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MMD1997-00003 MMD97 00003 PGE April 17, 1997 U"V�^ Mike Unger, Senior Planner W & H Pacific 22) g S CITY OF TIGARD 8045 SW Nimbus Avenue 16 ( Beaverton, OR 97008 OREGON Re: Proposed Co-Location on the PGE Substation Monopole Dear Mike: This letter is in response to your request for a Minor Modification to the approved Conditional Use Permit for the PGE Substation site. The Director has approved the proposed co-location of additional antennas on the existing monopole to the PGE Substation based on the findings which you provided. The Director has approved this request subject to Conditions of Approval. PGE applied for, but did not receive, a Building Permit for the existing monopole. The required Conditions of Approval shall supersede the previous requirements that were issued to Mike Livingston of PGE for the monopole. The following revisions to the site and landscape plan shall be made prior to the issuance of Building Permits: 1. The applicant shall receive and obtain the previous un-issued Building Permit for the monopole, revised as necessary to allow for the proposed additional antennas. 2. The proposed chain link fence can be used for screening purposes provided slats are added. Due to the exposed nature of the site, a landscape screen around the fenced enclosure is suggested. 3. As required under Section 18.106.050.J (1-3) of the Community Development Code, the plan shall be revised to provide a paved driveway from the street to the proposed leasehold areas. Areas within the pad site which are to accommodate maneuvering of a service vehicle shall also be paved. Please feel free to contact me concerning this information at (503) 639-4171. Sincerely, Mark Roberts, AICP Associate Planner is\curpin1mark_r\pge2.doc c: 1997 Correspondence File, Bonnie Mulhearn (re: BUP 96-0191) 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 M PACIFIC RECEIVED PLANNING 8405 S.W.Nimbus Avenue MAR 31 1997 Beaverton,OR 97008-7120 CITY OF TIGARD March 31, 1997 Mark Roberts City of Tigard 13125 SW Hall Boulevard Tigard, OR 97223 Dear Mark: Attached please find a minor modification request for an existing conditional use. USWEST seeks to co-locate communication antennas on the existing 100 foot tall monopole at the PGE substation on Cascade Boulevard. I have also enclosed the$100 filing fee. Please contact me if you have any questions or need additional information (626-0455). Thank you for your assistance. Sincerely, P-t.S�.- Mike Unger, AICP Senior Planner cc: Steve Maynor, USWEST 1:\PROJ EC1\18150105 W P DATA W PP.L ET (503)626-0455 Fax(503)526-0775 Planning•Engineering•Surveying•Landscape Architecture•Environmental Services Minor Modification Request for the PGE Co-Location PCS Site A Proposal Submitted to the City of T gard Prepared for USWEST Communications 5950 NE 122nd Avenue Suite 221 Portland, Oregon 97230 Prepared by W&H Pacific 8405 SW Nimbus Avenue Beaverton, Oregon 97008-7120 March 31, 1997 I Table of Contents I. PROPOSAL SUMMARY INFORMATION 1 H. INTRODUCTION 2 HI. PROJECT DESCRIPTION 2 IV. RELEVANT CRITERIA 3 V. CONCLUSION 3 VI. EXHIBITS A. Site Plans&Elevations B. Tax Lot Map C. Zoning Map D. Antenna Details E. Owner Authorization USWEST Wireless PCS - PGE Co-Location Minor Modification Request L PROPOSAL SUMMARY INFORMATION File No: 1815-0105 (POR76B) Applicant: USWEST Att.: Steve Maynor Market Real Estate Manager 5950 NE 122nd Ave, Suite 221 Portland, OR. 972230 Representative: W&H Pacific, Inc. Mike Unger, AICP 8405 SW Nimbus Avenue Beaverton, OR. 97008 (503) 626-0455 Property Owner: Portland General Electric 121 SW Salmon Portland, OR 97204 (503) 464-8127 I o i Site Location: 10070 SW Cascade Blvd. Tax Lot#: T 1 S O 1 W 35 BB TL 00300 Zoning: General Commercial Site Size: 2.18 acres Proposal: The applicant,USWEST Wireless, is requesting minor modification approval to attach six antennas to an existing 100 foot tall monopole. W&H Pacific,Inc. March 25, 1997 1 lJSWESp Minor dwca less P rt. Mo tion Res` GE Co-Location INTRODUCTION nest on US WES T Communications s i zLYofJ2::s �the process of developing e se n a n ew wireless rr n n e system . CS a q nat:: ' efa evicn : oZJ):d compact �U with g Sn v ce`ma l service, wi les s fax moderns, and �gn ed, pll allow a°mmu ans ce combi g multiple services in as gle wireless te leph°ne.pCS uses new digital technology to produc higher quality tr ansfer voices and data the analog/digital sYstemsently being used b many existing wireless telephone sn�i° OnrS. � � olob3 also accommodates the tr ns eta and graAhicb ad diho n,��� Aer as at technology also and broader frequency than cOnv nation �cellular. This all sfom ore simultaneous to provide these sen'dns} wEsT�s developing PCS °rk i lland. works by region geographic areas calle d res c is served e a transmitter d redn �r obe tstati a n• As a caller moves across the landscape, the call is pas e ph 'handed,00 e one o h iata tanother. Each ba estation connected to telephone switching' s linked o the law based pse network serving Ya r hoe or o$ce Indi base station site locations, such the proposed site, are selected bas ed �Umber of related ° °PoPhY, distance fro m o er base Station s, r nity to traffic ,and other technical to topography,US engineers utilize computer modeling testing to�eterePottia'Sites Because pCS b ase stations ofry s wer fitters, which over a relatively all geographic area, there is limited flexibility in selection.proposed CS base station facility located o cad a Boulevard designed to provide e S ce t° portion i of Tigar Wa a ngton Count g the Highway 2 j �'dar. hn d e el , this fanand herne'ghbo ng fcrlj the net k allowln uninterrnpted �e f Washington n USES? is committed to providing quality pCS s service in and the for years to come.PROJEC T DESCR/PT/OAT m°no be outfitted with six ud nel antennas approximately four(4)feet long and six ches wide. Each antenna will be mounted vertically on oo f ree support arms(two antennas per arm). yP ,Pacfc, Ii 2 illaPch 25, 1997 t r USWEST Wireless PCS - PGE Co-Location Minor Modification Request In addition to the antenna array, there will be a set of three steel equipment cabinets containing the electronic equipment necessary to transmit the signal. These cabinets are 5 feet, 7 inches tall. They • will be mounted to a concrete pad measuring approximately 12 feet long by 9 feet, 6 inches wide. The entire facility will be located within a 300 square foot lease area on the 2.18 acre tax lot. This lease area will be surrounded by a six foot tall chain link fence with a locking gate (see attached site plan and elevation drawings). IV. RELEVANT CRITERIA Section 18.130.050 of the Tigard Development Code establishes standards for minor modifications of existing conditional uses. The following criteria must be met: 1. No code provisions shall be violated. The proposed minor modification will not violate any standards of the City of Tigard Development Code. The additional site impact is minimal. All relevant setback, height, and parking standards of the C-G zone are met. 2. The modification is not a major modification. The proposal is not a major modification: • No change of land use will result; • There is no increase in dwelling density; • No additional buildings or structures will be added (with the exception of equipment cabinets); • There is not a change in the type of commercial or industrial structures. • Common open space areas will not be reduced by more than 10 percent; and • All setback requirements will be met. V. CONCLUSION The proposal is consistent with the standards for a minor modification of an approved conditional use. W&H Pacific,Inc. March 25, 1997 3 USWEST Wireless PCS - PGE Co-Location Minor Modification Request VI. EXHIBITS A. Site Plans&Elevations B. Tax Lot Map C. Zoning Map D. Antenna Details E. Owner Authorization I.•1 PROJECT l 1815 0105 l WPDA TA 1 POR 76B.APP W&H Pacific,Inc. March 25, 1997 4 EXIT A Site Plans & Elevations GENERAL NOTES U S vSEST Communications PORTLAND Ha GATE PttitssNON •BY nom APR3 1.DRA.VINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S WO ISDED 1v CD REvo N SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED ■ NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2 THE CONTRACTOR SHALL SUPS E AND DIRECT THE PROJECT DESCRIBE: 0 UTD 0 0 R E 0 U I P M E NT AND M O N O P O L E 4 HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES 1 ■ AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROJECT DIRECTORY x x x f _ BL ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED ------ PROPERTY LINE OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. APPLICANT: SURVEYOR; ENCwc SITE E LOCATION: PORLAND GENERAL ELECTRIC Q 4.ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN PORTLAND, OR. 97204 STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND US WEST COMMUNICATIONS LOGIKOS SCIENCE, INC. ELECTRICAL SE VICE OWNER: PORLAND GENERAL ELECTRIC ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH All PHONE: (503) 464-7777 Q LAWS. ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY C/O USWEST BUSINESS RESOURCES, INC. 4730 NE HALSEY _ ___ TELCO SERVICE PUBLIC AUTHORITY, MUNICIPAL AND UT1I.JTY COMPANY SPECIFICATIONS,PAT1ONS. AND 188 INVERNESS DR. WEST, SUITE 420 PORTLAND, OR. 97213 CITY OF nGARo THE AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF (N) NEW JURISDICTION: THE WORK. ENGLEWOOD, CO. 80112 (503) 284-3949 S.GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF (303) 397-8610 CONTACT: MIKE LANGHORNE (E) EXISTING PROPOSED EQUIPMENT OCCUPANCY: GROUP 'If DIVISION 2; CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND UNMANNED TFI F.-COMMUNICATIONS FACILITY ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOL.'ED (BTS) BASE TRANSCEIVER STATION WITH THE PROJECT. WATER SUPPLY: NONE WASTE WATER: NONE 6.THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO CONSTRUCTION MANAGER; DETAIL REFERENCE SYMBOL BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE A-3 ZONING CLASSIFICATION: IP - INDUSTRIAL PARK BECHTEL 7.DETAILS INCLUDED HERON ARE INTENDED TO SHOW END RESULT OF DESIGN. ELEVATION REFERENCE SYMBOL MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR 5950 N.E. 122ND AVE. SUITE 122 BUILDING CODE: SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE PORTLAND, OR 97230 SCOPE OF WORK. a.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (503) 251-7292 ® ALL WORK SHALL COMPLY WITH CO STATE OF OREGON 1996 PLAN REFERENCE SYMBOL ALL STRUCTURAL SPECIALTY H THE AVENDMENTS E AND IMPROVEMENTS, EASEMENTS, PAVING, CURBING. ETC. DURING CONSTRUCTION. CONTACT: DENNIS PURDIN STANDARDS, (EFFECTIVE APRIL 1, 1996) INCLUDING THE UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT I FOLLOWING CODES IN ORDER OF PRECEDENCE PER OREGON MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. PROJE-CT SUMMARY STATE REVISED STATUES: - _ F+ T-� THE 1994: UNIFORM MECHANICAL CODE STANDARDS AND 9 CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS KEPT CLEAN ARA.rH11 LGT; AMENDMENTS; UNIFORM FIRE CODE STANDARDS AND LINO HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF AU. DIRT. DEBRIS, S a L RUBBISH LINO REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPOSED! EBSI EG INCLM'1F'S AMENDMENTS; UNIFORM PLUMBING CODE, STANDARDS AND PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM KDC ARCHITECTS.ENGINEERS, P.C. — AMENDMENTS. 11111111 PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE C/O BECHTEL USWEST INSTALLATION OF A BASE TRANSCEIVER STATION (BTS) WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARUER . MOUNTOD AT BASE OF EXIST'S TOWER. NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE. R II 10.THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PORTLAND, OREGON 97225 IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF INSTALLATION OF ANTENNA ARRAYS ON EXISTING CODE REGARDING MATERIALS. METHODS OF CONSTRUCTION. OR WORK. CONTRACTORS BIDDING THE 200 ARE NEVERTHELESS CAUTIONED THAT (206) 670-8651 MONOPOLE 0 3 SIDES OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT IC EE SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND CONTACT: KEVIN CAMP 3 ARRAYS/ 2 ANTENNAS PER ARRAY/ 6 TOTAL; AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE INSTALLATION OF A 12 HIGH G.P.S. MRENNA; BIDDER SHN1 BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE GOVERN. IYM.+-6gi.t PG. ARCHITECT/ENGINEER OF ANY CONFLICTS. ERRORS. OR OMISSIONS COAXIAL CABLE RUNS FROM BTS TO ANTENNAS; 11)=1 bed aft.A IR MOM PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF ELECTRICAL ENGINEER; A NEW TELEPHONE SERVICE RUN TO BTS. 001)�+PI 1Z D 1 71.1-018 DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNI FSS DIRECTED OTHERWISE_ INTERFACE ENGINEERING, INC. 6542 SE LAKE ROAD A NEW 100A ELECTRICAL SERVICE TO BTS; 11.CONTRACTOR MUST PERFORM WORK DURING OWNER'S PREFERRED HOURS TO PLACE APPROX. 16 OF ENGINEERED FILL AT SITE �,! AVOID DISTURBING NORMAL BUSINESS. MILWAUKIE, OREGON 97222 TO RAISE SLAB. LEGAL ON 12.ADA COMPLIANCE FACILITY IS NOT STAFFED AND NOT OCCUPIED. (503) 659-6395 815 LEASE AREA IS APPROXIMATELY 300 SQUARE FEET. SITE PARCEL NO.: R0273215 CONTACT: KENNETH W. SPENCER EXIS'G MONOPOLE HEIGHT- 100'-0' EXISTG MONOPOLE HEIGHT (INCLUDING LIGHTNING ROD) ■ 103' SITE NAME: PORTLAND GENERAL ELECTRIC ! CHRIS A WINER N1EL LATITUDE: (NAD 83)N 4526'47.52 LEGAL DESCRIPTION: LONG-MUM: W 12247'00.54 E r /APPLICANT AGENT; X4AAPAC240 AT A STONE COWIRON TO SECTIONS 24 27. X MO SS.TONNE!1 901!114. RANGE , NEST.NuANeTTE IRE/ROAN.wAWG1,0N COUNTY.CaWN,RANCE NORTH eTRS WEST 11127 FEET TO A PONT ON TIE EASTERLY 81011-OF-MY UE OF SOUOOW PAC RA/ROT{THDICE STA OI 1d4T N EAST DNG SAD RENT-CI"-NAY 2713.3 FEET:THENCE THE WALTER GROUP WRTN 7117'EAST 12.00 FEET TO TRUE POINT OF BEOMEC OF TRACT TO 1E TROCREECt 1109 1st AVE. #205 THENCE OON1M1N2 NORM 71"hr EAST 34144 FEET 10 A+OAT M RE WESTERLY UE OF A _ 70 FEET HNWO,O[DRiAT. NOYALCNG 12 ■4EN M 0000 IF PACE W ROME L II SEATTLE, WASHINGTON 98101 3 PARALLEL V coupon 0 FEET MOVE'THE R STATE U`2 ON A SPML CLAY[LOT w.cN s PARALLEL m A/O 30 FEET NcsTEnr OF THE STATE HAD/RAY LOAAE3901 Rvrt-of-11147'. 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G • - 001134 rosy ® 115 040101 of w 5-w■ls1 Na PAS IA mower a w•0413-4-r w 44.r w rr•w SHEET%.4=y- • AO - .11fw 103002• M 415 10•lgl A 7K IIO4K Y,wn40•1.1 0W. ■ . 604.0. - NM3014 TLS 100 4uwwswwam sia It Iw 14 • • f1a 1110 - 51.1n Ur 4•r•55111 0q••us# Y 1..n. C -- S- A•1w7 --. Mlor MACAW 1K UNDERLYING PROPERTY LEO&DESORPTION VICINITY MAP P ass9 0Tai5 a.TT..s- 1997 CD LEGEND SITE DATA SURVEYORS CERTIFICATION / ■ Irom-nno BIMi12/2'AI'i ■ \ 20 F .+C C \\ NO. OM, MISCH 011 PAU IS N,aAR K \ , \ No OW)ry m MD w %` '/ to 1 / �a 1 ��/ �-�\N� \ % / ' tn d/E ' e \\.5 '� OwNEJO POWER\ % t vE ` PROPERTY tae \ % -- `t� \ ------ \ \ 1 ; 1 7E�suaRmw \ \ \ wE \ \ PKY` \ \ \ 0 �T` 4� \\ til \ \ 1 7F 0 \ \ ` ` j°" 9� �, T.L. 100 .AJ°p►'w3O _i'" tel ,�" \1 \ ; r ' t % 4 _—_ . r1-. III Is ■. 1 MI� rl \ % \-z \ - • ♦ t3 •r ° + ,�--fir• • • / 1 Kilt % • \ \\ *. '� " • • X cNE\ \r war 257 MMYi-�S PL' virA•145-•\ ' 1 Tnm it T of 1 Coon ni-a17; ma ons)BI-Ma 115L RM \ r \__�_�' .d 43%f Y. \� r �qT / fl \ \ X vl \ �cc�`-0 \ O x 300 Vb. A -/- oti 0.-d• IX, \ T , \ 1 _� \ GN ` BE focont 004* D ` ' r 1 \ 0 • \ r / / .` re, ` ` \ ` 1 / x/��/+ ``� 1 % Y. r ®• \` SITE INFORMATION \ 76 r �w -/ w""� PORTLAND GENERAL ELECTRIC IMO, OR 97723 0 r ��c v� ■ ` POR-076 r� 1 1 4�i DESIGN TYPE 1 d 1 1 X `/ t 4 5po ``� OUTDOOR \ 2a•TC ci I EQUIPMENT USE REGL AND ANTENNAS 1 r t 1 SHEET TITLE I 1r 0 t \ SITE PLAN 1 \ OSfTE PLAN SCREENING AT THIS ME. SHEET NUMBER SCALE 1• 30•-0" REOURELENTS TO BE DETERUNED AT PRE-APPUUfl*tt KETNG. \ === 2. 10 PIROIC 6 IiFELTFD TK T16 169W11011 A _w Ar ITM H 1 (E)FENCE �. DATE WY O.m APMS 1 E)GAZE k FENCE x h x �� o >na �RN ml� K RELOCATED SECTION E I OF FEN r/GATE I •i 2 1/2 CIA._PPE A E')wva. tl. ('KAY £ h o II FOR DOwN-'U i �� C 827 • b m= RELOCATED secnco A OF FENCE r/GATE (E)ETS EOUP• (�GATE!FENCE P EE RELOCATED I I !x J LOWER GROWTH ANTENNA MOUNT X 1 FUTURE GROWTH ANTENNA O MOUNTING CONFGURATION x x - • ` n ��m 111 x — _ x 0 �E wrwPO E r/ --- — in 11 --! . 4t I I ANTENIKS S t a. 1 NMI I v I x— OIL G COAL( (E)AHIANTENNAS II Ott , IA SEE I O E7LPAN90fI AREA A-3 x 11 A x PROPOSED M(TELfKS Icl lc I I PROPOSED rt e� I ® I I T E s ANTENNAS III III I i III I I Milo*-NM"PL L x I 11 { x 1 txr� b Ir1 n11 ' 'III III .© Si A pROPosEn ATE rm+ELECTRICAL caArNGS TO••-� oETFStYINE CONVECTION FROM KS TO U/G ® �� m n m fl m A-3 A-. Pa poq n2-oN i i WE O ���''; *CFI ELECTRICAL unE SEE tREL+a+oETAA A-3 W U 19 U W I A-3 �' LL:(i , mom=6'-U NIOI— FUTURE G11011'IH QNN LW FENCE 6 d ,r v A-3 A-3 A-3 ,-7 23.-(f x PRONOE MO INSTALL ENGINEERED ` 4 RMSED ooNC Af�A Ell TO PROPOSED STE AREA j E SEE OIL® RASE t 16'ABODE EAST'G GRACE C A-3 O ENLARGED PLAN '$ MEIN AIM SCALE; 1/8' = 1'-0" (E) MONOPOLE 4'-0. --u. SITE INFORMATION P L�R SPECI PORTLAND GENERAL BMX 770/100 77(0/10(0 DETIO ED AT I tALLAIION 561 10070 SI GS ADE BMX ACYYL LOCATgII'O 6E RED/YELLOW RED/GREEN A.i TWO, OR 97223 ...I .. v: ;a POR-076 DESIGN TYPE rzu/RZO rn/Rrt ' I "`TEnELL°" OUTDOOR EQUIPMENT AND ANTENNAS A PROPOSED FS EQUIP. 6� SHEET TITLE 240 MOAN 170 AZWM PROP Um(FENC1 PROPOSED 6'� 114N Crum LH(FENCE ENLARGED SITE PLAN �:>- r �— AND ELEVATIONS aLuE/YELLOw - - I SHEET NUMBER O ANTENNA MOUNTING CONFIGURATION O SOUTH ELEVATION O WEST ELEVATION A- 2 NOT TO SCALE SCALE 1/8' = 1'-0" 5 SCALE_ 1/8' = 1'-C! 11 STANDARD CIVIL NOTES: STANDARD CONCRETE AND RE1D DING BAR NOTES: WATCH sIDPE MO THICKNESS Ha curl REsiscH BY o+m OF EXISTING DIRT & GRAVEL 1I i_E 1. ALL CONCRETE WORK SHALL BE W ACCORDANCE WIN THE AO 301, OR GRASS TRENCH 11REN01 FlNLSHREO GRADE AC PAWIG SLOPE AND 1NICIP•SS 1. ALL SITE WORK SHALL ITC AS WOIGTED CPI THE DRAWINGS ANO ACE 316 N40 THE SPECIFICATION CAST-IN-PLACE CONCRETE NM EXISTING OF OO5TING sl.RT7 ®'m Fa m lour VT ST1PUlATED N THE S'ECIFTGTKTN PROJECT SlA/1LARY. 2. ALL CONCRETE SHALL HAVE A MWIIAUM COMPRESSIVE STRENGTH Cr ■776' .1.4:3,••,:y"0:}ti1':!1af;3.1 1;_ FINISH GRADE 4 2 RUBBUSFL STUMPS. DEBRIS S7106.STONES AND OTHER REFUSE SHALL BE 4000 PSI AT 26 DAYS UNLESS NOTED OTHERWISE •+••'1l, /It'l�::.__ ']:1r ;C.•:'�'i ROKAAD FROM THE SITE AHD DISPOSED OF LEGALLY. I I I�I I 9�'4p4\?�V I I IE W,.~ • 3. NE SITE SHALL BE GRADED TO CAUSE SERFAGE WATER TO FLOW AWAY 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED b Z �.;/.;�.;` I-� In+DISTURBED 1 11=1 I I I 1=1 I I UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO TASTY I I---I I /�/�i�4 ,�I I FROM 7}E PCS EOUIPYEM,TOTER AREAS MRO ADJACENT BU0.OItIGS A 185 WELDED STEEL'ARE FABRIC UNLESS NOTED OTHERWSSE. SPLICES ^3 �I 't,/t///1 I i I I-I -t i 4. No FEL OR E1WANOEM MATEREL BALL BE RACED ON FROZEN GROUND. CLASS •B• AHD ALL HOOKS SHALL BE STANDARD UNO. III--I `%U/YJ¢:f I I�I I lam c 11�® 1,,III AA ' 1 FROZEN MATERO S.SIOw oR K2 Stock HOT BE PLACED IN ANY FILL OR 0/BAHKLAED4T. 4. THE FOLLOWING WIMMUM CONCRETE COVER SHALL BE PROVIDED FOR y S THE suoc ADD Sou EIE COMPACTED MD BROUpR TO A SALOOTH UNPORM REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: i ----UE , -I I ■;. +. 1, EARTIM�DRK TIaN GRADE PRIOR TO THE CRUSHED STOW APPUCAI)011. II= WARNING TAPE CONCRETE CAST AGAINST EARM._._3 IN. !v I i �Ai I- may WARNING TAPE 6. ALL EXZSTIIO ACTIVE SEWER WATEI.,GS.ELECTRIC,AND OTHER mums CONCRETE EXPOSED TO EARTH OR WEATHER - =1' I WIRER D4COUNTERED W THE WORK.SALE DE PROTECTED AT ALL TIMES. ----- (SNq OR NATIVE$OL) AND w 4ERE REOURED FOR THE PROPER EXECUTION OF NE WORK SHALL BE 6 AND LARGER.-._...2 W. " Hu SELECTED ORO/ULM PER RELOCATED DIRECTED EXCAVATING 4 NEE OR 1 PIER DR WI i SHOULD ql BE is AND SMALLER &WWF.�1 1/2' I 11'I I I � L EA.MwoRK OR SHALL PROVIDE SAFETY TTWNWG FOR THE CONCRETE AGNt sr THE ND: OR WEATHER OR NOT CAST II 11= sPEClE1C1TK)H , itORKIg CREW. TELEPHONE CONOLXT I' ELECTRICAL CONDUIT Q SLAB M O wALL._.___3/4 IN. (SEE ELECiFTC.*L) (SEE LIECTRICAL) (6)4• INC CoN0LAT5 7. AU.Ex T1NG HA[1T SEWER,WATER GAS.ELECTRIC AND OTHER L flJTES. BEAMS AND COLUYNS_1 1 2 IN. WOOS :INTERFERE WITH THE DIECUTION OF THE WORK SHALL BE RE?aQ W / Er MIN. AHO SHALL BE CAPED. PLUGGED OR OTHERWSE OISCONf1N1ED AT POINTS I Er MN WIICH WILL NOT INTERFERE WITH NE D1DUtroN OF THE WORK SBECT 5. A 1/Y RADIUS SHALL BE FRONDED AT ALL EXPOSED EDGES OF CONCRETE ) TO THE APPROVAL OF EIGI4EERIIG. UNO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. NE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WOW AND 6. HOLES TO RECEIVE MANSION/WEDGE ANCHORS SHALL BE 1/C LARGER IN NOT CAVERED BY THE BULDWO,C RNEWAY CR CRUSHED STONE STALL BE DIAMETER THAN THE ANCHOR BOLT, DOWEL OR R00 ANO SFIALL CONFORM GRADED TO A uTFORM SLOPE. FERIUZFD,SEEDED.AND COVERED WITH TO YFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE LAArn AS QED w THE SP'EtFIGTlON LM S PE',PORK. DRAWINGS. AVOID CUTTING DUSTING REBAR WHEN DRWNG HOLES IN ELEVATED FLOOR SLABS. JOINT RIED TRENCH 7. INSTALLATION OF CONCRETE EXPAHS /W' ONEDGE ANCHOR, SHALL BE PER DUCT BANK ELECT/TELEPHONE BURIED TRENCH MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. COM ANTENNA T]ETAL e DETAL e DETAL e [>ETAL O ras I r L IO'-Q• Oc MAX I E t t CQbER END DR Poi POST hit POST IGTE POST __ STRANDS CpA co STMag PPE) 4•-0.MN 1 FENCING PFR A5'IY F-567.5171G G,TE3 PER rSTM F-900) TOIAA. IlrrO 7.1sAxt*n WIRE !.I I I I 1. GATE POST. CORNER END OR��PUHI .POST 2 1/2• MOURN.(2.675 OD.) S ■ 1 I•• E POST ooGelE CA M■STD/RAPESCHEDULE 40 PIPE 5.79 Los FOOT FOR TE WDTHS UP TTU 6 FEET OR 12(FEET FOR SHNNG GATE PEIt A5711-F100.1 3i Iii yr 6;:.;;: i'•" ' "�' ..-:.-.- 2. UNE P1RA/17T F r: 2 (x2375 OD) SCHEDUE 40 PIPE.165 LBS/LW FOOT .. I I wI ,I RRACZ RAl :.I I •III a GTE 1 ,/Z• (1d75 ao)P PC Zn LEtS/UN FOOT PER ASI1L�,063 v rp.i.z...L 4. TOP BRACE RAE: 1 1/2• (1.675 00)PIPE 2n l95/UN FOOT ICI II� - I -`•�114,,,. • 'I I /- PER 108 DIACONAL go W 5. FABRIC 12 GA CORE*IRE 512E S YE91.GONFORWNG TO ASTM-A392. ARMS CF BARBED WIRE E)[TEtSON TOP of I W/TURNBUCKLE i 6. A TIE 5WOLE Lamm WRAP OF II GA EVUMROO AT TENSION ME R£BY HOG Ate*-�ylww pAt 45' TOP z-7 `I I FABRIC - I •;��5,� •:�:I I•;• III:•• RINGS SPACED MAX 24' NTIINALS Porii..L* 17m gQ� I*-_ :;. pm 31-111 RITD p¢A SI-11■ J Y L flL21D:L5� .. - s_ II:'• •••I I':Z s• 7. REASON w1R£:7 G GALVMR¢ID siFII.•I PROJECT 1' ABOVE o3�: �''/•� /-A'/A I NI /�A A� S B�FABPoCRE DOUBLE STRAND AND 1 SP�ON AWIST KE 5 WATCH ALL AROUND(T1PP)E I i, FW GRADE 9. GATE LATCH 1-3/8• 0.D.PURGER R00 W/MUSHROCY TYPE CATCH 1 OR GROUND D AND LOCK IG:YED ALICI FOR ALL STES IN A GIVEN WTA M ` i1 ` , 111 COUPLED W�WIRE PEW REDURELENT SiNL BE ` E• I� IIOtE: I �) NOTE NOTE CPI DECAL 31:I ii. FELONY-6'VERTICAL♦r BARBED DARE VERTHGL GMEJL510N. N SEE NOTE ON oETAa 345 'WOVEN WE SWING GATE SINGLE SEE CET 343 B SEEP TYPICAL WOVEN WIRE FENCING NOTES / DETAIL L 341°M WOVEN WiRE CORNER & ANCHOR POSTS nnc..L sari N WOVEN WiRE FENCE CETAL O DETAL O DETAL © CETAL O NTs NTS 516 11•11111111 AIM , 1D-7n6' MONOPOLE ' 2--3 9/16' I I 1'-11 L4• 1 - r-e -e r-I I} L2'0 ANDAZR BOLT 1 R TIIORttI (TYR 12 PLACES) DAWN-TLt BRA47¢T O,� M Nt ~•it I _ _I I - I PORTLAND'INFORMATION _ AIID.A PORTLAND GENERAL ELECTRIC 6w I[LIL 7Ol 10 IlAld COW � _AMER a1O°IF MOM 2 2 S/16' y� I I 10070 S7. CA9GDE YO. IT �'=' 'fir. IN =n=u N + 10./F711.1113 i ,� - - AIL® I Y b �I�� D PER «E 1>rwo. aR 97223•- l\1. 11�1i=11w;y.•<:••n=11=11=4 I o 1 Q 1 3/16• ve• r I _ / HA'I'F'�`�"r:ER POR-076 1\, r r Q a k i l�_I� I A, DESIGN TYPE _ } - r OUTDOOR trA cart WORM=WA OR COON= EQUIPMENT nMvR I i �� � g III 7/6•/AVER C01fT msVCRm sz to w m WORM I I - r 3 •SOT M STpRRra w 1t ra mRSrY_Asn DISaT Mmm o 2 7/8'I I 7/8' I ALL MOUND RY►) I I I '\\i ANTENNAS ( 2'-r b- I'-14 i•-ItT' r� 7-7-_1 _, . '/f/ AND I 1.911:k r1'd 1 3,6 I J�II UTTER M IN A BRACKET `BEEF TITLE 7. a c•NoUAL ar7a�°MAL M N No' MI F---_ 12-0' -I 11'I . DDA7t ACCESS HOLE n.-:100 PULPY M HG 1 SIM 1 DETAILS i FWD 10 s1n Ow.MOM ANCHOR BOLT PATTERN ® 6 1/t 10 FOR MINICELL REFER TO EQUIP.ANCHOR BOLT PATTERN DTL PCS EQUIPMENT (2CABINETS) SHEET NUMBER EQUIPMENT PAD/SLAB ON GRADE MINICELL EQUIPMENT/PAQ LAYOUT - j° � ANTENNA MOUNTING CONFIGURATION A_..3 T]ETAL e CETAL O DETAL NTS NS CETAL NTS e -. .r:MAMP•fr71M-t /MTFr. !/3/7r tA7/M EXHIBIT B Tax Lot Map 1 Z SEE MAP + ;-- �M,':'_ t, NI° is I 26C N W I/4 N VY t/4' t:C'i'l• ;;�i;:. 0) ` WASHINGTON COUNTY 1 „ *,•ti 1 \ SCALE 'I".ti r 100 ` SEE MAP LJOA IL IS I 26C So s I V S I r �n V' r ‘ I‘ i :':...:;....".".....•:::.::::;..:::.:::::1:::::;0:•::::.::!:;.:*".......::::::•:::;:,"•.:;il:::::::::::::.:::.:::::::•:.:::::..."..!.........:::::::::::::::::::::;.::::::::::::.•;:•:::•:;:•1•:1;;;•:::::::::::::::::::::;;;;I:::"...:::::::::•1:::::::;.;;;;;;:.:::::::;:;::::;;;;;...::::::::::::::::;:::::::•••••:* /k r G 9 \ to r C� \ •••�n • r O ■ • 2 I ::'::Y:4147).ei:4111i'.Yri' �i t sal _f s�r as'. as•,'••� • t1 1 /••t /� M•••a7•[ Io. AM I I IA C ROM r C. _- x.5.500 r' - ��'�' . ,_ cyiL 7.76 AC. rL �M •••.,•I SS? o S• ,,,.< '�-' GOVT LOT I M ••∎s1 c — Sats IA. • \ 21.92 Ac. '3 \ ti >o i I \!• 238I ! . < \ CA i \L - n • .F, \ r.r� •y 171 I• I•. EXHIBIT C Zoning Map • �N�P� / WASH 4 G T O N 11131111111 0 ?.IIIIIIII r R E —� MALL J . BUMS II 1 V In/ � P . CRESCENTGROV .FIO At '.�11 \ r CEMETERY, uric?*4 . , -- - -• •. B4p; r9 KOLL ws '� BUSINE'S ,NI a'g- .- - CENTER '- - . 14.14 lir av gad 4,d It:,tte.> . iralum...m w.0 . ..,...,f, ili ..... . . .. . ./, ��, o r 1 B-1 c mantsr-„,41, mos mar,'FitriaP,,„4,,,: -_-- 1 40 eirs,,--,•4•?#,_.. ,. '., ‘, - t\i. 1 ro BRADY • . A►►��'� ����cO.�0o v�rppt1� �i !a∎ l� III .1■4:-tallN tVtirMINE'll• IS= �•�>rL1�St �� 1iIG� B-1S, ..,., . . /hem idli /N.fillII11(�41/ru�as a mtl I ns'. :.•..-•E!IP.Nriir i JI -- ►.■rte �qJ111!I=!1 = 2 `, :816 l Er! . It = imme to 1?! i tl1�AYOTA ill w rill! . IL In= 4 ,!1!!!.Q IiI1iI'j!( iiIiL;! �t IjI [iIn M Fr NN ... : < libita-■ 0.04 ■fir'OHIO Mel ON ._ �:,��" ■■ .'' Pr EXHIBIT D Antenna Details 8wecom SP 9014-Din Features: ' , i~� �- „________pt t f r,_� y', 1l:?,T'■•. V ❑ Small Size vb.) 4^' r t. ;.,:� . ',. '''i. 1 ❑ Aesthetically Pleasing .. M' r .'sr t .;,, w Suitable For TDMA/CDMA '`y _ .. ` 1 ❑ High Return Loss -' .. � ., , I ❑ Low Intermodulation ^`��`. = V-4-4,2",t ' Y" `.'' 1 t - . I ;1 . . )- ' °4 '_'"' ..:r.: rte. 33.46 in ❑ Good FTBr x " i i� - 850 mm ❑ -14:;:'-'z Z:, 2.76 in• Broadbanded - ;"• 70mm t ti a r �- c' 1 ❑ Side-lobe Suppression x l - -• 1, i The distance between the center 7T u- ='' - ":‘1,7,:e of the bolts(on the back of the antenna) 1 - ,., 5 are shown in the drawing above. ❑ Sturdy Design r.M+tt, v a Bolt diameter is: 3/8-16• ❑ Down-Tilt Brackets Incl. '.'-"a ' ary ... .,. _ : . ' [comes with lock nut]. I I \ I _ , --..t.. ....;.:::• _ i I Frequency Range: 1850-1990 MHz Overall Height: 42 in [1067 mm] I Impedance: 50 ohm Width: 4.5 in [114 mm] Connector Type: 7/16 Din Depth: 4.25 in [108 mm] Q Return Loss: 20 dB Weight Including Tilt-Brackets: 16 lbs [73 Kg] Polarization: Vertical Rated Wind Velocity: 113 mph [180 Km/h] I Gain: 14 dBd Wind Area(CxA/Front): 1.33 sq.ft. [0.12 sq.m] Front To Back Ratio: >25 dB Lateral Thrust At Rated Wind 1 Side-Lobe Suppression: 18 dB Worst Casc: 68 lbs [304 NI Intermodulation (2x25W): IM3 > 146 dB ! IM5> 153 dB IM7/9>163dB 9 Power Rating: 200 V1' H-Plane(-3 dB point): 84-88 ° Radiating Elements: Aluminum 3 V-Plane(-3 dB point): 7-9° Extrusion: Aluminum Lightning Protection: DC Grounded Radome: Grey PVC I Tilt-Bracket: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel 1 The SP 9014-Dior is made in U.S.A. I I SweGOi11 • SP 9014-Din _ ,, a � r _ - -1? ,,,k':• ,r.2.4 ` y •Vt 13 . . ._ J. .. Features: _ ,t�• � A� ❑ Small Size •••N v + F „- ' r 4 y <w �V" ` ' 1 ❑ Aesthetically Pleasing Y A _ }. t I ❑ Suitable For TDMA/CDMA r ,i" w „ • , . , ' 4 ,!c', t7 n f+..,1 f; ❑ �,'� z v N • Y ..,.._w. : , . ... •• ... n High Return Loss yWl c 1 Y i4.:r 4'+,•- :•'-''t'i•� ` X44! 4'1 `...�} • •-_ ❑ Low Intermodulation .' ♦ 6"Y AY .T` J .-1.,‘ 1,'Y. y Jam. w a 1;' k ERs : ' `t.. ,. ;fi 33.46 in ❑ Good FTB �' �M',t, ,� r ' t r ai 850 mm ....rd *1.4'. , ti s' . 13,••.;&o.:“,'y.4, ,"`.,' k 2.76 in 0 ❑ Broadbanded � 4 . .. 70 mm I 0 Side-lobe Suppression - ' . i ` 'ter:' :..4. 1,.•,:;?,,r ; r The distance between the center r� V ..:z.I of the bolts(on the back of the antenna) ❑ Sturdy Design .' :'y.',�, -+; are shown in the drawing above. 1W,,,s.-41:'44- ,4 , r '�'' Bolt diameter is: 3/8-16 ❑ Down-Tilt Brackets Incl. ' ` \' , i•:,_' ` '''`=: ,-,r,. [comes with lock nut]. I I I Frequency Range: 1850-1990 MHz Overall Height: 42 in 1067 mml I Impedance: 50 ohm Width: 4.5 in 114 mml Connector Type: 7/16 Din Depth: 4.25 in 108 mm] I Return Loss: 20 dB Weight Including Tilt-Brackets: 16 lbs 7.3 Kg] Polarization: Vertical Rated Wind Velocity: 113 mph 180 Km/h] a Gain: 14 dBd Wind Area(CxA/Front): 1.33 sq.ft. 0.12 sq.m] Front To Back Ratio: >25 dB Lateral Thrust At Rated Wind I Side-Lobe Suppression: 18 dB Worst Casc: 68 lbs 304 N] Intermodulation (2x25W): IM3> 146 dB I IM5> 153 dB IM7/9>163 dB ∎ .:;;.''., B Power Rating: 200 W H-Plane (-3 dB point): 84-88 ° Radiating Elements: Aluminum a V-Plane(-3 dB point): 7-9° Extrusion: Aluminum Lightning Protection: DC Grounded Radomc: Grey PVC I Tilt-Bracket: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel I The SP 9014-Din is made in U.S.A. I I • • Swedcom SP 9014—Din •, '`trt�? kae. f j ::; �_ Features: _ - � i :. i,� . aT 1, 3 . ❑ ti.i,. .....•_.•.�, 1,,;..?..4',..r., i.e -_ ~-'i. 4�)),lam' I; ,�; 1 Small Size ;is'"••.'� ,;k t.��. '";• —7--" •• '_.. - Y.� K - ''‘l • ''"*" n•:,' 't rt.;:..t -r 1 ❑ Aesthetically Pleasing ' �..44,ft1n t: ..4. I f,..i I ❑ Suitable For TDMA/CDMA ,4 - -, fu' ,, ,'. ,..1"-L.' �-,,,,-Atp,, -,„1.,-! 4 - r 0 High Return Loss . � ' _ ` y ,x L° """" � � it ��� pk{� • _ ' I Y �r i ^ ; i sS❑ Low Intermodulation ;t `•-•: ❑ 4!..04.%:'/A., r . - pr\ •�"1 • 33.46 in Good FTB ':.-.. ', Est �.. :• ..'s .rs,. a°K,.,�:;�'iii � � F;� � 850 mm } L „ri7,. a N-4',„r 4 i i y;4"� 2.76 in ❑ Broadbanded uit " • t ' {. r � 1 .ii, " `'�4) 70 mm t 1-- *x ' `�@:*F w. ,e V 'r . . I ❑ Side-lobe Suppression 4 r "y y do ,�# , The distance between the center QC, ." V '' of the bolts(on the back of the antenna) I ❑ ,�'+ ..•, are shown in the drawing above. Sturdy Design ,xFaTt: z Y� ,.t- ,1 �, II C / 9 T{; S.4,,,-...*i. • -`4 �- r:; f tiff 1 Bolt diameter is 3/8-16 ❑ Down-Tilt Brackets Incl. , ,< 5. • ' .; ' [comes with lock nut]. 1 1 1 Frequency Range: 1850-1990 MHz Overall Height: 42 in 1067 mm] II Impedance: 50 ohm Width: 4.5 in 114 mm] Connector Type: 7/16 Din Depth: 4.25 in 108 mm) II Return Loss: 20 dB Weight Including Tilt-Brackets: 16 lbs 7.3 Kg] Polarization: Vertical Rated Wind Velocity: 113 mph 180 Km/h] 2 Gain: 14 dBd Wind Area(CxA/Front): 1.33 sq.ft. 0.12 sq.mJ Front To Back Ratio: >25 dB Lateral Thrust At Rated Wind 1 Side-Lobe Suppression: 18 dB Worst Case: 68 lbs 304 NJ Intermodulation (2x25W): IM3 > 146 dB Q IMS > 153 dB lr17/9>163dB II Power Rating: 200 W H-Plane(-3 dB point): 84-88 ° Radiating Elements: Aluminum 1 V-Plane(-3 dB point): 7-9° Extrusion: Aluminum Lightning Protection: DC Grounded Radome: Grey PVC II Tilt-Bracket: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel 1 The SP 9014-Din is made in U.S.A. 2 1 weocom SP 9014-Din " " .s.-44ca.,•rp Ir• �- Features: :?. . .41 4 ,r-r.t. ❑ Small Size . , yam r• . r; ,--W 4 %)�' r s : ; i ;23 �i Q�S &:...t , } 4t.,'; C+ • Aesthetically Pleasing { ` br =.i < / '. +r lit-10 � a � !!' .3a� .;v'-. 1 S•4.1 Xat:, ..'n_ 7.1 ob ...,,.,.,o' ,..t_. ... _L_ _ ...• ❑ High Return Loss q ; - — � u. . �M1 Y { 'xi t ', r, Low Intermodulation I. l f � 7y7,. .. r I t L p ti .,•, , _ `'r, . • { r s. '2" , r . 3 33.46 in ❑ GoodFTB , ' ` ° �f f .� .'1r- !' ., 850mm ".To :r' '1 .:7 t, ?1,:, C -6 fi t.• 2.76 in I ❑ Broadbanded ±h.,2-.....,2,rr ._ .te-f,r, �:.r �,,, �� 70 mm }ti J .N.-�• .r-•'.. ti '..,4,.... `;'..'•. , I ❑ Side-lobe Suppression s ,. e.A , ;Iii„,s;.' The distance between the center •t;.t ,y�ror^".. ?• of the bolts(on the back of the antenna) 1 ' ;r` "�'`, } Er are shown in the drawing above. ❑ Sturdy Design f- t. , �: r# `, 'e' ,,4r;';$ Bolt diameter is 3/8-16 ❑ Down-Tilt Brackets Incl. ':' - ' :�'”:.'•.'' `• /, [comes with lock nut]. 1 Q a ■ Frequency Range: 1850-1990 MHz Overall Height: 42 in [1067 mml Q Impedance: 50 ohm Width: 4.5 in [114 mml Connector Type: 7/16 Din Depth: 4.25 in [108 mml Q Return Loss: 20 dB Weight Including Tilt-Brackets: 16 lbs [7.3 Kgl Polarization: Vertical Rated Wind Velocity: 113 mph [180 Km/h] g Gain: 14 dBd Wind Area(CxA/Front): . 1.33 sq.ft. [0.12 sq.m] Front To Back Ratio: >25 dB Lateral Thrust At Rated Wind O Side-Lobe Suppression: 18 dB Worst Case: 68 lbs [304 NI Intermodulation (2x25W): IM3> 146 dB I I1\15> 153 dB 1M7/9>163 dB II Power Rating: 200 W H-Plane(-3 dB point): 84-88 ° Radiating Elements: Aluminum Q V-Plane(-3 dB point): 7-9° Extrusion: Aluminum Lightning Protection: DC Grounded Radome: Grey PVC I Tilt-Bracket: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel I The SP 9014-Diir is made in U.S.A. I I oiN fiC011 9014-Din . atures 5,- 7 r.,-. ",, h . t _ _.- R ..,: . k. Size F t ,--ito •a r t 4 t- V; �.. ,;\ . .. J ' tically Pleasing �tY`�,w;▪ ,4 `.. j1 • �. .o{ ' ' "M° • , Y 7, :...1 4 4":,• t ' ►° ' _ t � LS.le For .•d. � • x. _ is . {� H . A a r. . ,. . . "eturn Loss fa. ter modulation '�, , mo tion tl :;° . z u z ,, r, , F>..•� • .ft,. .sue r �.. r f I B >.i t y*t�' • xy� 33.46 in ended : ' ssr 850 ,f, ..7.- s mm i3 ' ! ' 2.76 in 70 mm 'Suppression '� ,r z r „..,,,;,:•,..-_-,,, � ?�.Ri� �..`::.> �,;. The distance between the center esign �s- a lb I J of the bolts(on the back of the antenna) i,y 7 �-,. are shown n in the drawing above. f t Brackets Incl. ; t '' a : �+ 4.? • Swericom ' 9014-Din TiA w'"' L" 1 •t +t ^7 .. tall Size 7 - w �i� „k .-' � � VIi�,VI fit l�- r�r+ i.��,. .thetically A 4 � Pleasing 14- t table TDMA/CDMA �0 �; ∎. r :.-• For MA/CDMA H ''- �� „; ,` r °-4:t � `r.+r!,iv:. , Ili!Return Loss � s 'r . A 1 (, iY T t 4• w Intermodulation .#.-t•4�`+t-i9 7 {`: . . ' • >i t 1E;�C x� r �N, i• a'Z$ WSJ.-.• 7 ;,:411.2.4-.4 3 a3 '�` ,L �i . t e a 33.46 in 850 mm l �_�elX ( r tdbanded ��i k , � ; I- 2.76 .1k•447-":''' in lobe Suppression r ' ;'.. t :r_ ..-• 70 mm ry 4 1< `, f t., The distance between the center !y Design k s, .-:- of the bolts (on the back of the antenna) „II,:+ -.0 : are shown in the drawing a�., " ;[• g above. y,3:i+ r•, ''fY': i-Tilt Brackets Incl. x� +, , ; '"x`; � ' Bolt diameter is: 3/8-16 [comes with lock nut]. anger 1850-1990 MHz Overall Height: 42 in 50 ohm Width: [1067 mm] pe' 7/16 Din 4.5 in [114 mm] 20 dB Depth: 4.25 in Weight Including Tilt-Brackets: 16 lbs 17.3 g! Vertical Rated Wind Velocity: 113 m h 118 Km 14 dBd Wind Area(CxA/Front : p (180 Km/h] Ratio: >25 dB ) 1-33 sq.ft. 10.12 sq-mj vression: 18 dB Lateral Thrust At Rated Wind )n (2x25W): IM3> 146 dB Worst Casc: 68 lbs [304 N] 1M5> 153 dB TIMM IM7/9>163dB 200 W point): 84-88 ° point): Radiating Elements: Aluminum 7-9° Extrusion: 2ction: DC Grounded Aluminum Radomc: Grey PVC Tilt-Bracket: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel The SP 9014-Dior is wade in U.S.A. EXHIBIT E Owner Authorization ' 03-27-97 15 15 ID= P • 02 Mar 27 15: 9 P.01/01 -27-97 11 53 i' tl �, A. A ). 1.1( K Gut) 111, I 1 Moat 27, 1997 1 1 1 e12 sw w,,,,him wri Suiiv:1350 I t tioRlLtn S,pK 97105 VW).) 525-7 6:t ' 1:11x 15(.13) 525-7 et 1 Mr! Jonathan Chauvin'BLitt,Director, Sales Ptr st Point Communications, Inc. 1, 219 SW Morrison Street,Suite 300 Po and, OR 91244 i r Dear Jonnthnn: I As part of the zoning process in Washington County, U S WEST �pc tins Wireless ("U S WEST") requires your approval to proceed with permit submittal. By signing this letter, you are authorizing U S WEST and its agents to apply for and obtain all necessary building, construction. and other governmental permits and ligenses required for construction and use of the facility as a PCS antenna site, at U S WEST's s expense. jf l you have any questions regarding this project» please do not hesitate to call me at tlt above number. Thank you for your consideration. • Sincerely, I 'DM WALTER GROUP,D4C- r 1 Jpshua D,Lone '°'Q'RFrp' Jonathan Chauvin'Blitt Project Manages,Portland BTA Director,Saks Ic: Steve Maynor inorvtfflPT P15111/ p . At