P POWER ROUTE • 1 HEAD SOUTHWEST ON NE AIRPORT WAY 0.6 MI 5430 NE 122ND AVE F FIBER ROUTE �� OREG r� 1 PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY 2. SLIGHT RIGHT TO STAY ON NE AIRPORT WAY 1.8 MI PORTLAND.OR 97230 - - 40 s.3 TURN RIGHT ONTO THE INTERSTATE 205 S RAMP TO INTERSTATE JOE AHSING F/P FIBER/POWER ROUTE 4V45)„L �r \''' ..' 2. PROPOSED REMOVAL OF SIX(6)PANEL ANTENNAS WITH INSTALLATION OF SIX 84/PORTLAND/SALEM 0.5 MI PH:503.408.3434 , x EXISTING FENCE ffi� Gty• .4 (6)PANEL ANTENNAS,THREE(3)RRU'S AND TWO(2)SURGE PROTECTORS(ONE 4 MERGE ONTO 1-205 S 2.6 MI -? (1)MOUNTED NEAR EQUIP SHELTER AND ONE(1)MOUNTED NEAR ANTENNAS) 5. TAKE EXIT 21 B TO MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND 5.4 MI ZONING AND PERMITTING CONSULTANT CPM PR•" �jfi ��f>jF1�Ri��1.1 WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. 6. TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM 0 4 MI JIM JAGGERS ' A+rA T 7. MERGE ONTO 1-5 S 1.1 MI 9895 MONTEGRINO CT D �. 8. KEEP LEFT TO CONTINUE ON I-005 N,FOLLOW SIGNS FOR US-26/CITY ELK GROVE,CA 95757 © ELEVATION MARKER 0 � CENTER/BEAVERTON 1 0 MI 916213.8407 �� .... .744 L' . R/PTION 0 04-11-13 KN/BU 90%CD REVIEW 9. TAKE EXIT 1D TO MERGE ONTO US-26 W TOWARD BEAVERTON 5.0 MI SITE ACQUISITION CONSULTANT 1 06-05-13 EG/EG CLIENT COMMENT 10. TAKE EXIT 69A FOR OREGON 217 S TOWARD BEAVERTON/TIGARD 0.4 MI © 2 01-13-14 EG/EG CLIENT COMMENT 11 MERGE ONTO OR-217 S 4 0 MI JIM JAGGERS 12. TAKE EXIT 4B FOR OREGON 210/SCHOLLS FY.RD.0.3 MI 9895 MONTEGRINO CT SECTION MARKER 13. TURN RIGHT ONTO OR-210 W/SW SCHOLLS FERRY RD 3 8 MI ELK GROVE,CA 95757 SUBMITTAL 14. TURN LEFT ONTO SW ROY ROGERS RD 194 FT 916212.8407 NO DATE D/C DESCRIPTION_ 15 TAKE THE 1ST LEFT ONTO SW FRIENDLY LN 0 02-11-14 EG/EG BP SUBMITTAL 16. DESTINATION WILL BE ON THE RIGHT226 FT STRUCTURAL ENGINEER 1 02-12-14 EG/EG BP COMMENT MC SQUARED INC ESTIMATED TIME 37 MINUTES 1235 E 4TH AVE,SUITE 101 ESTIMATED DISTANCE: 26.9 MILES OLYMPIA WA 98506 MICHAEL SZRAMEK PH:360.754 9339 SITE NAME PROJECT VICINITY MAP POR BARROWS SITE ADDRESS ,p � �,1c�,'Ndy 17026 SW FRIENDLY LANE AI BEAVERTON,OR 97007 I Stj F°`"R° TE SW escrows Rc APPROVAL LIST L� TITLE SIGNATURE DATE SHEET TITLE Fe"RO SW remote w: swsaw°s '`•,, c' PROPERTY OWNER TITLE vi 2Q s. VZW REPRESENTATIVE SHEET 4137, y sW 0.,,,.-„y i,� /5,90 PROJECT MANAGER IPROJECT LOCATION N ! SITE ACQUISITION a z TN MN ZONING SHEET NO. W E TAX DESCRlPT10N: CONST.MANAGER T .O LOCATED IN THE NORTHEAST AND SOUTHEAST QUARTERS OF SECTION 6,TOWNSHIP 2 SOUTH,RANGE 1 WEST,W.M.WASHINGTON COUNTY, RF ENGINEER x' S OREGON • - AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTE ,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM wireless W INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. AWG AMERICAN WIRE GAUGE MECH MECHANICAL • LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 2 NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDE E OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLAC D IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUC RAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR S LL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND OMPLETE RESPONSIBILITY FOR JOB 5 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIO OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMEN SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT E CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHI CT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE 6 ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION W THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE S E NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES.RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER 3322 souTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 98506 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH.360.138.8002 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE.BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES.AND PARTIALLY CONC CONCRETE OC ON CENTER \ / CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL _ TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS CONO CONDUIT OD OUTSIDE DIAMETER -- - - - UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND '!• ;..1.;..1. , D•WITH LANDLORD'S AUTHORIZED REPRESENTATIVE 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER L' - yv D 8 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF LOAD CONT CONTINUOUS OT OVERHEAD FIBER �g�W� , FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE CPM CASCADIA PM OPP OPPOSITE : `i SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. d IL 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE \ ti:•¢I�t- 'L'7` rA 0/C DRAFTER/CHECKER PL PROPERTY LINE G� �i! WHENEVER ANY PERSONNEL ARE ON SITE B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES n V + WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD d �J 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION S. -,-,,1 TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. - • 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, I °REGOh PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY 'Ifs +f�> ` THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR OIL DETAIL PT PRESSURE TREATED rf - LANDLORD. 11 ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I E,DRYWALL,PLYWOOD,CEILING PANELS, �L-i-t' r£1. ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING J. r w 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, c1=Htl+D' I. R11 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION. EA EACH ROW RIGHT OF WAY I IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. _ + Q�t7 Cr A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT Cr 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. . '-OA. f+9/Fr BE9CRIPTION'" PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 04-11-13 KN/BU 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 06-05-13 EG/EG CLIENT COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 2 01-13-14 EG/EG_CLIENT COMMENT OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED.TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET SUBMITTAL DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET NO DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 02-11-14 EG/EG BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION 1 02-12-14 EG/EG BP COMMENT SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SO SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS FT FOOT,FEET SS STAINLESS STEEL MATCH EXISTING GA GAUGE STL STEEL SITE NAME STANDARD STRUCTURAL STEEL NOTES: _ _ 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRICT STRUCTURE,STRUCTURAL POR BAR ROWS SPECIAL INSPECTION A123-A123M-02UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE • 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500.GRADE A OR A501 GWB GYPSUM WALL BOARD TOM TOP OF MASONRY SITE ADDRESS INSPECTOR. ). 17026 SW FRIENDLY LANE 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES A D WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH BEAVERTON,OR 97007 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHO PROVIDE THE MINIMUM SIZE PER STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION 9TH EDITION. GRND GROUND TNND TINNED 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.A A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING.VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL I LODE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS STANDARD CUT WASHERS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5 NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDER ND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT LINO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. f ID INSIDE DIAMETER OF UNDERGROUND FIBER 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTORS KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1 THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORM BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS INT INTERIOR WP WATERPROOF A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION A /OR ADHESIVE ANCHORS:INSPECT `JBOX JUNCTION BOX W/ WITH T2 •0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER 1 O REPORT. - LB(S) POUND(S) W/0 WITHOUT SW FRIENDLY LANE NOTE: SITE PLAN DERIVED FROM EXISTING DRAIMNGS,GIS,AERIAL - - - IMAGES.DEED AND SITE PHOTOS VO17 a wireless °F--- — — _—,-- —— — 363 80,_ eta �t �LlrtlrL , - - , - - 1 0 ' ,ti T - - — M _ _ _ - - - - - - - tZ �_ I INGRESS/EGRESS FROM !Z SW FRIENDLY LANE — is CASCADIA PM 1 te+ 3322 SOUTH BAY ROAD NE ADJACENT ZONING I e. - — I (E)GRAVEL ACCESS ROAD OLYMPIA WA 98506 FD-20 PH 360 438 8002 I ,z I I ;t I I INAMTIAR r _ _ _ . I I -J VERIZON WIRELESS PROJECT AREA I amDl n.'7 (E)RESIDENTIAL �+.r FT I � SEEA11&A30 1 I BUILDINGS .c�GytNEe� �f I ,,_ T+ , 15,35T . ,_ I 1 A_ OF EGON PARCEL 1 DEDICATION 1 ADJACENT ZONING �I� SEE DOC*2008-028292 FOR I FD 20 `� "IIIP‘Cliirg:i-.1 MORE INFORMATION APN:2516-01200 —II AREA:3.32 ACRES --r-- >+ *v� I I =I~ ^� 04-11-13 KN/BU 90%CD REVIEW UM 1 I (E)PACIFIC 1 06-05-13 EG/EG CLIENT COMMENT POWER - I A 2 01-13-14 EG/EG CLIENT COMMENT o I DISTRIBUTION cc c ril I 10'-0" I FACILITY SUBMITTAL _ � w O. ' I I "0 0211 E4 EG/EG BP SUBMITTAL cc I I I ( 1 02-12-14 EG/EG BP COMMENT cc I ( • E)( E)SETBACK(TYP) • I SITE NAME IPOR BARROWS I i 1 1 1a-0" SITE ADDRESS 17026 SW FRIENDLY LANE 1 BEAVERTON,OR 97007 I (E)SUBJECT PROPERTY LINE I L I �(TYP) J I (E)ADJACENT PROPERTY LINE SHEET TITLE _ - - (TAP) -_ - _ 15.9- OVERALL -- 37927- -- " SITE PLAN - - TN MN ADJACENT ZONING I FD-20 W E SHEET NO. S A1 .0 1 OVERALL SITE PLAN SCALE 1"=50-0"(11X17) 0' 25' 50' 100 SCALE 1"=25'-0"(22X34) . , VeIT wireless . • • (E)GATE(TYP) 1 1 ________,,________xi 1 \ / 1 I I 1 CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA.WA 98506 r I PH:380.438.8002 r I I1 / I um le,tlamir......;-10..17-v,- : _.:?- 4.?„.„,.4-:-. .172 ILli::74:-.4,7:4;;;) ppr.,,. c4,:...:A.,.i. LIU 15,357 O (E)OTHER CARRIER a EQUIP SHELTER 4 + OREGONItte U r W �� y/2 .\„."%,':4 CPM PROJECT+• ,141111.• (E)VERIZON WIRELESS -- EQUIP SHELTER „'*?,'.a -;Ypki ..,-;41_,:„—.. 1 • N0 DATE D/C DESCRIPTION 0 04-11-13 KN/BU 90%CDREVIEW (E)8(N)VERIZON WIRELESS 1 06-05-13 EG/EG CLIENT COMMENT ANTENNA(NP) 2 01-13-14 EG/EGCLIENTCOMMENT --�a____7.-- -_ _'. Hu- ” SUBMITTAL l:-i= N0 DATE D/C DESCRIPTION ;, (E)80'-0"MONOPOLE;OTHER 0 02-11-14 EG/EG BP SUBMITTAL I O CARRIER ANTENNAS NOT 1 02-12-14 EG/EG BP COMMENT I� SHOWN FOR CLARITY t I I,I .\ SITE NAME I \\ 1 .,:i;\ lyi POR BARROW �� SITE ADDRESS _ \iir9 17026 SW FRIENDLY LANE t - M BEAVERTON,OR 97007 28'-0" x FENCED COMPOUND SHEET TITLE (E)VERIZON WIRELESS ICE (N)SURGE PROTECTOR MOUNTED TO 1$9. ENLARGED BRIDGE (E)ICE BRIDGE POST NEAREST EQUIP SHELTER " SITE PLAN TN MN ® W E SHEET NO. S A1 . 1 1 ENLARGED SITE PLAN SCALE 1/8"=1'-0"(11X17) 0' 16' SCALE 1/4"=1'-0"(22X34) 1. . IMIEMMIIIMI NOTES: NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. V @f7 011 wireless - (E)OTHER CARRIER ANTENNA TIP HEIGHT dk I IIII- - 'II I (E)OTHER CARRIER ANTENNA RAD CENTER Dik 111111111111111111111 O 82'-0. Wv I I - (E)TOP OF MONO d III 80'-0 -- CASCADIA PM 1 (N)VERIZON WIRELESS ANTENNA&RRU(TYP)-SEE 2/- 3322 OLYMPIA. 8 NE PH:390.4388002 _y A I (E)&(N)VERIZON WIRELESS ANTENNA TIP HEIGHT (N)ANTENNA MOUNT WITH VARIES-SEE TABLE ON 1/A3.0 MECHANICAL DOWN TILT L V I ■ (, ANTEN AO SEE VA30S II_I I _II I i _�__ I-- (N)SURGE PROTECTION UNIT(1 TOTAL REQ'D i'r �; ` I NEAR ANTENNAS)W/MOUNTING BRACKET �,I+s i..+.C., ••••=z .'1. - - �� BEYOND);(N)RRU(TYP OF 3)W/MOUNTING r \ .` '��. - i _ Iii BRACKET f� 's1�3�N �L'f, 3 NOTES: All J _ J�3.�7 -VERIFY ANTENNA (E)ANTENNA SUPPORT ARM/PLATFORM . ' r MOUNTING WITH 1I 11111%1 (E)80'-0"MONOPOLE,(N)HYBRID CABLE _ TO FOLLOW ROUTING DETERMINATION TOWER STRUCTURAL (E)COLLAR MOUNT OREGON FINAL STRUCTURAL ANALYSIS (N)JUMPER W/10" A TO BE SECURED AS (E)OR(N)2-318"O.D MIN. . -1. REQ'D WI(N)CABLE ANTENNA PIPE MOUNT(TYP) ^s4nmvi5 cv�w.rs SUPPORTS,TYP. CPM PROJE ^ . _ -7 Jr J T (E)MONOPOLE N< '� - MC DESCRIPTION 0 04-11-13 KN/BU 90%CD REVIEW 1 06-05-13 EG/EG CLIENT COMMENT (N)HYBRID CABLE;SUPPORT 2 01-13-14 EG/EG CLIENT COMMENT HYBRID CABLE W/IN 12"OF SURGE PROTECTOR W/HOIST SUBMITTAL GRIPS PER MFR'S REQUIREMENTS NO DATE D/C DESCRIPTION (E)COAX PORT 0 02-11-14 EG/EG BP SUBMITTAL 1 02-12-14 EG/EG BP COMMENT (N)SURGE PROTECTOR MOUNTED TO (E)ICE BRIDGE POST NEAREST EQUIP SHELTER SITE NAME POR BARROWS SITE ADDRESS 17026 SW FRIENDLY LANE BEAVERTON,OR 97007 (E)6'-0"TALL CHAIN LINK Adds FENCED COMPOUND �m .�...rsu-,.. SHEET TITLE i W Ira Iill ma _ ELEVATION 7A`, :.1...:z... i I {.;,::.O. (E)GRADE O'-0" A, SHEET NO (340'AMSL) 1 SOUTH SCALE:1"=10'-0°(11X17) 0' S' 10' 20 A2 . 0 ELEVATION PROPOSED 2 ANTENNA MOUNT DETAIL SCALE NTS(11X17) SCALE:1"=5'-0"(22X34) SCALE NTS(22X34) z 0- O I < 'O O� < n i ¢ " Z" o ¢X= 1/@fljslwrreless • ='�� a°2 of 8o - - * °-. a- � (E)80'-0"MONOPOLE;OTHER # CARRIER ANTENNAS NOT SHOWN FOR CLARITY TOWER-MOUNTED EQUIPMENT SCHEDULE ANTENNA MODELe MECH. x SECTOR 'QUANTITY (N)I(E) SERVICE TYPE TIP HEIGHT AZIMUTH DIMENSIONS WEIGHT OR EQUIPMENT SPECIFICATION DOWNTILT _,p "\ 0 L,' ALPHA 1 (N) AWS B AXP18.80.0 63.00' 5° 0° 12.5"W X 7.1"D X 50.5"L 34 LBS pMMPf. \ ��•`/ CASCADIA PM 1 (N) 850 B BXA-80080-8CF 64.00' 5° 0° 11.2"W X 5.9•D X 98.51L 31 LEIS TL�B�StG,OS ® / `® (E)VERIZON WIRELESS(850 B) 2 1% �� ANTENNAS(TYP OF 6)TO BE 1 (E) 700 UPPER BXA-70063-8CF-750MHZ 83.95' S° 0° 11.2'W X 5.010X94.7^. 24 LBS �.�6'* ,\ ®`1•/.0 \ REMOVED 3322 SOUTH llTF1�Y1lYA 98508 NE 1 (E) PCS A XP18-80.OD 83.00' S° 0° 8.7^W X 4.1'D X 89.11. 19.2 LBS P�'M .` •.1- 'I{,i� SF 85p PH:360.438.8002 1 (N) RRU 18.5'W X 7.4"D X 20.41. 58 LBS \ . `'/ / '�/CTD elCj 1 (N) SURGE PROTECTOR 10.3"W X 15.7"D X 19.2'L 27 LBS opCI OR \ .'„...00011000� %•i. ��Ty q 2 (E) DIPLEXER ig) $, 245 �� \ y V 7?p, BETA 1 (N) AWS B AXP18-80-0 83.00' 120° 0° 12.5'W X 7.1'D X 50.5^L 34 LBS v1N'*J1$( �\ 4_ F 1 (N) 850 B BXA-80080-8CF 64.00• 120° - 0° 11.zw x S.e'D X 98.5•. 31 LBS py�� Np,M�245 \ SFO S (E)VERIZON WIRELESS(PCS A) I (E) 700 UPPER BXA-70063-8CF-750MHZ 83.95' 120° Cr 1121W X 5.010 X 94.TL 24 Les p34ct.JAN" 0 / /q��0R�Tq ANTENNAS(TYP OF 3)TO REMAIN C= 1 (E) PCS A XPI8-80-OD 63.00' 120° 0° 6.7WX4.1°0X69.1Y 192 LBS l�l °11' *.-�M CSGPG1OE. h'c* I °`•� 1 1 (N) RRU 18.5"W X 7.4°D X 20.4'1 58 LBS ��G1P 9�t245 ` ro j 7?p, 1v� 2 (E) DIPLEXER ��MJ�N C p0e (E)VERIZON WIRELESS(700 15. � a 9° s�.1ri�■u-.1. -x-AMA-IC. s x �� __ _ /,(� vq UPPER)ANTENNAS(TYP OF 3) N l r i".y AA GAMMA 1 (N) AWS B AXP18-80-0 83.00' 245° 0° 12.5'W X 7.1"D X 50.5'L 34 Les I I GPM�OR 7 F �h'o ---X---TO BE RELOCATED DURING TN i�MN w\�� .'�.. ° iT ;,' 1 (N) 850 B BXA-80080-8CF 84.02' 245° 2° 112°W X 5.9"D X 96.5°L J 31 LBS �(G�a�SSG 245 SF 8Sp /� TFti /?po FINAL STAGE / Ca G`� � �;��,� 1 (E) 700 UPPER BXA•70063•BCF-750MHZ 83.95' 245° D° 112°W X 5.0"D X 94.TL 24 LBS �4\MV�� * /���yR '9 Ty 4Y (/NT "'1 �1 E V 5,357 1 (E) PCS A XP18.80.0D 63.00' 245° 0° 8.7"W X 4.110 X 69.1'. 192 LBS 1^" 'x,Yz 1 (N) RRU 18.5'W X 7.4"D X 20.41L 58 LBS /?p" S , , - 2 (E) DIPLEXER - SCALE:3116"=1'-0"(11%17) Cr S' 10' �� QRf�7��lifillbt 2 ANTENNA PLAN EXISTING SCALE:3/8"=1'-0"(22X34) === 9 > c3; ,Arir.7.Z71r/T�• .......f<T7 COAX/FIBER SCHEDULE a < < viruf-�€- v co r SECTOR QUANTITY NEW OR EXIST. TYPE DIPLEXED/ SERVICE TYPE < I&) '-1 II Z II d 2 � - '43 C - fS�TRIPLEXED ¢ W 2 II -al A.B.G t NEW 1.09 FIBERlPWR N/A AWS 8 2 Sr- H- a D= <cr= 0 04-11-13 EG/EG 9096 CD REVIEW (E)VERIZON WIRELESS w O a.<5 2 <2 (8 O O j 1 06-05 13 EG/EG CLIENT COMMENT (700 UPPER)ANTENNAS w 171I, W I `O W NNa <01-NNm (N)VERIZON WIRELESS(AWS) 2 01-13-14 EG/EG CLIENT COMMENT ALPHA 2 EXIST. 1 5/8"COAX DIPLEXED 550/PCS (TYP OF 3) Z 0)< Z aj Q ANTENNA(TYP OF 3) �B r� 2 EXIST. 1 5/8"COAX N/A 700 (E) ' (N) (E) (E) 700 (N) --��� _ BETA 2 EXIST. 1 5/8^COAX DIPLEXED 850/PCS ( )VERIZON WIRELESS - -""��^ (N)VERIZON WIRELESS RRU NO. DATE D/C DESCRIPTION AWS 850 PCS UPPER SURGE PROTECTOR it' -z; MOUNTED TO(E)ANTENNA 0 02-11-14 EG/EG BP SUBMITTAL 2 EXIST. 1 5/8"COAX N/A 700 MOUNTED TO E GAMMA 2 EXIST. 1 5/8'COAX DIPLEXED 850/PCS ( ) SUPPORT ARM(TYP OF 3) 1 02-12-14 EG/EG BP COMMENT LI LI ■ ■ • ■ ■ ■ ANTENNA SUPPORT ARM - 2 EXIST. 1 5/W COAX N/A 700 X X (1 REDO (E)80'-0"MONOPOLE;OTHER a 0- ANTENNAS) I i X01 CARRIER ANTENNAS NOT ° NOTES: D D SHOWN FOR CLARITY • SITE NAME 1 NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED I1 nZ GPM a t',\. ®•. ® PO R BARROWS TO MATCH EXISTING STRUCTURE IF REQUIRED.VERIFY PAINT .I„ G,O ® �����'�' MANUFACTURER AND FINISH WITH OWNER. RRU a--- IN�P tN'245 ®�� \�� / �F 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS UQ J Mp \ \ .1..\ �I{; 92iccT0 6�cT SITE ADDRESS ENGINEER RECEEVES INSTALLATION SHALL OF APPROVED ORUCTURANTIL m • • • • w �c +550GI'G OS \ / ° ° 4,4„ A? q 17026 SW BEAVERTN FRIENDLY R 97007E ANALYSIS OR ASSESSMENT. i Oa O �Nl 5 4 \ .� ® \ O .O I DPLX DPLX w w p,1?M �N�, ,� ..„. " (F�,o 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING ■ • NNPM'.2p5 ;k, SFCTCS6 (E)VERIZON WIRELESS(PCS A) PLANS,SUBJECT TO OWNER APPROVAL. t c�' /�f(/R FTq ANTENNAS(TYP OF 3)TO REMAIN il (N) �l P V GP"OP oft. r-`� T 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX SURGE 0 0 pG`�9EG� J /rQt'7‘,0 SHEET TITLE CABLE PLACEMENT PTCTR w w ��1.1-°5 N':2 3FCTSp ENLARGED 5. RAYCAP DC SURGE PROTECTOR RCMDC-3315-PF48 TO BE a �" le/�� � q N5 9 ANTENNA PLAN S MOUNTED NEAR ANTENNAS,SECTOR TBD } OOGPG Op �� �'� 12/4,14/4/j j/Y`1 ANTENNAOTYPROFL3 SS(8508) = P 6E t.S4 TFiyN �. TN MN z ��M�.1�, gzi��gyy5 �'rvMOU �� B ?p* LT tf q // , 1 SHEET NO. (/7y` ANTENNA CONNECTION DIAGRAM 7?p= S A3 . 0 SCALE:3/16"=1' "(11%17) 0' 5 10', -0 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/8"=1'-0"(22X34)