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13680 SW PACIFIC HIGHWAY-1 7 �r s • ��r, I i . i FIECEIVED ;print PCS f 1 4683 C HABOT DRIVE, SUITE 100 ti mo; PLEASANTON, ;'A 94588 CITY Or TWARD i R} BUILDING DIVISION PROJECT T INF R ATi N: <' HWY 9 GAARDE S I I / P063X0002A 13680 SW PACIFIC HIGHWA'1 (99W) S I TIGARD, OR 97223 WASHINGTON COUNTY — I CURRENT IT Ir A -- - _.. i 04// 21 // 2004 i' I FOR, NNAS CONSTRUCTION 2" A R AT - -- RIPTI r�. DP063rX � �, COO 0 • HWY � STREET 13680 SW PACIFIC HIG' HWAY (99W) TIGARD, —-WASHINGTON COUNTY I I — --- -- -- -- ---- -- - - AP PR - -- — PAR Y• I POWER CONTACT TELEPHONE CONTACT ii,t Pku,JtCT �r�,,,!; OF THE INSTALLAiIUN AfiU OF LiiAi:', f� Jr ;HEFT DESCRIPTION REV ' . �-- -- - • � JI I G CODE: OREGON BUILDING CODE 1997 ANTENNAS AND ASSOCIATED EOUIPMENT CABINETS FOR SPRINT — — F'UkiLAND �ENERAI ELEC.T4'IC VEkIlUN SPECTRUM'S PERSONAL COMMUNICATION SERVICES (PCS) WIRELESS T1 -x'00-542-P818 1 -800-483-` !u4 7 TITLE SHEET • - .•T � � TELECOMMUNICATIONS NETWORK. A TOTAL OF (3) SECTORS Wj (1) ALL WORK. IS TI J COMPLY WITH THE 1_!REGON STATE ATE -- - ANTENNAS PER SECTOR, (3) ANTENNAS TOTAL MOUNTED TO AN EXISTING BUILDING CODE, AMc_NDMENTS AND STANDARDS p T2 GENERAL NOTES, ANTENNA AND CABLE SCHEDULE ! INCLUDING THE FOLLOWING CODES: POWER & TELCO CONTACTS 100 -U' MONOPOLE PROPOSED SPRINT PCS EQUIPMENT CABINETS WILL _ BE LOCATED IN LEASE AREA AT BASE OF EXISTING MONOPOLE AND ARE ■ ENCLOSED BY A PROPOSED 6'-0" HIGH C.L. SECURITY FENCE. LS1 T1_)POGRAf l _ Architects - Engtr �c rs, F' ' I 4630 200TH STREET SW, SURE � THE 1997: UNIFORM BLOC. CODE STANDARD' AND AMENDMENTS: -_------ _ _---_-__ _ -�__ -- _ � — -- � Al ! E PLAN � � � ' 4630 200: WA 98035 UNIFORM MECHANICAL CODE STANDARDS AND AMENDMENTS; UNIFORti1 , A �. PROJECT DESCRIPTION r - ------- --- - PHONE: (425) 1;10-865, FIRE CODE STANDARD'•_= AND AMENDMENTS: AND UNIFORM PLUMBING �' r �, �t,,f� AL ENLARGED SITE PLAN, EOUIPMENT PLAN AND ANTENNA, LAYOUT I KDC FAX: (415) 712-0846 CODE `_,TANDARDS AND AMENDMENTS "� A3 ,ITE. ELEVATIONS AND • `.PECTIVE CONSULT, S* ForowF APPLICANT/LESSEE WHERE HERE IS A CONFLICT BETWEEN CODES, AN EARL!ER NAMED A4 EOUIPME'NT F!,fVATIr)' -_ � � � SPRINT PCS - --- ----- --•- ftiObE TAKES PRECEDENCE OF A LATER NAMED COPE. Jr 4683 CHABOT DRIVE. SUITE 100 A5 DETAILS C"ov 04 Ct • ay PLEASANTO, CA 94588 A ,,� IMPLEMENT (ION NGINEER LORI HUCHTON -- —IN ANI' SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF � °; swv,a � � � #� FHC;NE --4h -7325 � AG F177,AILS � ANY CODE RFGUARDING MATERIALS. METHODS OF CONSTRUCTION, rf' '� SITE ACQUISITION / LAND USE r 7 TAI _ OR OTHER REcOU1REMENTS, THE MOST RESTRICTIVE SHALL ,� � � � � cw onw, � A DETAILS GOVERN, WHERE THERE IS CONFLICT BETWEEN A GENERAL ! ,� SIARBRi ST 22 lip I E COMM'JNICAll�NS `- n � +1 - tit 33..3 EAST CAMELBACK RIAD. SUiTE � AS 1.ErSTUNE WALL DETAILS arJG N01ES REQUIREMENT AND A SPECIFIC IPEOUIREMENT, THE SPECIFIC sw E�p•.00A .t PHoENfx, AZ 85018 j— — RE�DUtREMCNT SHALL GOVERN. - LAND—USE KEVIN MARTIN DRAWN Y'--- --CHK • APV. - t PHONE 503- 358-4424 L1 LANDSCAPE PLAN AND NOTES —_ i I t�� ` s'W McDiniO° 1 PROPERTY INFORMATION Cc imc EJC I E1 POW/TEL CABLE POUTING, ELECTRICAL ONE-SINE, arJD PANEL SCHEDULE d , • SITE TYPE: CO-LOCATION -- ~ 4 E2 GROUNDING LAYOUT, SCHEMATIC, NUTF _, ANC( DE'AILS R -- rJWNrR: TIGARD LODGE NO X07 -, Fill SPECIAL INSPECTION AND TESTING (,AS REQS RIR( ED) 9t � "�"• �. P O. BOX 230184 PEOUIRED SPECIAL Ilk F'ECTIONS SHALL BE PERFORMED BY AN ,� � 4 S � ,w r,.; �,t PORTLAND, OR 972b1 E3 STUB-UP LAYOUT, AND DETAIL INDEPENDENT SPECIAL INSPECTOR PETE ';ECTION 1701 OF THE w �'. � � � � c.,t.rbvn �,I � �+ � CONTACT: RICH MARTIN --- - ! - t_tNIFORM BUILDING CODE (UBC) FOR THE FOLLOWING: a,K t�ttno+tw � � 4 f, 1 � 503••625-4094 tr Sw' t,1,�uja 4 .t , " z BONING: CG (GENERAL COA'MfRCIAI) � A. CONCRETE. DURING THE TAKING OF CONCRETE TEST SPECIMENS '► � � 3 I � _ - - - JER,COLOHADO r, y ZONING JURISDICTION: CITY OF TIGARD CONCRETE, AND PLACING STRUCTURAL REINFORCING AND t' � ; n ISSUED F()R' J' STRUCTURAL \'FRF'r' REINFORCING SiZE, • PLACEMENT AND GRADE. - - � AREA OF CONSTRUCTION: 450 SF S H E ET I N�J EXCONSTRUCTION ,9 VICINITY MAP 9 BOLTS, IND A.'•`:::(QRS IN CONCRETE HOLD-DOWN ANCHOR 801_1 a, �q;+ TAX ACCOUNT: N/A i !NSPECT SIZE, LENGTH, TYPE (EXPANSION, EPDXY) AND SPACING — HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR SHEET TITLE: —� I C WLL.DING VISUAL, INSPECTiC1N OF ALL STRUCTURAL FJIELD WELDING HUMAN HABITATION. HANDICAPPED �� SPECIAL c I 1 r "1F IC ( AR Y %1 t:I p -- - —._ r. , AC(-Fc- NOT REUUIRFD ARCHITECT' ku- � THE INPEC.;TOR SHALL PI-irJIDF A COPY OF THEIR PEPORT 10 THE BULLING C i' .IAL. OWNER, C E - FN.. NEE PROJECT SUMMARY ' { FROM PORTLAND INTERNATIONAL AIRPORT i , �: ARCHITECTS ENGINEERS P.C.P.0 •�• I kND CONTRACTOR. .ondboneNyA TIT __E S H E E T 4630 200TH STREET SW, SUITE �k ,, I For"the ( . Merqe onto 1-205 [East Portland Fwy] (South) LYNNWOOD, WA 98036 h 00 '' R�f�1AlY NO... U Tum off onto RampMerge entry 1-84 [US-30] (West} '_ONTACT: ERIC CAMP SseLt4Sw�n I r (-'HONE: 425-670-8651 rA� 425-'12-0846 .urn off onto F,ampMrrge onto f- r (South) .—� At I-5 E-it 294, turn off onto RampMerge onto SR--99 iSW Barbur Blvd] (West) C' h' A �b� 'T' I DO NOT SCALE DRAWINGS ELECTRICAL ENGINEER: ` 1 t Arrive 13680 SW Pacific Hwy. Portland, CSR 9'722' — — T+ c, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND XDC ARCHITECTS ENOINEF:P' SH ET ' 14UMBf -- -- - i CONDITIONS ON THE JOB SITE ANL? SHALL IMMEDIATELY NOTIFr THE 4630 200TH STREET SW, SUITES ARCHITECT IN WRITING OF .AN'r Ell y ,"[,"ANCIES BEFORE 'PROCEEDING WIT1' ! YNNW00D, WA 98036 JI N THE WORK OR BE RESPONS.iULE FOR SAME 'ONTACT: f RIC CAMP PHONF .1:'5-670-8651 i F i SEE SHEET A-- t FOR ApDITk`1NAl. CONSTRUCTION NOTES. I CODE RL,OCK DRIVING (DIRECTIONS GENERAL CONTRACTOR NOTES PROJECT TEAM T1 ~ 1 `411"'� '1 13111"200441411606 w�,_._� �_.M. _, _...... _ �_• .. . �, .... _... .. .. __ .. __•�.. -.. Ww�YrbgwMttki6lN .tJ1)11!1.Itlt� ii1�tIIJIJII ' !Jftl►t 111. i1!, +Ir!I!!!t1il:!f!I,! ilt+ll!111;!tll!tll II! I!!II11IUllIfIIII11Iil!! II1!11111 II!11777 I!}I Till 1 "t1 JIU IIJ! I H IIU III! 1111!( I ll!t liil IIN Illitlill INI il'J!tt� H1 141 fill !f ► t J LEGNBtt.t1'Y S7LRIF' I J f I I I � ! i i� � �1 t ttt _ d rt f 10 11 12 13 14 17 !8 to J 0 2f 22 23 24 2s 2e 27 28 29 3I(` E� .r t RnNt lylt)tt 25X II JJ j ,i �.en.{ : ............... '.. i'.+��PMk, +unN"r,+3tp n.r{r .ayR;&•.)�i rW +{'vr .,qt,•{v: W�,y.;+i4�Or'Yd �` !•� {� `i'a`'P4'M'' + , l F X Y G'R '10_ - 3 7. s klfyT i�45 SITE NAME HWrig i ..._ AA =1 SITE ►�anAE H1N1 9y ,AAP�E :rJECT MATERIAL; LiST it R'_ SprLl- 1j, .... -A. YNSTRi YON NOT S oz TmL FACILITY rS AN LNOCCUPIED DIGIiAL IELfC1AAMuN1(ATiON FACIUYr i� DET4LS ARE INTENDED TO ;H.n ,ri DESIGN N' ' IA.)riSKATW Sprint PCS WY BE REOl11RED 10 SUiT ,qb .'+u i., -'h_ GR C011(,UTiONS H2 PUNS ARL NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC MODIFICATIONS SHALL BE /ICLLaD AS PART IIF THE WORK OUTLINE ONLY. UNLESS NOTED OTHERWISE THE *oRK SHALL INCLUDE 4683 CHABOT DRIVE, SUITE 100 FURNISHING WTERWS, EOUiPMENt, APPUR1ENAhY'ES MID UGOR NECESSARY 13 THECOiIITW.TOR SHALL IAAL NECESSARY PWMSIONS TO PROTECT Ex1,STtNG PLEASANTON, CA 94588 EA >F• TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS IMPROVEMENTS, PAYING, CI.W), VEGETATION. GALVANIZED SURiACE.S, ETCLA '>F` AND UPON CCIMFLETION OF WORK REPAIR ANY DAMAGE TWAT OCCURRED DURING3PRIOR TU THE SU°I11c,SI'JN BIDS. THE CONTRACTOR; SHALT V1SI1 �F 6 FAL TION OF SPRINTFLIR EA CONSTRUCTtDN TO THE SA.it.�fASITE AND BE RES'ONSLBLE FOR ALL CONTRACT DOCUMENTS, FiELD PR F T I F R AT _ t:EA AND DI WNSKMIS. ANO CONEEDI NG THA! THE WORK AIA` BE AN: 'w QLDt4 KEEP GENERAL AREA CLEAN. HAZARD FREE. AND DISPOSE OF ALL DIRT. DEEIRIS. HWY 99 GAARL/E ST A; SHOWN PR+OR TO PROCEEORfG gILTH CONSTRLICTICN Ah - - --'y::IESA. r , _ RUBBISH ANG REi I)VE EOUIPMENi NOT SPECIFIED AS KU Nr9NG ON THE PRGWERTr /EA ARE TO BE BRCMJGH TG THE ARENTiON OF THE IMPLEMENTa .I, .ctR LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR AND ARCHITECT/EW,INEER PRIOR TO PROCEEDING WITH THE woRv p063X�,U02A SMUDGES OF ANY NATURE4 THE CONTRACTOR SHALL RECEIVE, Ir WRITING, AuTHC�tIN ON TO F'kOCEED ' 3680 SW PACIFIC HIGHWAY 199WBEFORE STARTING WOP.r ON ANI ITEM NOT CLEARLY DEFIf�D OR IDENTIFIED 15 REPKSENTAT06 OF TRUE NORTH, WINER TWW THOSE FOUND ON THE PLOT Br THE CONTRACT DOr UMCNTSOF SURVEY DRAWING (SHEET LS1), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH TIGARD, OR 97223 THE BEARING OF TRLIF NORTH AT THE SITE. THE CONTRACTOR S► kl RELY SOLELYWASHINGTON COUNTY NA ` CONTRACTOR SHALL CONTACT USA BUCK PROCEEDING WITH ANY EXCAVATION, � THE PLOT OF SURVEY DRAINING ANS ANY SURVEYOR'S MARKINGS AT THE $ITE FijR SITE WORK OR CONSTRLICTION. THE ESTABLISHMENT OF TRUE NORTH, AM SHALL NOTIFY THE AKMITECT/ENGaNfER '2R T I AT PRrOR TO PROCEEDING WITH THE WORK iF ANY DISCREPANCY IS FOUND BETWEEN 6 THE CONTRACTOR SMALL INSTALL ALL. EOUIPMENT AND MATERIALS IN ACCORDANCE THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH WITH MANUFACTURERS RECOMMENDATIONS UNLESS SFfCFiCA;LY INDICATED ORIE14TATION AS DEPICTED ON THE CPA SURVEY THE CONTRACTOR SHA.L ASSUME 04 / 21 / 200OTHERWi,E OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENC1 SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER EOUAIL r;?I A.'' ME Tc Irr, FOLIA. ,�a^YAP 7 ALL WORK PERFORMED AND MATERIALS INSTALLED SHA.L BE IN STRICT I F R: ME BE IN STRICT ACCORDANCE WITH ALT. APPL' '- E _u0ES. REGULATIONS AND (�NAL ":W': C�NTRACtOR SHALL GIVE A . „,:_YWiTH ALLCONSTRUCTi `✓ I J,ANCES. RULES, REGULATIONS A',_ -4A • ANY PUBLICAU'r �EGARDIING THE PERFORMANCE OF THE WORK MECHMMCAL AW — _ — ELEC,kt,.AL SYSTEMS SHALL. BE INSTALLED IN ACCORDANCE WITH ALL A+'PLICABLE —L' RA 'A `I MuWIPAL AND UTILITY COMPANY SKOFK ATONS, AND LOCAL AND STATE AT ) Y PF$P-50-41 L F Fill. iRA EA CC,,- JURISDACTMAL CODES, ORDINANCES AND APPLICABLE REGULATIONS 7SuED FOR EA CONTRA 8 THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WOOK• USING L4<• �r;;M': THE BEST SKILLS AND ATifN1ION TME CONTRACTOR SHALL � SOlE1'r L4X• V Ms rl N/A r{ ;. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIOuES SEOUENCES kk PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THF WORK UNDER OL. I,TRACTUR THE CONTRACT INCLUDING COxNIACT AND COORDINATION WITH THE IMPLEMENTATIONF4 Li ER'- 1 :_rNiklk'vh '+ ENGANEER MND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE r419 SEAL PENETRATIONS ,HROuGH FIRE RATED AREAS WITH U L LASTED AND FIRECODE APPROVED MATERIALS10. PROM. A PORTABLE FIRE EXTlNGU15HER WITH A RATING OF NOT LESS THANCONTRACTOF .-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISiANCE TO ALL PORTIONS CIF THE N36 E� NTRb'Tr1P PROJECT AREA DURING CONSTRUCTION oT;17M, T(>FCONTRkTOR -OR Lk i Lu, N A LA CONTRACTOR11 ALL CONSTRUCTION SHALL BE IN ACCORDANCE W.TH CHAPTER 2r. OF THE UBCREGARDING EARTHOUME PIPING. LIGHT FIXTURES, CEILING GRID, INTERIOR E -= EA _�hlTFif v v�lu ",G- 1 'a' c.r•T r,tF 1;,'a PARTITIONS AND MECHANICAL EQUIPMENT All WORK MUST BE IN ACCORDANL'E i _ — CONTRACTOP MTN LOCAL EARTHOUAKE CODES AND REGULATIONS PLANS PREPARED 1 or' `! iC E y _ EA r{YNTRACTOP NOTE — r oyl fNTRA,'i)R 'Htc LACY REPRESENTS BASk COMPONENTS ONLY AND IS NOT ALL-INCLUSME COivIRAC10R SHALL BE i �� • N I fr,r!t: ', YETAt - :)NTRACTOR ar^.PON`'I?',r FOR VERIFYING ALL COMPONENTS AND OLIANTITIES R WRF-D TO COMPLETE THE WORK DEPICTED 1 MATERIALS LIST 2 GENERAL NOTES � A B ANCHOR BOLI FT.(') FOOT(FEET) T.o�. TOP OF FOUNDATION Architects - Engineers, .( ABV ABOVE FTG. FOOTING T.O.P TOP OF PLATE (PARAPET) I ■ ■ ' I 4630 20D HAATREET 98036 ' SUITE K ACOA ANTENNA CABLE COVER ASSEMBLY G GROWTH (CABINET) T.O.S. TOP OF STEEL j Q NE>W ANTENNA -71-1. :ROUT OR PLASTER ADD'L ADDITIONAL GA GAUGE T.O.* TOP OF WALL PRONE: (425) 670-8651 i AFF A60VE FINISHED FLOOR GA. GALVANIZE(D) TVP TYPICAL �KDC FAX. (425) 712-0846 A F G ABOVE FINISHED GRADE G.F.I. GROUND FAULT CIRCUIT INTERRUPTED U.G UNDER GROUND EX1STTNG AN'ENNA (= I BRICK TAE. ALUM ALUMINIUM GL.B.(GLU-LAAO) GLUE LAMINATED BEAM U.L. UNDERWRITERS LABORATORf ALT ALTERNATE GPS GLOBAL P,ISIiINNING SYSTEM U.N.O UNLESS NuTED OTHERWISE - i ticY GR<>� ROD JE) MASONRY ANT ANTEWNA Gm GROUND V.I.F. VEWY IN FIELD 1111 APK,w APPROxImATE(L'i) HDR HEADER W WiDE(MOTH) GROUNL` Bels BAR CONCRETE ARCH ARCINLTECT(URAL) HCR HANGER IND A4ATHD I AWG. AMERICAN WIRE GAUGE HT HEIGHT i s MECHMauL. C*W Cf;►+`, 'ARTH BLDG BUILDING ICGB ISOLATED COPPER GROUND BUS W.P. WEATHERPROOF -1L. - BLK BLOCI+ IN.(') INCH(ES) WT, WEIGHT BLKG BL.00KNG INT INTERIOR Q CENTERLINE 1 no„o„o,>oro�•o •PAVtl BM SEAM 1.84) POUND(S) P PLATE ■ CAEIWELD B N BOUNDARY NAILING l..B. LAG BOLTS i 1 BT(W BARE TINNED COPPER WARE LCF LINEAR FEAT (FOOT) P1 YWOLiD BOF BOTTOM OF FOOTING L. LONG(ITLOINAI) ! LIS)] GROUND ACCESS WELL B;u BACK-UP UP f,ABINET MAS MASGW7Y .,1,:•r c' «<r l� SAND CAB CABINEi MAX. MAXIMUM CANT CANTILEVERED) M.B. MACHINE BOLT DRAWN CLECTW. BOX CIP CAST IN PLACE MECH. MECHANICAL WOOD CONT CIG CE1tw'. MFR.. MANUFACTURER _— CLP CLEAR MIN. MINIUM I ANTENNA AZIMUTH ANTENNA COAXIAL CABLE CABLE COLOR TOF' JUMPER BOTTOM JUMPERCOMMENTS CIC SMC' L El.1 tuEPHONF BOx. � WOOL) auxx NG COL COLUMN MLSC. MISCELLANEOUS SECTOR MAKE/MODEL LENGTH SIZE CODE LENGTH LENGTH MECHANICAL DOWN TILT _ _ _ GONE COKRETE MIL. METALNNW (� - - .",`'� CONN CONNECtK N(OR) (N) NEW YELLOW — 'vi 'EEt CONST CONSTRUCTION NO(1) LOO POLE 1 NUMBER SECTOR 1 10' P.Rr,S- EMS 120 1-1/4 BROWN 12' F• _ CONT CONTINUOUS N.T.S. NOT TO SCALE WHITE d PENNY (NAILS) OC ON CENTER -- — RED (� DBL DOUBLE SECTt)P FW 11OMLMtf►I• _ bEG1 DEPARTMENT P�/� ��ASt CCNNCkEtE � � RR�O_EMS �PL2 ! �r ^30' 120• i- 1/4” BROWN P310PERTY/LEASE LME - WHITE r" D F DOUGLAS FIR PCS PERSONAL COMMtNNICATION SERVICES —. --- ► SPnt ELEYATh1►+ DIAA DIAMETER PLY PtY11MClOD SECTOR EMS � GREEN 4 MATCH LINE DIA/,. DIAGC►NAl PPC POWER PROTECTION CABINET 340' 1,.0' 1-1/4" BROWN 1� 6' DIM DIMENSION PRC « PRIMARY RADIO CAk�INET 3 RR65-18-02Op12 w_- DRAWIM.(S) P S F "JNDS PER SOUARE FOOT 1 d' 0F (•,� Sf? KOT WORT( POINT N&L DOWEL(S) PSI M.0 0S PER SQUARE INCH r AY N/A N/A LUCENT EA EACH P 7 PR25",URE TREATED GPS N/A GPS �5' 1 ,R I j ►a,, ... — -- I tQU110 cONDLICIOR EL ELIC ALF ATION PWCITPC RTY ) SHEET TITLE: -- [LEY ELEVATOR RAD(R) RApJS CCONTkACTOR TO FA � ox G1�0 R£FERfNCT -- ---T -- - iT:I.EPMOI� CONDUIT SMI [LECTTNiCNIt METALLA; TUBNG REF REFERENCE ELD VERIFY C.48LE LENGTHS PR10R Tp Q(7DERING, FAFjRICA" )N, OP, INSTALLATION Or ';;ARLES ^-� -i N. IOU NAIL. REINF REINF.KtMENT(ING) -- --J GENERAL N O T E S, A I J T E N N I -- --E-- �-- ECECIRKAL CONDUIT ENG [NGWR R[o'D R wqm AND CABLE SCHEDULE f Erl. EOt+Ai RGS RIGA GALVANIZED STEEL. Y., EXP E 1PANSION SCH SCHEDULE D[tAll FrfFE RT iw,E — —A— -- COAXl CABIN E XSi If) E iiiS11WG St'' SHEET f XT E XTf.R10R SAM. SIIIII..AR FAH FAWATN)AI(OR) SPE SPECIFiCATICiN(S) i -- 7 -- w SERYIC:E F F FMiSH +'tOOk S0. SQUARE - - ��I : NUMBER. _ _ F E Vi 5(�)�•1: �___ fLE1NITTON fiEFEFtENCE TORS F 1, FINISµ GR.AOE SS STAINLESS STEEL --- X -- --- CWNN LINT( FEW WG FIN FINSH(ED) STD STANDARD FLY FLOOR STL. STEEL �•�► ____ FDN FOUNDATION STRUC STRLN;TURN. L S'com Il'tFt"ImCf F o r FACE OF CONCRtif TEMP gV"ARY ` r u FAC QF MASi)N►1:' INK TWK(NESS) = FACE OF STUD IN TCS[ W. A FACE OF WALL TGA TOP OF ANTENNA F INISN! 4I MIF ACE • 10 C TfYP OF CURB LEGEND 4 ABBREVIATIONS 5 ANTENNA & CABLE SCHEDULE ; , ��r^i�� •l'1T'+.4U�Jf>VfiYTfFTxf61d1T....,.,.._, .•[.�c+L91YR6%.e�^1SLR ^Tt!>lty6. - _ .-.- .. .._.. '.�!SSs11^.1Ma'L2SGSt�S+e^^^aRS__. - I 11 fi l 1 f'2 LI(.14-0(.161.11`, of 15 M. .�1' � ,�, C,;: !,ffFliA4li+iit!}AA19'iSil�Atii iitlitlA 1A:31�'Li N{)iilA�lt1!(liil iiiAt+9li�lil11A19i1filtlj itlili1li`i Illi^ 'lil 1 I I+f+ti1,I+II 111+ ! iI! 11,11 i,ll,il'!'I!Ijl,+'.� iI,1 1 lftl 111, � � i 111 � I 1• 1 1 11 f V 1 1[ A I i i : 3 $ 7 E4 R CID I I 12 I I a I la! 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Sprin { 4683 t_HABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 i I I PROJECT INFORMATION: — I 99W/ GAARDE ST P063XCOO' 13680 SW PACIFIC HIGHWAY (99W) _ e TIGARD, OR 97281 , EXISTINGBUILDIN WASHINGTON COUNT'i - RR T I DATE: I I EXISTING FOUND 5/03" t6;0N ROU W/YPC INSCRWED BUILDING E AiSTIN E xISTING 04/ 12 // � I G ci t_ :.&ND SURVE YINt� INC" L"cT BUILDING �..J 4/ 1 2 / L-) 004 BUILDIN ZZ I I IS FOR; I I FOUND 5/8" IRAN ROD i_ [�rl [� u I I \ / / TAX LOT 1 OOC1 FOUND 5/8" IRON ROD I �/C� R A I i I I �J R V 4-Is 1w 02C( R --DATE-----D E �'P I PT I 1 f x6t.NG BUtt!)W, pOt� FOUND 5/8 IRON RCG I \ -�_�- ' � 551'56'30"E \ - 25 63' 10 E1,1E 1 FQR IIG"I1 w•TE11 \. <I 00 00 PROPOSED LEASE AREA - ® -- DSTRiCT OOK 192 PAGE 951 _ r14FOUND 1/2- IRON ROD 1 _ Y M 3. ' E' _ %.. EXISTING BUILDING PROPOSED C �- ---- 2 / SPRINT PCS -- -- --- 15'-0" x 30'-0" LEASE AREA �9 FOUND 2 ' BRASS DI$K 'ApC� Z 2 I - TAX LOT 1200 ,� / (, ; I � 25 1w 02r_C � G` � � _ NWc>Pttsto LocAllaat 260 N00'32'30"E 5 'X, .v - { 44 90 = '� �F, 0 �3 �\ � I � 260 � -----,�------- - _fig' 0'33" ?� 9 O P I I } -- - - I 4.J • s , �. '� �. \ , �. \ � 86.18' cpi ' Q " �, POINT t � v� '^ --- __ �_ - \`� BEGINNING X903 4 /-.3/(_ :>_[:'ta I Q F /3 N�_ FOUND `,i8" IRON ROU �(� 1* • \ , L 5/8" IRON ROD -PLANS PROPOSED N5T'35'16"w 30 00' �' W/YPC INSCRIBED "05+49:%' +T . CNNER OF ;PRIM PCS \ '-`"---- -- ® LOT 18,8, FRELEON PREPARE, 15,-0* x 30' 0" - -y I I r/ __ ,, �1� HEIGHTS NO 2 LEASE AREA _^ POINT OF BEGINNING 1 ► f ,�'� ■� �■ j - 549'50'33"W ` �.O / `* O m m m 1 I 86 18' TO I NW CUR LOT 18, I 6 � 0 � � ■ � ! � � r c _ No 2 '4' *� to Architects Engineers, P C. FRELEON WTS Z a ■ � TOPOGPAPtiIC SURVEY 4630 .00TH STREET SW, SUITE K PROPOSED LEASE DETAIL ; BOUNDARY DETAIL w �� 'S► �.. I SCALE I•' - J,I. LYNNWUZ, WA 98036 ycAL[ I" 10• I I SCALE 1" .100' ` �% / I i vx PHONE: 51 I _ ;ONSULTAt�lT:�— PROFESREGIS SIONAL LAND SURVEYOR I i I I OREGON PAUL W PERRY I SCALE_ /� SCALE. SCALE:ENLARGED SITE PLANISM—' „ ( BOUNDARY DETAIL OVERALL SITE PLAN _' 1'•:190 0 100' 200' _--- —� - . B 2 WP TAKEN PROM AESTFRN AMEF'ICAN PROPERTY RE,CaRCH, ORDER NC A TRACT OF LAND LOCATED IN THE SOUTHWEST UNE•-OIJARTER OF SECTION SITE NAME: 99W/ VAt..lUE $T I - it,-6638248, DATT'U MARCH 15, 2004 2, TOWNE,HIP 2 SOUTH, RANGE i WEST OF THE WILLAMETTE MERIDIAN, IN THF SITE NUMBER. P06;XC002A - I ENSURE:------ CITY OF TIGARD, WASHINGTON COUNTY, oPFCON, MOPE PARTICULARLY I - FOUND MONUMENT o1 -� 4GINNING AT A POINT ON SECTION LINE BETWEEN SECTIONS 2 AND 3, DESCRIBti) A5 FOLLOWS: SITE ADDRESS: 13680 S W PACIFIC HWY. TIGARD. OR 97223 5 NOrE!) OMNSHtP 2 SOUTH, RANfdE 1 WIF;T, WILLAMETTE MERICNAN, WASHINGTON LATITUDE 45"25'14.2" NORTH W/YPC - WITH / YELLOW PLASTIC C'>p C cit 1. LAND SUR VEYIN6., INC. :AUNTY, OREGON, 909 CHAIN, NORTH OF THE SOUTHWEST CORNER OF SAID T FROM A 5/8” IRON OWNER'S NAME TIGARD LODGE NO 207 BEGINNING AT A POINT LYING N49•"_0'33"W, 86 18 FF_E - _ ,ECTION Z THENCE NORTH ALONG SAID SECTION LINE 3.58 CHAINS TO PUD FOUND AT THE NORTHWEST CORNER OF LOT 18 7F THE PLAT OF LONGITUDE 122047'03,5" WEST OH OVERHEAD POWER LINE Professional I_r�nd Surveyors ENTER (n TAYI.OP BRIDGE ROAD; THENCE NORTH 38'21' EAS'. 1 01 CHAINS FRELEON HEIGHTS NO 2, WA,HIOGTON COUNTY PLAT RECORDS: THENCE NAf? 53 91 OWNER'S PHONE: NOT PROVIDED _ ` Y 10 CENTER OF rA10 ROAD TC AN IRON PIN AT THE MOST KSTERI_Y CORNER N5t'35'16"W 30.00 FEET; THENCE N38'24'44"E, 15.00 FEET; THENCE LIGHT PBL_ IF THE TRACT ULSCRITBED IN DEED TO R.W. BRANDMAGEN, ET UX, RECORDED S51'35.16"E, .1(IOO FEET; THENCE 338.74'44"W, 1500 FEET TO THE POINT LIF ASSESSOR'S PARCEL NUMBER(S) P0466604 8116 SW NIMBUS AVENUE ' N BOOK 166. PAGE 31,-7, DEED RECORDS, WASHINGTON �OUNT'r, OREGGN, BEGINNING �I - PROPOSED LOCATION OF POLE BEAVERTON, OREGON 97008 THENCF -:OUTH 52'31' EAST 704 CHAINS ALONG THE 'SOUTHWESTERLY LINE NET AREA OF UNDERLYING PARCEL(S): 1 09 ACF.ES %1IF SAIL BRANDMAGEN TRACT 10 A STAKE ON SO°JTH LINE-OF TRACT BEING CONTAINS 450 SOIJARE FEET, MORE OR LESS, gal - GAS METER PHONE (`03) 641-0308 4 Pr1INT ON THE NORTH UNE OF FRELEON MEIt;HTS NO 2, A PLAT OF - -- --- - - NET AREA OF PROJECT AREA: It' BE DETERMINED FAX. (503) 671-0877 MECO: THENCE SI UTM 811'55' WEST ALOIN+ SAIV NORtHERLY LINE AND A p /+ C. - EXISTING DECIDUOUS j N.'STEPLY EXTEN" THEREOF, 624 CHAINS TO SECTION LINE AT PLACE OF LATITUDE & LONGITUDE GROUND ELEVATION: 202' EXISTING GROUND ELEV• CENTER OF SITE - kt;1IIVNMIG; 1,_�` - EXISTING CONIFER •SHEET TITLE:--•- —• -- ---- I.,.r BENCHMARK: CITY OF TIGARD W--RTICAL. NETWORK • r XCfRtING THEREFR()M THAT CEPTAIN T'RAI'T OF TRACT A5 514RE - -- �- 1AMI -- DESIGNATION: 84 tV!e�r.�•^9f �,APTII ULARLY DESCRIBED IN OEED POCK 128, PAGE 37 (p)I, RECORD 01' M4 i� ` c I� - - BRICK SIGN "MASONIC LODGE" 5>fY FM•1 9t • � c cT WATER VALVE "LEEDS; WASHINGTON CCIUNTY, r4KGON, �; BRASS DISK ON THE FIRST STEP, NORTHWE. DCI ��'•-1 TSM ENTRANCE OF THE TIGARD GRAL:E HALL, lJ - SIGN "AUOPTED 9 HIGHWAY" SURVEY ' f \/[ wt•""' t� ` 'r ':cT (99:t1) — FIRE HYDRANT SITE UR v t__Y I ALSO EXCEPT THAT PART C(.N W ED TO THE STATE I,3r OREGON BY DCEO -._.._____. -____.----.-__. ___ __ 8 6 SOUTH SIDE OF PACIFIC HIGHWAY r. ._ aEC.0RM0 IN B("101* .334, PArt 336, DEED RECORDS. WASHINGTON COLINTI �„ 1 ' 4, STAMPED "R 209 1934" ® - WATER METER j) - BUS STOP IREGON - PROJECT AREA LEGAL DESCRIPTION sw.•M«,! - ,.: a '� `V o- - POWER POLE � GENE RAL I N FO R MAT I0 P'•1 i - tell, I ELEVATION = 21:9.30' FEET - (� - CINDER BLOCK RETAINING THE OASIS OF KAR046 AND THE BOUNDARY OF' THIS SURVEY APE BASED CIN -- -- i � CATCH BASIN WALL AROUND POLE NASHNI(-iTON C04JNTV SLIRVEY PLAT OF "FREI.E0N HEIGMTS-PLAT 2• PER WESTERN AiAGPICAN PROVE1, 'y RESEARCH, ORDER NO 66-6638248. E 4w1•.Mr•A . AREA DRAIN (5� - WOOD DECK 9[ STAIRS DATED MARCH 15, 2004 hr 1 �SSMtAMwiM Ma/ BASIS OF' BEARINGS: THE NORTH LINE OF FRELEON HEIGHTS — PLAT 2, i { BEARS SOUTH 89'27'30" WEST a SIGN (6) - C:ONCRETE. RETAINING WALL SHEET fJUMBER:— _.-REVISION:== - 1 EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING BOOK � � I tlMI111MIMtitlr 91 *.34, PAGE 336, TO TIC-Aft LODGE NO 207. A F & A M , AN OREGON � "~' �"" '� I� - POWER METER (r7) - FLAG POLE f r I.CIRPORATION FOR EGRESS AND INGRESS+ 1 I vo•✓^•^� I ( `' �N vM A,,,,,��„� n NOTES. 1) CON'011RS ARE AT 1 FOOT INTERVALS � BUSH ROW 0 FINISH FLOOR - 262 4' I 2 EASEMENT AND CONDITI NdS CONTAINED THEREIN UNDER REf_t;1PDING BOCK try ��r S, to on-WIN 9M `^�• '"^`" 21 LATITUDE AND Li1NGt1TUUF ARE REFERENCEf� TO THE CENTER C:I - F.OLLARD FINISH FL<)OR 253.4' 617 PAGE tM. TU CITY tiF TIGARD FQF� �fW[R AND RIC+HT-OF-WAY tw r,••ar•tr W bW V.•1•er 11N 0 SITE LOCA'ION • 3 EA'AMENT AND CONDIT',ONS CONTAINED THEREIN UNDER RECORDING BOOK: A►m Iler 0•1 yA�9 dN"il� R92, PAGE 951, TO TIGARD WAtFP �`iCTRirT rOR PUBLIC UTILITIES + NA 9*A* 3) THIS 'OPOf,RAPHICAL MAD r)pE5 NOT REPRESENT aN ACTUAL a w I�r"� ' ---_ -- - 80UNDAr Y SURVEY SCALE: PROPERTY LEGAL DESCRIPTION DESCRIPTIOhI OF EASEIMENT(Sj ViCifdlTY MAP -N:T;s — SITE DATA LEGEND J 2781 l.—_.__...._.._.._..—_.._.._...—___.-.-.._._.___�....._�._....—_.�._---_— - (' 1'OGIIIC t1VY1' I inn t4 1P2004-00606 3 of 15 ,. ,. Pit Cm F II! II11 11;: n1; nn ill tulllnl nI1 1�{! Illi 1111 Iii II I lii I i tIl Illt Ila all I 1� 1 I I I ` I j I � �1 + � � IOmm.lcm 2 3 A f3 7 9 IQ h 1 2 t3 t4 fi I !�; I 20 ?I 22 23 24 25 28 27 e8 29 30 I111111h I ' i 1 i � . -. : l.�.fl +.. ,* , txb°w"gn"R"N'."'.�,.•-gym t al a .. -6 .. - _ .. :.: o ._ •• .. . .. n ..:.. .r .'_. 1. !. a r'I . gyp. "!'' ,4'�1, : . ,+ * , '+,4tt,,14a!Tw. �„ , 'y r I TML AkL.HITFuI/LN!,INELR, +,UL AR(_H:IL -ENGINEERS / AND REPRESENTATIVES OF THE OWNER. M'.;-T BE NOTIFIED AT LEAST TWO / FUU. DAYS PRIOR TO CJMMENCEMENT OF CONSTRUCTION AT ('425) 670-8E51 / 2 DO NOT EXCAVATE OR DISTURB BE'tONO THE PROPERTY LINES OR LEASE LINES. \ UNLESS OTHERWISE NOTED \ 1 3 DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. / / Sprint PCIS A. ANY DRA:N AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL at / / - \ � 4683 'k HABOT DRIVE, SUITE 100 RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, / LOCATION MID T,'PE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL PR OSED OH SPRINT \ PLEASANTON, CA 94588 GE ACCURATELt' NOTED AND PLACED ON AS-CONSTRUCTED DRAWINGS BY GENERAI / PCIS ROUTE r CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PkUJECT. APPROX. 100' TO • /POLE \ PROJECT I F R ATI N: -- ALL ExISTING UTILITIES, FACILITIES, CUNDITIONS. AND THEIR DIMENSIONS SHOWN c PULE---, ON PLANS HAVE BEEN PLUTTED FROM AVAILABLE RECORDS THE ARCHITECT/ENGINCER p INj: F' POWER \ H WY 99/ GA,�R D L AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENC r OR ( U 0 OWE / EXISTING UTILITY PulEr.- ACCURACr OF THE INFORMATION SHOWN ON THE PLANS OR ,THE MANNER OF THEIR CONNECTION) / w' 1F1' n OEMARh P063XC(�02A REMOVAL UR ADJUSTMENT CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINfNC (POINT OF TELCO EXACT I.00ATION OF ALL EXISTING UTILITIES At-4D FACILITIES PRIOR TO START OF / � \'�. n++ CONNECTION) �. CONSTRUCTION CONTRACTOR SHALL ALPROPOSED SO OBTAIN FROM EACH UTILITY COMPANY 13680 SW PACIFIC HiI;HWAY (99W) DETAILED INFORMATION RELATIVE TO W01KING SCHEDULES AND METHODS OF OH � TIGaRD, OR 97223 , REMOVING LIR ADJUSTING EXISTING UTILITIES J �� EXISTING BUILDING, \ EXISTING UH— PROJECT WASHINGTON COUNT'r 6. CONTRACTOR SHAD. VERIF+ ALL EXISTING UTILITIES BOTH ► ;1RIZONTALL'r AND LINES (TYP) `� / �? / � ' VERTICALLY PRIOR TO START 0; CONSTRUCVON ANY DISCREPANCIES OR DOUBTS �)►��•� S l0, EXISTING DECIDUOUS " /� AREA CURRENT I AT AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATFLi REPORTEC TO / Q� 10" TREE (TYP) EA THE ARCHITECT/ENGINEER FnR RESOLUTION AD INSTRUCTION, AND NO FURTHER sprit, WORK SHALL OF. PREFORMED UNTIL THE DISCPEDANCY IS CHECKED AND Exc�T+NG UTILITY--,� j ��o:O• �� EXISTING FENCE \ SFE 1 r Y THE ARCHITECT IN R. FAI k T SECURE SUCH POLE. i F i EXISTING BUILDING e 04/ 21 / 20U 4 CORRECTED B E /ENGINEER. W E 0 SE_I ESU \ d �� ,,ZZ \ ,L INSTURCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RI ,M f \ �- ANb EXPENSE CONTRACT SHALL CALL LOCAL DIGGER HOT LINE FOR UTIUTY / til 4 x f-- - LOC,''IONS 48 HOURS PRIOR TO START OF CONSTRUCTION. ExISTING A;P iALT- \, FOR: - �,� f PARKING E.A 7. ALL Inc�V AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE � � +r�' � DISTRUbi 'Y BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR C 0 N S T R U C Y i 0 N TO FINAL. INSPECTION OF WORK "'"'444✓✓✓ l A THE BUILDING, DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED k I ` t '\• r-R ' a _ DESCRIPTION:— Y AT LEAST TW�I WORKING DAYS PRt'jR TO THE COMMENCEMENT OF WORK OR AS STIPULATED Bi THE LODE ENFORCEMENT OFFICIAL HAVING JURISDICTION 9. GRADIN+, OF THE ` ITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND 15 T(l FEATHER INTO ExISTING GRADES AT THE GRADING LIMITS. - _ \ 10 ALL TEMPORARY E A'.AVATIONS FOR THE INSTALLATION OF FQIINL'4TION5, UTILITIES, ETC_ SHALL BE PPOPER+_Y LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT — UCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (e)SHA) REOUIREMENTS \ �• I `�`� / _ �0 EXISTING BUILDING I STRUCTURAL FILI.'; SUPPORTING PAVEMCNTS SHAI L BE COMPACTED TO 100% OF w MAXIMUM STANDAR[) F'ROI.TUR DRY LIENS+TY. s ExiFTING FIFE �\ ►frDPANT (TYP) �\ I �— EXISTING BUILDING \, IIt, NEW GRADES NOT W BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVEC ,,?� `.L / + (MASONIC LODGE) BY FILLING WITH APPROVED CLEAN FILL ANO COMPACTED TO 95% Ur STANDARD \ T ` Fx1STING CEDAR-/ `�� r,' - PROCTOR DENSITY. / ' TREE (TYP) 13 ALL FILL SHALL BE PLACED IN UNIFORM LIFTS THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DER TH I \ WITH THE EQUIPMENT ►!VAILABLE. I ; / I � � ♦a' � Z r` `•. 14 ANY FILLS PLACED ON EXISTING SI.OPFS THAT ARE STEEPER THAN 10 HORIZONTALLP PREPARED Y -- TO I VERTICAL SHALL BE PRGPEP.I.Y BENCHED INTO THE EXISTING SLOPE AS DIRECTF'[� / BY A GEOTECHNICAL ENGINLER. 15. THE. GRADES WITHIN THE FENCED-IN AREA ARE 10 BE ACHIEVED BY COMPACTINI. �� '� l '� , > �. • 4 CLEAN FILL TO A DENSITY OF 907: OF STANDARD PROCTOR COVERING THE AREA \ , WITH 6 MIL. VISOUENE (I- OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THEN / EXISTING STORM ACHIEVING FINISH GRADE BY ADDING 6' OF 3/4" CRUSHED S1!`IE--NO FINES 1 DRAIN (TYP) i $ I ` \ 16 CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO j I EXISTING T-MOEiLE- / i� P.C.�, architects - Engineers, PC PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEF�OSI11 WILL REMAIN ALL 18'-0" x 25'-4" � ■ I 4630 100TH STREET SW, S'JIIE X MATERIALS _OLLECTED DURING CLEANING OPERATIUNS SHALL BE DISPOSED OF I LEASE AREA �,r' E; / ',1'NMN(M, WA 98036 OFF-SITE BY THE GENERAL CONTRACTOR � \ / ,4 A+ONE: (475) 670-Ao51 17, AL[ TREES AND SHRUBS WHICH ARE NOT :N DIRECT CONFLICT WITH THE �a rn, KDC FAX: (425) 712-08,#6 IMPROVEMENTS SHALL BE PROTECTED B'r THE GENERAL CONTRACTOR. � 18 DRIVEWAY' CONSTRUCTION, GRADING AND DRAINAGE WORK SHALL CONFORM TO - - - - - � -8 '27 30 W 230.01 ! WASHINGTON (STATE) DEPARTMENT OF TRANSPOkAT10N "STANDARD PROPOSED SPRINT i I SPECIFICATION FOR THE ROAD AND BRIDGE CONSTRUCTION", LATEST EDITIONS, AND ( ANTENNAS MOUNT TO AO 0 i ALL APPLICABLE PROVISIONS OR LOCAL COUNTY ORDINANCES I EXISTING 100 -0" HIGH STEEL MONOPOLE WITHIN A ! �• �' PROPOSED (2) 8'-6" 19, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR 24" DIA. SHROUD ! Y3'� \ I X 20'-0" ASPHALT I WITH LOCAL UTIL11 Y COMPAN'r, TELEPHONF COMPANY, ANO ANY 'OTHER UTILITY I PARKING SPACES W/ AAAA COMPANIES ►rAVING JI)RIr;01CTi0N CdER THIS LOCATION I � I EXISTING BUSH---' � CONC. CURB LCT 2 HEDGE (T'rP) PROPOSED CONC. CURB W/ 10'--0" 1 C O N S T R U T I O N NOTES I I PROPOSED SPRINT ! MIN. RADIUS I i - T f PCs 15'-0 x 30'-0" LEASE AREA I I RAVI�N,� Y: riK AP _ I I LOT +, i l ' - I�'T "a t . T i1 CAUTION ! � [:. N _ SURE: (C CALL. BEFORE YOU DIG ! BURIED UTILITIES EXIST IN THF' :,PFA 1 AND ;)TILITY INFORMATION Sil0WN MA '' NOT BE COMPLETE CONTACT It-:E ONE - LOT 3 CAJ1 UTILITY LOCATE SERVICE' A MINIM(,'M 0� 48 HOk)RS PRIOR To CON;TRUC'TION i t . 1.-800'-424 :acJJ' { I \ I I SHEET TITLE-- 'SITE'SITE PLAN _ o I,ASPHAI_ i NOTE: � 1_C)T d � 01 `AsPNAI i woR� HALL 6E r S.W. HILL VIEW S T R E T SHEET NUMBER:— _____-REV( l0 H. PERFORMED IN ACCORQAN.CE I 'F MTM THE DESIGNS ANI' CONSTRUCTK)N SPECriCATIONS FC" ASPMAI,T PAVING.- - - t C'T ` I -- --- -- -- __- -- — - - N 3 SITE �'LLA N --- __ ------ __ _ 1 wxw ScA z r.w - 4 of 15 .+r I1.. . t•tOfY _.... .._....-_.... .__..,.,.,.,.-. ..,......_.-.w......_..,..._... _..._........._ _,. _......,.,•,r.... .,,....,...... ..•.,.....,,,,_+.-.._. ._ .. _ _ .. -. - ... .. ..__.—___.........,.. ._...�....�,a......,-,e..,..,,..oM,.np.e..".....�n***..,+n,...r.,,"r.,w..wn,.�.,•.e,,, ,......,-.........,..«a..,»..,,M•N'...'Ma, ,n.R. ,..R-*wi.or**,�f+ «r rr, ,,- rrrl , :'^-sem- ^^r- ` Cmlt?ItIIIl Jii1IllIlltIll! Nt!I;.'�I II�IIiI !'ill� I1IIU�III)�111f11I I�111! l 1Ij111t II„�Hll�i'11 111 11H11 iIl,lPill�f �'Iit III't1�1i711�IIItIU�1!IIIfIIIliIIl�li''ll+ I�+I!Ilii!fI'll�;hiill111�t11!INIIIIHi�I� IG.nw�Cr 10 1 1 12 13 Ia f6 I17 Is 19 20 2' 22 23 24 25 26 27 28 25 30 1' f ,1 I � ? ! rilk 4A444, i ,:, W .1 S'N' `,'..• ' .•r: _,,I "f ,lq. ,..:: _ .. �,,....� 1 � T• � lr • 1, ` 1 •. .. y� .. ��p� 7C'.. ►Y ',% _V7• i,.ir ..y}:.. ,.o •.d�. ^"Ibl... •, •.. �, ,,'.,'T'^1.t 4 , 1 .• 1 004110 4011140, _ NOTE. _ t (_ OF } / [�SPHALT - - _-- NOTE REFER f0 DETAIL-9/A5 1 ii'� HAI TrP • / t - FOR STANDARD CIVIL 11� ' / ASPHALT WORK SHALT. BE �� 6 PROPOSED SPRINT PCS---�� r� R Ext IIvG SUILL F PERFORMED IN ACCUr'UANCE — T F — NOTES AND DETAIL 2/Q7 , / ANTENNAS (TYP O 6) ,ASS A�, ;,,_-__-__ �, EXISTING 100'-0" STEEL VOR 51AND�►RD � t _ (T 1,P) / // \� // / / / WITh HE DEStC,N5 AN,� MONOPOLE (BY j OR SIURAL NOTES � / CONSTRUCTION SPECIFICATIONS Sprint PCS FOR ASPHALT PAVING. \ T-MOBILE) 4683 CHABOT DRIVE, SUITE ' uu f-,J P A A T h A 4 LE S N O N, c 9 588 STING TREE S116 P , \ PR QCT INFORMATIOh�;,-- , PROPOSED INT P S ___\ \, �' /' "'� {' H VY I 99/ GAAR D E S1 j Tj DATESHASu01THI� 4" / ,/ _,------� ` P063XCO02A ` PROPOSED 24" DIA. (TYP F 3) - i ANTENNA SHROUD 1 _ 2 (BY OTHERS) 3b�0 �W PACIFIC HIGHWAY (99W r /// / / / ,�` I TIGARD, OR 97223 - / WASHINGTON COUNTY , / // L_ _. // / CURRENT ISSUE 'SATE.-- --- 04/ 21 / 2004 1 / ✓' ''� / / / 2,cxw BCAm Vrwi 2 ANTENNA LAYOUT OUT xr � Vr-f I FOR:_ / /! \ / / ' / /i ANTENNA AZIMUTH - ANTENNA COAXIAL CABLE CABLE COLOR TGP JUMPER BpTTOM jUMF'ER� CGMMENTS , CONSTRUCTION NN'N / \\1`t i i I SECTOR MAKE/MODEL LENGTH SIZE CODE LENGTH LENGTH ME,:HANICAL DOWN TILT R V AT = RIPTI h F YELLGW 1 d' r SECTOR I 0. EMS 1 1-1/4' BROWN _ RR65-18-02DPL ) ZD' WHIT_ } `r / E Q I . • o\ o` I� \ 4, / / SECTGR EM5 , t -t RED �. _ O_p \ 4 O V 2 230- RR90-17-02DPL2 1�0' /4 BROWN t_ h CC WHITE GREEN j SECTOR EMS 120• t-t/4" BROWN 12' h• j a' .-`.- PROPOSE[` 6'-0' * / / / / 3 340` RR65- �$-020PL2 -- — , WHITE STING -- , HIGH CHAIN LINK -- � � ININti WALL �. FE / LUCENT ^,. �• �\ O GPS N,A GPS 25' t/� PG 1 11 A .. STING 0'-0" HIGH \ 2 5 ; / SEL MON LE (BY �`,� • A5 A5 AS N`N / / / CONT ACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION. OR INSTALLATION OF LAbLES. EXISTING ASPHALT PARKING ';TING T--MtjRILE � - - ` (2 SPACES TO BE - —_ -0" x 25'-4" �; �\\ REMOVED AND RELOCATED) , \ l / — _. ---- - ---- _ SCALE E ARCA PROPOSEDCS RtSPRINT �� IN,DGE ,! 3 ANTENNA AND COAXIAL CABLE SCHEDULE _NTS — - L 'NOTE: -� =F 1-4' . PREPARED . . \ ` REFEF< 1u DETAIL 9/A5 >� t� • 1 \ 1 / / NOTESTAND ADET AILVI 2/A7 --PROF)SED FOR STANDARD SERVICE LIGI'T . \ 1 \ � \ � STRUCTURAL NOTE' 2 - / `"Id \ i�\IN 9 -6 _. .-.___ A6 Architects Enq'nFrr;, P.C. / \ r ® L 300M'200'200TH STREET S . SUITE K �. 6 \ / \ — ;J PHONE (4?5) 670-8651 I �\ "0 \ \ , \ / K®C FAX. (425) 712-0846 . PROPOSED SPRINT- \ - -- -- - PCS 3*-0" HIGH '� \ ------- — -- - RETAINING WALL NN< � / PROPOSED `,� �� \ h % BATT ER r / (_�A ' \-- PROPOSED 10'-0' CABINET / WIDE ACCESS GATE / PROPOSED SPRINT PCS EQUIPMENT �� \ / 4� 5 I 4 / \ ti � + / A5 A5 PROPOSED SPRINT --- �` �. '� \ ^� P� 4�P �' RESTRIP EXISTING EOU PMENT ` -- P POSED `O �' \ / Q �.� P PARKING STALL AS 5 B M DCELL I _ PROPOSED CONCRETE ----�' �/. \ // o ��' �`� NEEDED A4 A4 A4 Cn INET pt �'� R HK ' APV..- EQUIPMENT SLAB .f0, �1'r. �6, '.. \ p V� �P O+ F�� ~� ��? PROPOSED SPRINT 8 I CUC .1MG EJC ~\ 6" CONCRETE CURB A4 A7 _— _ �,��q \` �;Qk, / 5 FUTURE I N-I„i_ REa N / MODCELL i r - A6, PROPOSED --ff CABINET 02 4, �o POURED-IN-PLACE 't 6 O CONCRETE EQUIPMENT I __ �_ __t__._ _ .-.__ _._ �\ �6• O 4� SLAB (9'-6" x 11'-6") BE CUT, REMOVED. TO k. / •N\�S?�4�` ti \ / SEOPOSEUGHT - C•� A5 •AND REPLACED W/ 4" \ �-SEP nF 3/4"0 CRUSHED ,� PROPOSED PPC - STONE OVER 40 Mll - / w .-SHEET Ti WEFD BARRIER / �' \� TREE - I / \ -PROPOSED SPRINT \ - I _ ENLARGED SPE PLAN , � 15' o x 30 -0 \ �j A4 A4 LEASE AREA AB - "INN. _ EQUIPMENT PAN AND 3 4 \ / \ �4, !.f ANTE- PROPOSED NTENNA LAYOUT PPCPT E SPRINT 4 �C. A7 METER PROPOSED200AOOA —_—^ \ INOTE: ] - _ �\� --- SHEET NUMBER:. _REVIS PROPOSED GPS REFER TO SITE PLAN i-- - PROPOSED U.G. 3 '1 ANTENNA FT? EQUIPMENT 2 POWER/ TELCO) �_� C -, _ -_ 4'-66 ORIENTATION AND / ROUTE SEE A-1 (_E1 E r.I,TING 4 x a —• PLACEMENT `r- CATCH EIASIN ' FOR CONTINUATION __ -- _ --—---- __ � Z�•x31e• � �>t�•�K� 1 ENLARGED BITE, PLAN �!"!� x� �,,,,�: u�� 4 EQUIPMENT PLAN I��i�_�!'!� ,V SCALE. 3/18•-f 124059 HUP2004-00606 5of15 - ., ..• „.,:....,_.. - ,.:'.,•:: [-eat>'k?:asuv.�:na�'au:iom:f�fiic...4-ila�k Clr, Illi ! I 'III„1 ti'''IItItU! II�iIitlllhlFl!III IItI{III,IltMIlHltfl1111iI1111ItI11IlI1lIIIf111111 II;I '11' ,�1'tlii I ±I rII. HI iftf !!1• I'tlj' I�i!!tl LP:VIIfiMN.f1'1C STNNI' 0 z s c4 I c� I 1 { I l { i I f ( f f I ,o M,n e:cm 12 13 I A I'(j 17 16 19 2- 21 2 2 2�3 24 25 26 2-% 26 29 'C ! 1 1 f r; r, C1+1 tI lC� „ A I ,t , p M' 1 i' r • . .._ _ ,.. 4�""'"' r.,,: 1 ,, ... .., AI%.d�[ ,�,;.•wa fir;: , t y ,4 `,- .r.F}, r ...., !- • ':..,'• .!. . s TOP OF Ek STING MONOPOLE AND i _-_ TOP OF EXISTING T-MOBILE ANTENNAS`•, 100'-0� - A* Sprj it C_L. OF-ExiSTa,,(, T_MOBILE ANTENNAS Spr;nt PCS BOTTOM OF ExISTING, T-MOBILE ANTENNASUITE 100 �IsrrMo r-MOBILE ANTENP+�S WITHIN--r — ---- — 4683 CNABCIT DRIVE, 94'-01-0 PLEASANTON, CA 94588 iT(P r'iF 2) � TOP OF ExISTING T M03iLE ANTENNAS _ — --- 93'-F'` =PROJECT INF R ATI - - — - PROPOSED SPRINT PCS ANTENNAS (3) MOUNTED WITHIN 24"® CANISTER -_ _ C.L. OF EXISTING T MOBILE ANTENNA; H WY 99/ GAAR D E ST 90'-6" , N063XC002A BOTTOM OF ExtSTIN<.' T-MOBILE ANTENNA`. 87'-6'•` r 1 X680 SW PACIFIC HIGHWAY (99W) TIGARD, OR 97223 _ TOP OF PROP05cD SP►PINT PCS ANTENNAS WASHINGTON CC)UN rY CURRENT i AT ' - - :- _ _ C.L. OF PFOF'OSED SPRINT PCS ANTENNAS 04/ 2. 1 / 2004 BOTTOM OF PROPOSED SPRINT PCS ANTENNAS FUTURE ANTENNAS Bi OTHERS)--,__---",.. H S --�-_, 81'-0" I FOR: OF FUTOPE ANTENNAS-kBY OTHERS) �` /1 n I R U C T I O r� 77'' 6 `-, ON ,� 1 �-R = ATTR_ - r1 RIPTI N• - Y, . II 15�— EXISTING T-MOBILE - 100'-0" STEEL MONOPOLE i Y PLANS PREPARE-:,,,-. 3, Y' - — = r1 FENCE NOTE: EXISTING T-MOBILE_------••- --•• << — PROPOSED AND EXISTING CHAIN LINK FENCE 100'-0" STEEL MONOPOLE SHOWN DASHED IrJ Architects Enq�neers. P.C. _ ELEVATIONS FOR CLARITY ■ . , 4630 200TH STREET SW, SUITE K LYNNWOOD, *A 98036 PHONE: (425) 670-8651 XDC FAX: ;425) 712-0846 T EXISTING BUILDING —, r �— (MASON& LOUCE) FENCE NOTE� f __ -----____ ExISTING BUILDING -- L ___-_-- \ /�,�,...._.--.- (MASONIC LODGE) PFic.�NU�Lu t,IdLl Exl:aflNli \ � �- CHAIN LINK FENCE SHOWN DASHED IN PROPOSED SPRINT EXISTING T-MOBILE -- ELEVATIONS FOR rLARITY r ___ W--0 HI.,H CHAIN LINTS r I PCS 6'-0" HIGH FENCE - - �J1 CHAIN LINK FENCE Y•__- HK _:.-- AF-, EXISTING t- WBIL E --- ICEBRIDGE PROPOSED SPRINT- \I CJC JMG EJC Fxr�.TtR�+ T R+�'Ifl tf I PCS CPS ANTENNA -- -- ON PVC TREE I N R ILL PROPOSED SPRINT- T PCS PPC TREE SCALE: PROPOSED SPRINT ` 3 SITE PERSPECTIVE PCS EQUIPMENT L _ N.T.S. SPRINT PCS I I If EXISTING T--MOBILE -_ I:EBRIDGE I � II;EERIDGE M -- ----PROPOSED SPRINT PCS � - ICE BRIDGE \ •� SHEET TITLE:`—� -� } EXISTING T--MOBILE —� PROPOSED SPRINT PCS EQUIPMENT �`� \ -_ ( ( } SITE E L EVAT I O N S AND D 6 0 HIGH CHAIN LINK FENCE E S 6'-0"--, -- EC E XI TIN HIGH CHAIN LINK \ F I SITE PER" T I V PROPO";EU SPRINT FFNCE A. +'moi t� R - :► "c;, - PCS '`QUIPMENT •,e '" _. ; � �. EXISTING RETAINING WAIL 1 _ 1 PROPOSED � � •t SPRINT PCS PPC _ =SHE.ET NUME�EP:.= ._._: _:.:::_PE�'ISIC7I�J: —LiLk Lau .. L ' TREE QL GRADE GRA_F -3'-V' � �_...____ ____.-.----_--t24'x3d' SCALE- 3/16'rl' - __------ ------ ___ �..------------- -----__.—__._._._-------- ---_ _---------------- __..-----__; __ _ __ . 24'x36' EICAL.� 3;ta.,t -.___.__....._._._..._._ 1 1 W E CST ELEVATION dr 9C� 3/3rwf 2 SOUTH! ELEVATION - � xrr 9CALF 3�3$"4 I 124059 1jl1112(KA-t 61(14, 6 of' I 011 re11tk1i .��.y/ � '..l OnQ,.r,k`5'u�tlNl °I'F!::,'•. i;:+iNh�A!'�Iro. 1trMJGirRgIFM91All1i71 • _ ., .. ... ., -. , �.... .' .,.. r.�7'r . . '. .. ll.lIM.1M1M�•1 .Mff � •lll.lywt—"•rw«e.w..,,,....,wn...,,.-.�nN.... l II 11 I Ilf,' lilt 1 'tit !11 11 I + I t ! Ir _^ CO'I I I } I I I1 .1 II 11 , f f s` ! . . i.. Ir II.I il�tl 14111 i,li NI ilia �I "i'L 11 ;I IIIIII ii' I i!�{tl. llilflr iIN I 1 I';Itlll ! I ill'llf!!!!!I IrtII!illtilll t1�I'I1!,III, I L1QWftY STNP a I I I I I I I I ) ! I 1 I j 1001111.1 co 9 10 i I 12 13 14 I� 17 18 IR 20 21 �2 �3 24 5 2If3 27 28 29 30 rrt k i W. T � t O I 4- b 1 f 1 G I 1 I 1 I I R. 1 (�, I' I ��+�' ;;�I��• , 1 1 ,� s"' 1�'�yX4'i"•�:, r K. , ....; ..,'... ,.,y+wEMi i I+,r♦ .Lry,•h _11 ,... ., a.- i , � � . �. :.. .� .. _ � .. � '..1S � .. .d. „• ..f. til I..�ill�i.l+r*''h'-. 4J;lF�. 1� -'•�� r :r... .., r•, �,: ._..: : .., .,.'n.,: ,...� .. :....... 1 , Y �. .�, %,. af` .�• ,..r`�!+.N •arra,fi,�7c S ._;, -., .:., ,,< .a r a .:$4r Zd.. r ,.-..a:. ,, •. n+ r.. _. ,. .,-.' ter ' a. Sr' d.7 FA i Z— _ I 1 -- PRUF'USEG - PROPOSED GPS I pril"PROPOSED GPS--�. PROPOSED PROPOSED GPS PROPOSED GPS _ANTENNA SCRVICE LIGHT ANTENNA ANTENNA ! SERVICE LIGHT PROPOSED — - ANTENNA` PROPOSED - .. -- � - . � SERVICE LIGHT - __ _ ! SERVICE LIGHT ' - Sprint NCS ! 4683 k-HABOT DRIVE. SUITE 100 I PLEASANTON, CA 94588 -_- - PROPOSED PP(; ----.. --� I 1 ,� PROPOSED 200" 1 f'RC�F'OSFC! "lOOA --- _ I) CABINET (ELEC ) i) METER BASE PR T INFORMATION: MFTFP F-iASE ID HWY 99/ GAAPDE ST PROPOSED 00A - '' P 0 6 3 X C 0 0 2 A 2 I PROPOSED PPC ---�, MFTER BASE CABINET EC ) - I CABINET (TELCO) � � 13680 ST G PACIFIC 97223Y (99W) PROPOSEC PPC CABINET (TELCO) PROPOSED PPC: PROPOSED PPC - � _ _ WASHINGTON COUNTY = ' CABINET (TELCO) o _ `� ' ��` I " R R N T ISSUE AT pi CABINET (ELEC.) j `i I i I — _._ W i; to D PROPOSED PPC --- ; 2 '_) 004- CABINET (TELCO) - I _ r II I 04/ 21 r o o `ISSUED FOR:== � I I CONSTRUCTION LR ---DATE:-- DESCRIPTION: Y• it 1-14/09/2004 ISSUED f"UR - ELEV. SCALE: 2 PPC TREE-SOUTHEAST ELEV. SCALE: " 3 PPC T-RErE-SOUTHWES�1' ELEV. SCALE: " 4 PPC TREE-NORTHEAST ELEV. S�A`� �� 9/� 4 90% CD REVIEW 1 PPC THEE-NORTHWEST 3�a .1 -0 3!a -1 0 3!a"=, -0 - 3!a =1 0 ISSUED FOR -_____ --_._- -._ _ __-- - - -- _-----_ - ` 1 •t .'1 ��nna � `TIONPPOP '- PROPOSED LIGHT ED SERVICE SERVICE LIGHT - LIGHT �" I PROPOSED SERVICE-�` PROPOSED MODULAR - LIGHT \ CELL SED M N0. 1 -PROPOSED GPS • PROPOSED - '-EOUIPMENT CABINETS \ PROPOSED BATTERY i- FUTURE MODULAR I - CABINET CELL CABINET N0. -_ -- _ r — PLANS PR PAR 6) . i I PROPOSED POWER/- TELCO CONNECTION ■ ■ ® ' I ~ PRo1=osED- s Architects - Engineers, P.^ - - PPC TREE ' L N3NWOOD,HWATR98036 ' SUITE K � PROPOSED -~- - I PHONE: (425) 670-8651 PROPOSED CONC. -- -�ALUMNJM SKID i e®��1E�` _PROPOSED �O I I KD FAX: (415) 712' 0846 -- j PAD \ I E Ems ' •• ° DUAL ALUMINUM --_--- ICONSULTANT, - -'- � -- EQUIPMENT SKID I - 11 a, L PROPOSED CONC. PAD 9 _g 5 -� PROPOSED EQUIPMENT-NORTHEAST ELEVATION 34"1-0" 6 PROPOSED EQUIPMENT-SOUTHEAST ELEVATION 3/4"1'-0" A Y: HK AF PROPOSED SERVICE-- PROPOSED MODULAR -� PROPOSED SERVICE PROPOSED SERVICE LIGrIT �\ CELL CABNET NO 1 \ LIGHT C'.1C JMG EJC __ __`_ .... --•__ LIGHT PROPOSED GPS---� �-. ��\ . FUTURE MODULAR \ /-PROPOSED BATTERY LICENSURE:c R — -'— � CELL CABINET N0. 2\\. \,� - - CABINET �--, PROPOSED i ---� __ -- EOUIPMENT ;'-PROPOSED I CABINETS I PPC TREE ` u `D � `_� —SHEET TITLE: n S PI?(jPOSELI E Q U I P M E N T E L EVAT i O N c PROPOSED o - At UMINUM S1,0t) I CIONC PAT) `\ i «, r- SHEET NUME3ER: �REVISI0 ' PA[1 ' F'k+.!i't: ;LL+ DUAL. AL.1JMIr46M I EOUIPFAE":T Sr,ID I PROFUSED SINGLE ALUMINUM SKID Ll 17, IL 7 PROPOSED E Q U I F'loll E N T-SOUTHWEST ELEVATION — SCALE: SCALE 8 PROPOSED EQUIPMENT-NORTHWEST ELEVATION SCALE: /a"-, " + 3 -0 I 3!4" ,' 0" _ .-_------.___.__...._.__---.-.-__-_._-.______.____---__-__.____ _._.-----._._--_ ___--. --------._._.___-___.. i•trctr>;c rtwy I,!,nu 111JP')004-()(606 7 of 15 ..+b. ..-..."."..-. ,.,... ......a..pi•.,m,a..or ....a...:.,..- _. ., .. .. ._. ......y.._w.+.....r..,.-.,...• .,. . ...., ,,..,.,..,.-..•nTr'wlTwna'Yw.MM.^..... ..."«..•.Ry,.v.a., rrw....rrr..nr+'pf.e.lwx;..v.m. w,np•1,,;, ,W,. ..•{,mac .-...--...... ......,... ._. _ ....,,..-.n... �., - _.... _ ..,eve_ s,^. , 1.i4laiA itdrJ?"qN,11DIYliNikA4.+19{�fNgOYIL�.NYfivf-nY7dux �.n I I 7417� ,n111u1 I nllul lll,Iltll{ 111111111illlllil+LEGIBILITY STRIP0 I 3 5 Q IIO 1�I 112 1�3 114 1�9 117 �I IVmm"ICM 8 19 20 21 22 23 24 2!5 28 c7 26 29 30 1 . r. i 1.1 , ! I I 1 ! 1 r" i I 1 d� 1 f r. lr r S , - , r - .. a a �>fl �"{ t'. n r, _ . . ,. :.r ..- .,- ., . ;n ,.•r, n,'rAa�lMti.'uvrc, � �A ,1�'4 ..${'yn'1.....:. '��;+'�,'1',�...,�.'•. . - .. ,.. ... ,.. .., ,..... k ,. . . Bks,Y..Me.kx..,ta `�fPk.... .. `d!' !" .��. '�`k ,. .,"�,11��1 t r . 1 M 10'-0 U(. MAx NOTES CABLE SUPPORT POSTS TU BE14 CHANNEL 3'-0" HIGH FOR LATTICE AND I I %'� DEPTH) Sprin GUYED TOWERS AND 4'-0" _ -- - - -- I - -- GALV. STEEL GRIT TOP RAIL HIGH FOR MONOPOLES. ___ - j am- STRUT R. I CONNECT EACH SUPPORT LEG + / -T- SAFTEY GRATING I UNE POST i TO GROUND RUNS PER ! ! I I I I �pflnl NL`, 1/- OD GROUNDING DETAILS Ifi STO PIPE • • • • c c I I WEATHEk CAPS (?I'P EA 1 1 •------- - 1 1 AND SPEC1 A4683 CHABOT DRIVE, SUITE 100 CORNER, END OR PULL -- - --._ DIAGONAL ROD WITH I I POST) SEE FENCING .,PEC_POST (4"DIA OD STANDARD TURNBUCKLE (TYP.) ALL STEEL PLATES BOLTS, II + IIPLEASANTON, CA 94588 TENSION , r"BOTTOM �''' PIPE) UNO PIPES OR Or'-iER COMPONENTSBRACE RAIL TO BE DIPPED HOT GALVANIZED ! I 3/8" U BOLT, ® EA. LEG J i WIRf TYPICALAND CONFORM W,/ THE STANDARD I I 9 3 5/8" GALV. STEEL PIPE II ! ! I I'R T INFORMATION: = i ELEVATION _ SPECS I I I I = STRETCHER BAR----- - FENCE SPEC , . . . I I 1 1 j � 4'-0" O.C. MAX '• .. I 1 1 " `A ' k PROVIDE CABLE SUPPORT SPACING 1 I ! ! of I ! I ! I H WY 99/ GAAR D E ST i -. I I EVERY3'-0". I I I I ! I + ! P063XCO02A I II II � �------ TOP OF FABRIC .- r� ' , GRIP STRUT TO TERMINATE I ! ! I 1 � PLANT OR I I 3680 SW PACIFIC HIGHWAY' (99W) _—_. 2" FROM VERTICAL PORTION i I _-U„ II'I I ! I ! FACILITY SIDE OF THE A-BOX AND 2" FROM TIGARD, OR 97223 THE NEAREST PLANE OF I - --- -_ I I WASHINGTON COUNTY x PROJECT ABOVE I i TOWER CABLE ,EXCEPT ON GROUND AND SLOPE li II � ! I II �& c� 1 I) r+ ;I ALL AROUND (TYP) I i I• MONOPOLES WHERE GRIP ! ! (� i RR h T I AT L) L�1 STRUT SHALL BE EXTENDED FIN GRADE. AS SHOWN III COVER THE TOP LIP OF ! I I ! r 4 04/ 21 /X2004 - -1--- - THE PORTAL. I I I I � I + ! I ! �J ArAVE:GUIDE BRIDGE WILL BE II I ISSUED F R r I I 1 SUPPLIED BY CONTRACTOR _� o -'U MIN I -� - POST G.D. + 9' ! _ I C, 0 N S T R U C T I 0 �J ,'_ _ T . 12' MIN TYPICAL ECTION I----�-- REV.:--DATE: DESCRIPTION--BY: SCALE - -T SCALE: SCALE: I ; 1 CHAIN LINK FENCE DETAILIN.T-S. 2 CHAIN LINK CORNER r NJ.S. 3 VVAVEGUIDE BRIDGE DETAIL N.T.S. EMS MODEL , NUMBER RR65 (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) ___- I R--02DPL" - - -- i GATE POST. CORNER, END OR PULL POST 2 1/2 NOMINAL (2.875" O.D.) i SECTORS A & C I SCHEDULE 40 PIPE 5.79 LBS/UN FOOT FOR GATE WIDTHS UP THRU 6 FEET GATE POST GATE POST OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083 1'?'-O" MIN LINE DOST: 2" (2.375" OD) SCHEDULE 40 PIPE. 3.65 LBS/LIN FOOT PER CLR OPNG ASTM-F"1.083. I 3 GATE FRAME- 1 112 " ( 1 875" OD) PIPE, 2.72 LBS/LIN f OOT PER f .. .._..___ _ ASTM-F 1083. 4. TOP RAIL & BRACE RAIL 1 1/2 (1.875" OD) PIPE, 2 72 LBS/LIN FOOT PLAN' R=PAR i . 1 !� PER ASTM---F]083 - I ( II 5. FABRIC: 12 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392. ,ATE LATCH 6' WIDE I w� I� os • H/ LOCI< GATE (TYP) I 6 TIE WIRE MINIMUM 1 1 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE ---- - _ WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24" INTERVAL`,. I I ! I TENSIION WIRE: 7 GA. GALVANIZED S'.LLL. I Architects — Engineers, P C 8. BARBED WIRE DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO !HATCH 4630 200TH STREET SW, SUITE K " LYNNWOOD, WA 98036 WITH FABRIC 14 GA, 4 PT BARBS SPACED ON APPROXIMATELY 5" CENTERS. PHONE (425) 670-865 I �BI_TTOM UI 9. GATE. LATCH: 1 -- 3/8 " O.D PLUNGER ROD W/ MUSHROOM TYPE CATCH I fi(DC FAX: (425)'712-0846 j AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. L PROPOSED PLATFORM CONSULTANT: NOTE: tO. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE SEE NOTES ON DIETAIL 10. COMPLIED IF REQUIRED. ' 11. HEIGHT = 6' VERTICAL + C BARBED WIRE VERTICAL. DIMENSION. r - SIX FROW 4 r CHAIN LINK GATE DETAIL - s N.T.S. 5 CHAIN -LINK NOTES --- - ------ - SCALE: C ANTENNA DETAILSCALE: 7 NOT USED SCALE: .T.S. N.T.S. � 1"=t'-0" N.T.S. I NUMBER RR90- 17-02DPL2 DRAWNY HK.. =APV.•=- SECTOR B C.1C JM(-, E.JC SITE WORK LICENSURE: ` ',, FOR EQUIPMENT ALL SITE WORM SHALL BE A, INDICATED ON THE DRAWINGS AND � I LAYOUT SEE 1 STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. ( r,, DETAIL 4 ON A 2 �� RUBBISH, STUMPS, DEBRIS. STICKS, STONES AND OTHER REFUSE SHALL BE I REMOVED FROM THE SITE AND DISPOSED OF LEGALLY'. 3. THE SITE SHALT. BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS A J �- - 4 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. 112" R TIP —� PLAN J' FROZEN MATERIALS, SNOW UR ICE SHALL NOT BE PLACED IN ANY FILL OR GRAVEL --- /` H4 REBAR 0 12" O.C.(GRID PATTEPh EM8ANk.MENT (o fWHEFE SHOWN 5 THE SUBC.RADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM 1 �1N FLANS) -TO MATCH �---�- GRADE PRIOR TO THE CRUSHED STONE APPLICATION. I \ -- 2OR GRADE -SHEET TITLE-- --' ----- -I I 5 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES j r WHERE ENCOUNTERED IN THE WO+Rk, SHALL BE PROTECTED AT ALL 11MES, I 00 ►: % AND WHERE REQUIRED FOR THE PROPER FXE UTION OF THE ;NURk., SHALL BE 6" _ RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED F?r tHr. CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR i DETAILS � UTILITIES. CONTRACTOR SHALL PROVIDE SAFET'r TRAINING FOR THE I 1'-6" � WORKING CREW. YN. 7 ALL EXISTING INACTIVE SEWER, WATER, GA;, ELECTRIC AND OTHER UTILITIES, I i � •--COMPACTED SOIL TO MIN 95% MODIFIED WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED �I MAX DENSITY VER ASTM D1557 METHOD D i AND ';HALL BE CAPED, PLUGGED OR OTHER"SE DISCONTINUED AT POINTS I (70 BE VERIFIED WITH SITE SPECIFIC SUIT_ _.. _ r,HEET NUMBS r REVISION:-- TO THE APPROVAL OF ENGINEERING j- t-- SECTION A—A' NOTES j 140T 1 OVERED BY THE BUIL.DINC., DRIVEWAY OR (RUSHED STONE, SHALL BE 3" g - 1. FOR CONCRETE NOTES SEE DETAIL 2/A�7 GRAOED TO A UNIFORM SLOPE:, FERTILIZED. SEEDED, AND COVERED WITH - --- 2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. WITH 100 PERCENT PASSING 1 INCH SINE FM ROMETM 8 NOT USED SCALE 9 STANDARD CIVIL NOTES SALE - 10T ANTENNA DETAIL � SCALE - 11 CAST-IN-PLACE SLAB DETAIL � SCALE: N.r.S. 7 N.T.S. 1'=1' N.T.S. _ 1 12 4 I I . 141 IP2004-110606 K (Ir 15 n 'i' rr.. . , •riori 1+F. q ,,,.. ..,.ro.....,...._...., ......x,.,.«pyAMA'MyrRArrr••...K•.e,. _ m .vn^a,. , w..... m-. ... -- ,.,.r+. ,SL_A,O.OPYgrylr', ..._, ".a.. 1,. rw�. +etrrr.."....•,.•r.�..w...n....,._:+_...r•�.�w.....,... +nMr......,..,.... n. - ..•.. - .-v. nP.F, I i I' :I I :'I i :I IM7Y rAlrtilNllPn 4an94r:" ' •.rr1 ,: ,' � � �.,,{. I (. li. 1.. �� II ,Ili ., ' ( I I i ;illl�l'` III !! i;1 IIII�;I i iiNllill'Hilllill i11f 1111 1; I ,III 1!II f191 iltl ,III 111' {I tit ,111 ii I I ! ! + LECiN�II.RY STRIP 7 Io 1 , I'z 13 I Q IIs 1�y Iii 11� 21aII ala_ 213 214 zi� 28 2'7 28 29 3v IOmmal,m A • �J 1 I � kQN1 p IOL �i I I • I 1 I , 1 I I . .. h ,, .n. .. .,.. �..`. , � YA k."°a�"l'n1PerA,*m+lirr•ay�leec• Iy `A+'.aan 1171C!M,rNnm++vw^.,..• I , )i ,p, S•i . - , a, wl r t; 'i'K >`+n....... , 1w-'rYi a-.•+_ M, ',E?,1! ,eti " :.: �1. .; t�' ,,, .. • • ftp ,, ... .-YS,1 .. n r„ F , • ♦ . - ). Ili 4::-t"-Tr Ti'P _ - T H - � I" D►A kG5 CONDO! WIT - • BEND AS SHOWN i — GPS MOUNTING PLATE - I � to I (SHOWN FOR REFERENCE ONLI) 5" 5" Int-- PPC MINI -- _- Sprint PCS `..® EMT L- - -- -- — — I CABINET -------- I 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 l r* I I NOTES: --------------CONDUIT STRAP WITH SELL � I WIRING AND LIGHT 0 O 0 - i. TAPPING SCREWS TYPICAL o o SOCKET SHALL 8E PE (TYPICAL) ._ — _..,) PROJECT INFORMATION: DRAWINGS D W NGS 0 ELECTRICAL_ — — HWY 99 GAARDE :,T =p 2 NEW LIGHT NOT TO t � � - ! BE ATTACHED TO SWITCH AND RECEPTACLE - EOUIPMENT CABINET IN COMBINATION IN SINGLE r'. _ _—_ „ - ANv GANG FS BOx WITH I" �-- T55x2X 1/4" TrrP '— — WAI � '. N TOP AN[) BOTTOM — —i//4'• CAP PLATE � � TOP do BOTTOM P 0 6 3 X C 0 0 2 A UBS b :.f (W) SLAB SEAL WELD " y 13680 SW PACIFIC HIGHWAY (99W) I WALLMOUNTED `' TIGARD, OR 97223 DUPLE: WEATHERPROOF COVER POWR OuN ED 11 WASHINGTON TY i I + � � G ) _ OLIN PROTECTION = ca� � I CABINET � I I -� .--TSaxax 1/�" CURRENT ISSUE i A (REF, EVERGOOL, I ' 3/4.0 CRUSHED STONE OVEN 4" THICKNES`_ \, vl c _ INC. 40 MIL WEED BARR..R, ExTEND A --------_ _�._ � OF GRAVEL � 1 � HSS 3.3><1/a ON PPL OR FART NO EILAS. I I i "' I I I MINIMUM OF 1'-0" BEY014D FENCING W � HS STAND ALONE (SEE PLAN) SHEET O) I � 04 / 21 / 2- 004 / oG Ir i I .3/8" THK. BASE PLATE W,, I + I 1/2"0 HOLE FOP IS50M FOR: cK .i FOUR (4) 1/2" ExP I I I I I� W/S•,o 1 H2O OVERSIZE •° BOLT ANCHORS MIN 3" EMBED I / PLACES WASHES. TYP. (7) C O N c T R U C T I O N ScALE: —�- — SCALE: I ) 1 GRAVEL FINISH AT GRADE N.Y.S. 2 SERVICE LIGHT N.T.S. II I = R := AT RIPTI - _� L4x5x 1/4'•\•PERECTICIN . • I I # AID SFAT U I ` 1 5 11, I 1//2"0 VENT HOLE I- - - - - - - -.. AS SHOWN ON PLANS t —. - ------._— -... CJ ASPHALT Ir PAVEMENT MIN 8" 95% MATCH (MATCH COMPACTED EXISTING _ EXISTING) ROAD BASE GRADE I I 1=1TIwjl hIlJ .. ,, I T . _ I`i 11= 41II�i 1_I I_ f I 11- _ , I I ILII - ��- -h..-. j,.i. - CONCRETE - •- LP A PR PAF' lil-I 11 I I I 11 I 9 25" CAISSON --I i�1 ;;.��=-L►_-1 i I� I I_I i 1�I�1=1 I r 1 =1 I �I I i-i I i-i I ii-i I loll! J i�I I_• I►-1 t 1=141 f,{.li1 _-_--1--_-;f 11;f f�_T1111 _I ,I I►1;I i -I 11__�I ►,�I I I--I 11= s �- _ 1-111 vl W i EXISTING GROUND (41 eta EO. SPACED ASPHALT PAVING ANO REFER TO PLAN I a� BA5E THICKNESSES: ® � MATCH EXISTING PAVING THICKNESS FOR BASE AND WEARCOAT - PROVIDE 8" MIN COMPACTED N - _ I I � . I Architects - Engineers, P.C. ROAD BASE of(I _#5 TIES 0 18" O.0 Sol I I 4630 200TH STREET SW, SUI'E ►; 1 E 36 W ?LI I - PHON�25)A67088651 0 FOOTING DESIGN BASED — ,n -_ K[)C FAX: (425) 712-0846 ON 1OOMPH WIND AND UBC r CLASS 4 SOIL Cts BETTER TA I (UBC TABLE 18- 1-A) i l KE AR PLAN_��TI N _ — _ SCALE: , SCALE: 3 RSPHAL i PARKING DETAIL CAL 4 PPC CABINET MOUNTING/CAISSION FOUNDATION — _ - ---- -- -------- N.T.S. R�.' K - - P —_ E' i C,1C Jr,�G EJC I ENSURE: - -- w FINISHED PARKING LOT GRADE r i __ NOT f -� #/:_ Ir� 1 SUBGRADF SHALL BE AT 95% PROCTOR DENSITY FOR THE FIRST !� - � 6 INCHES OF DEPTH SHEET TITLE: fd SELECT COMPACTED CRUSHED BASE ExF'AtJS10N JOINTS OF 1/2" MASTIC MATERIAL SHALL, BE PLACED AT THE FOLLOWING LOCATIONS P.C.S AND P.T.S OF CURBS, C.RADEBPEAKS, CURB TURNS AT CORNERS AND FOUR FEET EACH SIDE OF DRAINAGE STRUCTURES. * �, +►---- �-- ' 3 Ci)NTRAT;ON JOINTS SHALL BE PLACED AT EVERY 10 FEET OF DETAILS (URB LENGTH AND SHALL HAVE A TROWEL DEPTH OF NOT LESS THAN 3/4 OF AN INCH. AG- I�� SHEET N1.1N1DE.`? _ '?�Il� �� . 6• (IF �)08(;RADE 8" 9s,% PROCTOR DENSITY TYPE 'B" 1 r i1P6 - -- ----- - —_— SCALES_- -- - - - � -- ---------- ---- --SCALE I ��l!�� I 5 CURB DETAIL -SNrs 7 NOT USED N.TS 8 NOT USE NT.S C llac111C BL11'2004-(X)606 9 of 15 , - _...,......,y,,.Y,,....r..,,....«..._ _ .:.._.. SrM.-z�+. -_..-+ ... .. .__.-_... .. .. ,. .. ,, _....x..._...... ..w.w..,•a,....w."«,..._ .+,.�.AMM.+•.ww...r........-..... ... .....-. vr+MR'M�.w�.�r.^n,.,,...:,�.r m.�(,y. _ ' ;' i ,..a,Fe .sk�YMJ1.i.u+WWi,`Y�i1YG4aufw6aa-.� .,u ,�':.v+J.r.r:;iwiNl�tW9'r.�;v�n'i7GM "x�t,::•;xs.�/i.'411f+y;LG'„IJCt't'' 'ha, aw ,.: Iii 'F",.,.w, , 1 ., ., II'llli (lff I111'llll Ilfl 11 I IIII .oP 1 i , I Cm� I I I I I ! 1 ufj),11 I II ilii (i1I1111 !1!r 1,rf ltll il: ' IdP UU II11 Oltl I;; ilil II;'• III Til I IU i i I 1 1 I 11 i °' I+IG VI I I !Il li ('llli<<I ' i �,, �I Q 4 1 I 1 off l f l y 10*01 a? t�a 11 1�4 I�fi 17 I�f� 19 20I 22 2�3 24 25 28 2�7 �'3 24? 30 t • r , : i., 1 iii .; . .-.. ,_.,'� .: . ... ..... '..., __.! • AU "ail'>. :. . nXF..Na..I ..11 ..�.AN AT .O...FR�'.,...1' .,,yam.". ,- - li ,,.. ...-✓ -,. 4. +4«;,.,F.=fnG,+,+'�!%dl+,yM �,rt fF,h,••'.+',M..!?/'. '.b'fi y}A-�F '.gM ' 'r�.T'O .. -, .:. ,.• :, ..- .;.r f -w• ,�:.,. ,.e >.�,r: ."...,;r!'t,'.. .. '}7?1Gk",#''_'�Y ,. ..w M:�4iV•+Mr `t� -. '." .. ,e �li ,. �pd,l t,al.,q,...:y'}M1'�"+yy,'-.ry;sAy"µ ,.. ,r „.+.,.d,?:',Ovu <<..:r...w�.rr�J:!x.' 'r., rlMhYr,a,:.l..'�F.: �cK;IS-{ �rWig, 9H;, '4 s •'!f4F1!L�I?'n'l �' :, ' ,. : t r, ,Try 9/1'-"0 . 1 1/4" 4.51 26 77 4 9/16"0 1 1/4" • SLOTTED H0113 (TYPICAL) -'- ----' '+~ '� SLOTTED HOLES (TYPICAL) PER ATTACHMENTSKID DETAIAT L I ' h 77 -`� 4.51 PER ATTACHMENT DETAIL ' '- ! __--.-----------._-. ___-_.- _ SKID ATTACHMENT AT SLAB b 33 1 1.82 1 81 I I r_. �3 - - ! 3 6.33 9/16"0 . 1 1/4" __- - __ _ __ _ _ 1 9/16"0 x 1 1/4" ` _-__--___-- - _ - - -- Sprint Pl,,) SLOTTED HOLES (TYPICAL) SLOTTED HOLES (TYPICAL) EQUIPUENT ATTACHMENT TO EQUIPMENT ATTACHMENT TO SKID PER MFR SPECS SKID PER MFR. SPECS 4683 CHABOT DRIVE, SUITE 100 i PLEASANTON, CA 94588 PR T INFORMATION: =- fi =T= HWY 99/ GA DE S II II II " P063XCO02A IT TI II II t II I! II I MAXIMUM CABitWEIGH 13680 SW PACIFIC HIGHWAr (99W) II i ( I II II I I I fl - TIGARD, OR 97223 II II II / II MODULAR CELL 4.0 - 16151bs 35.4"x40"x72"H WNG BATTERY CABINET 20261bs 35.4"x35.8",,70.9"H WASHINGTON COUNTY t SINGLE CABINET-/ !! „ II -'�SNG BATTERY CABINET--/// MODULAR CELL 3.0-/ �I WNG24 POWER CABINET = 2894lbs 35.4%35.8%70.9"H CURRENT _- r r (MODULAR CELL 4.0) II , - ., 1 I AT ` ' II (WNG BATTERY CABINET) II !WNG24 POWER CABINET) II II ' II 04/ ?WEIGHT 1 / 2004 II I 1161151113SI it I II I I 11 I I II ISSUED FOR: II II I II CONSTRUCTION 1 CABINET CONNECTION-, • -- - - TO SKID PER MFR. EUUI MENT � R AT F I r;�" ••, E. 33 23.13 j3 ' 6 33 23 13 12.70 23.13 6 33 /-CABINET PEk= •- I _- SPECIFICATIONS (TYP) rte_^ PLANLIED FOR - • U4 I1,� , ru.d 4 51 26.77 4 51 4.51 :.'6,77 9.06 26.77 4.51 v I v 35.80,- - --- --- -_ _- - 71.63 ------ -------- I ! f UI_U f u 35.80 71.63 • ° • r -- - -------- - - - REFER TO - ANCHOR I.JTI (Tv'P) --- a Cu PROPOSED EOUIPMENT-- '� 'Q SLAB PFP PLAN TYPI(,.,AL SINGLE CABINS T SKID ANCHOR NOTE 1/2"m THREADED RODS EMBEDDED 3" (MIN.) INTO CONCRETE M O E) CELL 4.0 / WNG BATT. CABINET / MOD CELL 4.0 AND WNG BATTERY SLAB SECURED WITH HILTI HY 150 INJECTION ADHESIVE ANCHOR - �P A - PREPARED Y: � � m WNG24 POWER CABINET DUAL ALUMINUM EQUIPMENT SKID MOD CELL 4.0 CABINET ANCHOR DETAIL 1 EQUIPMENT SKID LAYOUT SCALE: Ud M N I I GENERAL STRUCTUKAL NOTE': 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL OMNi I Architects - Engineers, P.C. +.1. DIMENSIONS SHALL TAKE PRECEDENCE OVEF SCALES SHOWN ON DRAWINGS, UNLESS SHOWN OTHERWISE ON DRAWINGS: 4630 200TH STREET Sw, SUITE: WHERE: A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED THE DETAIL >HALL moll � LYNNMt00�, WA 98036 HE THE SAME AS FOR OTHER SIMILAR WORK. 1CONRETE CAT AGAINST EARTH ...............r. .......3 IN. 0. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. r K� P►+oNE: (42s) 67o e6s1 FAX: (425) 712-0846 NOTE.) AND OEFAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 11 . ALL ITEMS REMOVED DURING CON`�TRUCTION WORK (I.E., bRYWALL, PLYWOOD, CONCRETE EXPOSED TO EARTH OR WEATHER: T T - NOTES, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. #6 AND LARGER 2 #5 AND SMALLER & WWF......................... 1 - 1/2 IN, 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISI: SLAB AND WALL ........... .... .........3/4 IN. NOTED. CONTRACTOR SHALL. OBTAIN PRIOR APPROVAL FOR INSTALLATION OF A. THE SPECIAL_ INSPECTOR SHALL BE UNDER THE SUPERVISION OF A BEAMS AND COLUMNS ....... ......... 1 - 1/2 IN. ANY ADDITIONAL. PIPES, DUCTS, ETC. REGISTERED PROFESS.ONAL ENGINEER. 5. A CtIAMFER 3/4" SHALL BE PROVIDED AT ALL EXPO1_7ED EDGES OF CONCRETE U.N,O. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Rr SK INSIBiLITY B. THE SPECIAL INSPECTOR SHALT_ FURNISH INSPECTION REPORTS TO THE IN Al CORDANCE WITH ACI 301 SECTION 4.2.4. FOR JOB SITE CONDITIONS DURING, THE COURSE OF CONSTRUCTION OF THIS PROJECT THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES RA F3Y: HK •= A INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL SHALL •BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 6. HOLES TO RECEIVE EXPANSiON/WEDGE ANCHORS SHALI_ BE 1/8" LARGER IN DIAMETER __r APPLY CONTINUOUSLY AND NOT BF LIMITED TO NORMAL WORKING HCIURS; AND THAT CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY" AND THAN THE ANCHOR BOLT, DOWEL OR POD AND SHALL CONFORM TO MANUFACTURER'S CJC JMG EJC THE CONTRACTOR SHALL DEFFNi , iNDEMNIFY AND HOLD SPRINT AND THE .ARCHITECT/ENGINEER THE BUILDING OFFICIAL. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH AND AVOID CUTTING EXISTING REBAR WHEN GRILLING HOLES IN ELEVATED CONCRETE SLABS. I, I N THE PERFORMANCE OF WORK ON THIS PRC IECT, EXCEPTING FOR LIABILITY ARISING �f FROM THE SOLE NFrLIGENC,E OF SPRINT OR THE ARCHITECT/ENGINEER. (: . THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY 7. USE AND INSTALLATI(:)N OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORD; MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 5 THE CONTRACT DPAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE j. r 8. FLOAT SURFACE SHALI_ BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF THEY DO NOT INDICATE THE ME i n00 OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE ALL. OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN 1'. ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS WOP.KMANSMIP PROVISIONS OF THE UNIFORM BUILDING CODE. c - DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE', BUT T SURFACE FLATNE.,S SHALL BE t 1 / 16" PER YARD. O NO BE LIMITED TO j �T BRACING, SHORING FOR LOA 15 UUE TO CON`�TRUCTION EQUIPMENT, TEMPORARY D. COMPLY WITH ALL CITY SPECIAL INSPECTIOI' REQUIREMENTS I � � )TRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE STANDARD STRUCTURAL STEEL NOTES: SHEET TITLE:-SITE BY THE ARC HII I ECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. GENERAL CONCRETE NOTES: 1 . ALL METAL WrRK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM Sr,'EC;IFICA"IONS NOTED ON THE: DRAWINGS SHALL BE OF THE. LATEST REVISION. -� _ ASTM A36 UNLESS ^NOTED OTHERWISE. 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 -89, ACI 318- 95 STRUCTURAL TUBING MEMBERS SHALL CONFORM T(1 ASTM ASUO" GRADE A OR A501 , DETAILS )NSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR AND THE SPECIFICATION FOR `AST--IN-PLACE CONCRETE. ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL ADEQUAIE SHORING/BRACING WHERE STRUCTURE HAS NOT /",TTAINED DESIGN STRENGTH. 2r ALL CONCRETE SHALL HAVE A MINIMt.1t,1 COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 CONFORM TO AISC AND AWS D1 . 1 , WHERE FILLET WELD SIZES ARE NOT SHOWN, DAYS UNLESS NOTFD OTHERWISE. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN TH! AISC "MANUAL OF STCEL 8. IT SHALL BE THE REyPONSIBILITY OF THE- CONTRACTOR TO LOCATE ALL EXISTING CONSTRUCTION", 9TH EDITION. SHEET NUMBEF '---------=REVISIQIlj U11I.I1IES WHETHER (SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE-. .3 REINFORCING :JfEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS THE CONTRACTOR SHAt.L HEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN NOTED OTHERWISE. WELDED WIRE FABRIC SHALL. CONFORM TO ASTM A 185 WELDED S1►EL 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A3':"+ BOLTS %.7.4%IUNCTION WITH THE PRCSEC UTION OF 711S WORK. WIRE FABRIC: UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOK; SHALL BE (3/4" DIA.) AND SHALL HAVE A MINIMUM OF' TWO MIS U N.O. STANDARD UNLESS NOT'--D OTHERWISE. 5. NON--STRUCTURAL COrINECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5,/8"" DIA. GALVANIL-'En ASTM A307 BIT( TS 1 ► "d r) _ SCALE, G + 2 GENERAL STRUCTURAL NOTES , ,�"","-0"' � 12405 R I I P2004-I 0,61 6 10 of 15 11....:1, . I1,. . I IrA,, _. II !,.wrdW.5reMlluuwSNUVu� YFA"MMMIMYIMI.IR ljfl! hIII>IxWILI I!I.l1�111+13Vu !I! iNilm, 1170 1 l 1111 II1!II+R..I-L.L.!11111!?!I5!!!,Illl2l�fLEC1@ILTY STRIP Om Io I ! 1 13 a t1't2a1 2'a 22aTomei CM l.lMlimel!.2I.I Awe71 2. )k7 3 2's oho tY "ON i a IOL �" .. I .. " ' lf`�^''�1�'�,� �+�d ,l. r ,. ! IJ"fa��7M•T 41:4�-��.� n� " k{a"�.nl1�M!SII!r!4!^w1R"�3"`ti•„ae.r,w,e+ ..,.arne.i... .m,,, .11l+ f ILE 77 MEN -r s , 4 l . r^+. --,jyv'...,'G4'W".I: 1,.y.=;� . ", E.;;. ..,.. �'R,?a .I�{7W!+9�A! r •� 'T7- �U,� k'.T,P�'�+T"., "'';�' t I F RAILING PER DETAIL 2 THIS SHEET UNITS SHALL BE KEYSTONE A**rin to COMPAC UNIT, TYP ' a C - FINISH GRADE • ' a. . • •' , KEYSTONE 4" CAP UNIT-,� - T _ FENCE E OR RAILING J t - Sprint PCS M►RAGR►p xTS+ (TYP 1 � EEL. 468? CHABOT DRIVE, SUITE 100 I 1 PLEASANTON, CA x;!4588 64 / BAC I. FILL —PR T IPF RMATIi!t�:— / FINISHED GRADE- I KEYSTONE 4" CAP UNIT 1 � z NON—SHRINK SHRIPJK GROUT :� H WY 99 // GAA,R D E ST I 141 m -- E (STING GRADE FUST IN PLACE o 0 r" VARIES Q o ° Q PC163XCO02A UNIT CI)RE F"Il 1 / ( _ / 13680 SW PACIFIC HIGHWAY ( 3914) i - 'r tC L. ORLIS;,.-1k v p �� p TIGARDr OR 97223 J w E,'STONE COMPAC UNi , 1b WASHINGTON COUNTY I RR 1 I AT •_ CRUSHED STONE LEVELING Pao � - -- �Mpa_PLAN 0 42 1 � 2 o u �- ATYPICAL REINFORCED SE'CTIO'N FENCE SECTION & PLAN DETAIL COMPAC UN11 ��► +• 1 " MINIMI.IM kir HEAR VER T lr. AL_ '�E l BA( r rISSUED c R" CONSTRUCTION _J RE.�' RIPTI r` " Y:--, 6" CRUSHED ROCK BASE LEVELING; PAD NOTES: MINI CAP UNIT LEVELING PAD 1 . THE LEVELING PAD IS TO BE CONSIr.UCTED WIDTH: 18" L OF CRUSHED STONE. •DEPTH: 10" i HEIGHT. 8" 2. THE BASE FOUNDATION IS TO BE APPROVED *WEIGHT: 45 LBS BY THE SITE GEOTECHNICAL ENGINEER PRIOR I I — TO PLACEMENT OF THE LEVELING PAD COMPAC UNIT - - I' WIDTH: 8' K', •� — - , *DEPTH: 12' ELEVATION STEP - HEIGHT: °' i• —� 8' S E *WEIGHT: 85 LDS r. • L - ;fi 1I I_ '� f PLA,' , R PAk El I GEOGRID IS TO BE PLACED ON LEVEL I 1 �.- r �'" / • I1�-�I�._I I I�I I-• (_ �)I I-1 ( I BACKFILL AND EXTENDED OVER THE SLOPE CUT :y / -- UN;T FACE ISI I I I .I I i ){I-1 I {I FIBr RGLASS PINS. PLACE NExT UNIT. ST KEGA�D REOUIREDAND BACKFILL, �� r,� — 6" CRUSHED ROCK LEVELING PAD r TIC N ' I ■ ■ ArChitcCi� - Engineers, P C LEVELING PAD DETAIL GRID & PIN CONNECTION COMPAC UNITZE3ASE PAD ISOMETRIC VIEW Sol I I 4630 200TH STREET X SUITE 1 SCALE 1 - i '- ) LYNNW(W, WA 98036 *DIMENSIONS WEIGHT MA'i VARr BY REGION PHONE (425} 670-bFSI L_KDC FAX (425) -08+' I -rr1�1c TA - - 1 MATERIALS � INSTALLATION _ — t+SKNE UNITS LKCAVATION GEOGRID INSTALLATION A KEYSTONE WALL UNIT'S SHALL BE 'COMPAC' STYLE AND SHALL HAVE A A CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE A GEOGRID SHALL BE LAID AT THE PROPE', LLL-VATIONS AND ORIENTATION AS MINIMUM 48-DAY COMPRESSPA STRENGTH OF 3,000 PSI STANDARD CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB SHOWN ON THE CONSTRUCTION DRAWINGS OR a._ DIRECTED BY THE WEIGHT CONCRETE SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 8% EMBANKMENT AND FOINDATION MATERIALS BEYOND LINES SHOWN. ENGINEER. FIBERGLASS COI;:E-.'TING PINS FOUNDATION SOIL PREPARATION B CORRECT ORIENTATION (ROLL DIRECTION) Of THE GEOGRID SHALL BE VERIFIED A CONNECTING PINS `.,HAIL BE 1/2' DIAMETER THERMOSET ISOPTHALIC. �_ BY THE CONTRACTOR. POLYESTER RESIN-PUITRUDEO FIBERGLASS REINFORCEMENT RODS SUPPLIED A FOUNDATION SOIL SHALL BE EXCAVATED AS REQUIRED FOR LEVELING PAD C. THE GEOGRID SOIL REINFORCEMENT SHALL BE CONNECTED TO THE BY THE MANUFACTURER. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS, OR AS DIRECTED KEYSTONE WALL UNITS BY PLACING THE GEOGRIO OVER FIBERGLASS PINS By THE ENGINEER, AND LAYING THE GRID BACK TO THE FILL SIDE. KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE B. PROJECT GEOTECHNICAL ENGINEER SHAH OBSERVE AND APPROVE FOUNDATION DTHE GEOGRID SHALL BE ROILED TAUT TO ELIMINATE LOOSE A MATERIAL SHALL CONFORM TO ASTM 2339 AND SHALL BE SUPPLIED SOILS PRIOR TO PLACEMENT OF CRUSHED ROCK LEVELING PAD FOLDS AND PRETENSION THE REINFORCEMENT. STAKE OR SECURE BACK A l • -APV.:—, BY THE KEYSTONE. UNIT SUPPLIER. C OVER-EXCAVATED AREAS SHALL BF" BACKFILLED WITH APPROVED EDGE OF GEOGRID PRIOR TO AND DURING BACKFIL l AND COMPACTION GEOGRID COMPACTED BACKFILL MATERIAL FILL PLACEMENT C I SMG Ir ,- f A. GEOGRID SHALL BE MIRAFI MIRAGRID 5x1+ BASE LEVELING PAD A, BACKFILL MATERIAL. SHALL BE PLACED IN 8• LIFTS AND COMPACTED TO 95% l ULTIMATE WOE TENSILE STRENGTH PER ASTM 0 4549 = 3525 LAS/FT A LEVELING PAD MATERIALS SHALL BE PLACED UPQN APPROVED OF STANDARD PROCTOR DENSITY, AS DETERMINED IN ACCORDANCE WITHLICENSURE: ---- CRFEP REDUCED STRFNGTH PER ASTM 0 5262 = 2115 LBS/FT FOUNDATION AS SHOWN ON THE CONSTRUCTION DRAWINGS TO A MINIMUM ASTM 0698 THE INPLACE MOISTURE CONTENT SHALL NOT EXCEED THE r LONG TERM DESIGN STRENGTH PER C-RI-GG4 = 1701 LBS/FT THICKNESS OF 6" OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH .�� •�j� BASE LEVELING AND PAD MATERIAL B AGGREGATE MATERIAL SHALL BE COMPACTED TO PROVIDE A DENSF". LEVEL ASTM D698 AND BE NO LOWER THAN 29� BELOW OPTIMUM MOISTURE C A MATk►?IAL SHAH CONSIST OF CCACTED CRUSHED 5104E AS SHI)1YM SURFACE ON WHICH TO PLACE THE FIRST COURSE OF MODULAR UNI1S. CONTENT -� ON 'HE CONSTRUCTION DRAWING, COMPACTION SHALL BE TO 95% OF STANDARD PROCTOR DENSITY AS B. BACKFILL SHALL BE. PLACED, SPREAD AND COMPACTED IN SUCH A MANNER DET>RMINED IN ACCt7PDANCE WITH ASTM D698 THAT MINIMIZES THE DEVELOPMENT OF SLACK OR LOSS OF PRETENSION OFi9xvii-A ✓ �'� 047 FILL UNIT INSTALLATION THE GEOGRID. A. UNIT FILL `Hkt CONSIST ,)F CLEAN 1" MINUS CRUSHED STONE OR CkU�HEC A. THE FIRST COURSE OF CONCRETE MODULAR WALL UNITS SHALL BE CAREFULLY C ONLY HAND-OPERATED COMAPCTION EQUIPMENT SHALL 8E ALLOWED GRAVEL MEETWrG THE FOLLOWING GRADATION. PLACED ON THE BASE LEVELING PAD EACH UNIT SHALL BE CHECKED FOR WITHIN 3' OF THE BACK SURFACE OF THE KEYSTONE UNITS StEYEG I.EYEI AND ALIGNMENT D 8ACKFILL SHALL BE PLACED FROM THE WALL BACK TOWARDS THE lt � 1' 100 B UNIT, ARE PLACED SIDL BY SIDE FOR FULL LENGTH OF WALL ALIGNMENT EMBANKMENT TO ENSURE THAT THE GEOGRID REMAINS TAUT 3/4" 7`,-100 ALIGNMENT MAY BE DONE BY MEANS OF A STRING UNE OR OFFSET FROM E TRACKED CONSTRUCTION EQUIPMENT ;HAIL NOT BE OPERATED DIRECTLY ON SHEET NO 4 0-10 A BASE LIN'. THE GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6" IS REQUIRED PRIOR NO 50 0-5 f INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL VOIDS IN AND AROUND TC OPERATION OF LUCKED VEHICLES OVER THE C''-.I RID. TURNING OF REINFORCED BACKFILL THE. MODULAR UNITS WITH UNIT FILL MATMAI. TAMP OR ROD UNIT FILL TO TRACKED 4THICLES SHOULD BE KEPT TO A MINIMUM '0 PREVENT TRACKS A RE.!NFORCED BACKFILL MATERIAL" SHALL BF AS RECOMMENDED OY THE GEOTECHNICAL INSURE THAT ALL VOIDS ARE COMPLETELY FILLED. FROM DISPLACING THE FILL AND DAMA^ANG 'HE GEOGRID ENGINEER SEE GEOTECHNtCk REPORT NO 8-91M-12071-0 BY AGRA EARTH AND D SWEEP EXCESS MATERIAL FROM TOP OF UMTS AND INSTALL NEXT F RUBBER-TIRED EQUIPMENT MAY PATS OVER TyE GMAID REINFOh"EMENT KEYSTONE WALL ENviRa�VME.i.`T.AL DATED MARCH 4, 1998 (3AC,kf ILEA AND COMPACTED PRIORRIO PRo�PD1NTF TO NEXTFCQURSE. AHSLOW ��NEEDS, HESS THAN 10 MPH.) AVOID SUDDEN 6^AKING AIM ! p E TA I L S A P"J D 1`J 0 T E S , E "'ACE EACH SUBSEQUENT COURSE ENSURING THAT PINS PROTRUDE INTO CAP INSTALLATICIN AD,OINING COURSES A MINIMUM OF 1'. TWO PINS ARE REOUIRED PER A PLACE KEYSTONE CAP UNITS OVER PROJECTING PINS FROM UNITS UN'1 PULL EACH UNIT FORWARD, AWAY FROM THE FILLING ZONE, LOCKING 9ELOW PULL FORWARD TO SETBACK P(Y.4TION. BACKFILL AND COMPACT TO -'------- - AG dNS THE PINS IN THE PREVIOUS COURSE AND BACKFILL AS THE COURSE FINISHED GRADE WITH LOW PERMEABILITY SOIL SHEET P1 U M E� �- p E VI:_ ,' I! COMPLETED. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT, B PROVIDE PERMANENT MECHANICAL CONNECTION TO WALL UNITS WITH � I UNIT COPE FILL. KEYSTONE KAPSEALTM CONSTRUCTION ADIaESUF APPLY ADHESIVE A ONt: CUBIC FOOT, MINIMUM, Of UNIT CORE FILL. SHALL BE USED FOR EACH TO TOP SURFACE OF UNIT BELOW AND PLACE C 0 UNIT INTO POSTION, SO'JARE FOOT OF WALL FACE. UNIT CORE FILL SHALL BE PLACED WoPIN CORES 1 0•. 9ETWFEN. AND BEHIND UNITS TO MEET TH; REQUIREMENT 1 , SCALE () 121 KEYSTONE BLOCK RETAINING WALL r _ - --- --- — racific 11Wy I M H[1 P2004-0(K►1 u, 11 of IS low _.:......,,�.»w .r,w►iw,+. .:.r.,rn,,.r...we,,.�.�wwrru a.,♦nw•,rrr.!+.arsw,�w.u...,,.rl�rra_.'a�•♦•.•e,.. .. '• + e, .. _, ,'tH1,• i .,::w•e.::r.ayU-:.�� .. �,. .. ....._.:__,..rn..w."........w�+Mrt'.. .,.".__,-....v...,y.._.y,-...,-_ -.._. .... .. __..-_....... .,.:...... +t.'.+M•!^, .. ne.wn+•jnr,nw .. ._._.-.-..._..._—:fi w _ .... .. .. ............".....� .....,vFw "Nwe,1..•,•. I,I,q,P mmim �•. ♦ -..,.•, iJ ;, ir• ,.,.:, i •,. .: :. , :. , ;., .. -:.., k>VMCCMY�"5. a' '$9t`;'f:i•'�.i i...a;r r , .;I .,;:Ili flr � ,rII i,l, I., . : + 1 4`I I t i,!fU IR 61111 ' j I 1'• • ; , �` `(t:'w .- '. ' • , .. :f it i1 I J!f ,I {/ Itts; . . I I •! ,.,11,1,11 ! d III 1 I { t H Iltl I II Ilii III 1, 1 Illiil Iililllll 1 , :1!= ' Il+ fit I .: . I:1 t!" it ! I; ` •+ ,I I+ ^ I I I I,l 1 I I 11 t -,... O 14 II! i'7 IE! 1� �O �I 2; 4 7 ,r 3 2 25 ?E3 2 I 8 .c9 '30 f } • _ -.. �1 1 1 b! �"' � j ` ` ,� Z Her... ty,O? . ;Si,I'� .fly J t ILSI i. 11's' I. :.�f i i1 `1 1 1. I. AI I ' rt 1 , I , I.I i, to rrl.t I t. •j.! ,I � 1 i.(7`�� .. a � I . r �7� , a p / k I f f ,f 1 A • LL A 8 i :r ,, _. .. ... ... ., ,. ..,,-:.. ., ..:..,':.....W :...:. .,,...,>. ..• .,.... ,,�.: „air,r ,.r. !Y,`hPa''�'iM,i''f�f•, er.M++P•iR etl4►t^h;•�.. �►?mY4�,,:�ogY,K N..F •,. .5. :,,�, ,..., '., .. 4 t` ;1 ,. 7717 or 6 r: y 71. PLANT SCHEDULE M sprin I SYMBOL BOTANICAL/COMMON NAME `>IZE/Ci_ MMEt�TS ! I rIkUBS @ -SMALL SHRUB SPECIES: Sprint PCS PHODODENDRON MACROPHYLLUM MIN 4' AT TIME OF PLANTING 463 CHABOT DRIVE, SUITE 100 f PLEASANTON, CA 94588 WESTERN RHODODENDRON PLANT AT 3'-0" O.0 TRIM BRANCHES & FOLIAGE BY 1/.r PRO 1 INFORMATION: - — I.O�Ir�OCOVER.. �.. _ -- j � j• WHILE RETAINING NATURAL SHAPE NU@U`.' CALYCINOiDES/ EMERALD CARPET 1 GAL CONT., PLANT 0 12" O.0 r-. - �,� HWY 99 / GAARDE 1 j P063XCOO/A 3" MIN. BARK MULCH 13680 SW PACIFIC HIGHWAY (99W) � TIGARp 22 3" TEMP- CONT EARTH SAUCER OR 97 3 WASHINGTON COUNTY • I - , FINISHED GRADE ! • USE A MAxIMUM OF TWO SPECIES PER GROUPING IN MASS GROUPINGS. --- CURRENT T I ATF •• USE ONE OF THESE TWO SPECIES THROUGHOUT. UNTIE do FOLD BACK BURLAP 1/3 BALL L_ HEIGHT SYNTHETIC BURLAP SHALL BE �> • CUMPLETELv REMOVED. 04/ Z- 1 / 2004 NOTE: ALL SPECIES SELECTED ARE DROUGHT TOLERANT AND DEMAND LOW • _ SCARIFY EDGES OF HOLE j WATER USAGE. `�;.: `. '� �' ` I, 6•' MIN TOPSOIL MIXTURE (SEE SPECS ) FOR: (" MIN. COMPACTED SOIL UNDER ROOT ��. BALL NOTE PROVIDE 4" OF SPECIFIED MULCH IN ` �.� LOOSEN HARD SUBSOIL AT BASE OF I� C � N S T R U C T I 0 N ALL PLANT BEDS HOLE WI'.H PICK L — R — A7 __--DESCRIPTION:`"RIPTI Y'--� j Ca 1 PLANT SCHEDULE SCALE 2 NOT USED SCALE: 3 TYPICAL. SHRUB PLANTING DETAIL SCALE: N.T.S. � N.T.S. N.T.S. f I EXISTING WESTERN / U i •-EXISTING, T-MOBILE RHODODENDRON }� / ' . L-UNTRALIOR SHALL UL RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH "RHODODENDRON i'� �(� 100'-0" HIGH STEEL ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK �./ MONOPOLE _.— MACROPHYLLUM" (T i C . - J OF 31±) �� r^ / /__� PLANS !=R ARE0Y:__ 1 2 CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTRUBING ANY EXISTING UTILITIES. IF ANY ARE ENCOUNTERED, CONTRACTOk IS TO j PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER. CONTRACTOR SHALL MAINTAIN AND WATEP PLANT MATERIAL UNTIL. �`' �-/ "` ��\\ I � r` � ■ , PROPOSED SPRINT OWNER'S FINAL ACCEPTANCE. `�� \ �f ...� �.../ �'-.. \�------' ♦ �\ GATED.. WIDE ACCESS 4 CONTRACTG,, SHALL 8E RESPONSIBLE FOR PROVIDING THE QUANTITY OF ,, �� PLANT MATERIAL REPRESENTED BY SYMBOLS ON THE DRAWING AND/OR / i--PROPOSED SPRINT S Architects - Engineers, P.( COMPUTING SPECIFIC QUANTITIES OF PLANTS UTILIZING EQUILATERAL "� ,� 3'-0" HIGH '�—PROPOSED SPRINT I 4630 100TH STREET SWr SUITE K TRIANGULAR SPACING PATTERN AT THE ON-CENTER DISTANCES SHOWN �f RETAINING WALL / 10'-0" WIDE ACCESS I � � � � � LYNNWOOD, WA 98016 � WHERE GROUNDCOVER ABUTS CURBING, SIGNS, WALKWAYS. OR POLES, ` � *\ GATE MINIMUM PLANTING DISTANCE SHALL BE 12" FROM CENTER OF PLANT TO � 'f" - PHONE: (415) 670-66�I CURBING, A K TMINIMUM P ANTINDISTANCES HALL BE 14" �� i E WALKS,S, E C. PLANTINGS ,\ \ + PROPOSED PRINT L rr f\ � I K®�V FAX: (425) 11?-0846 r ROM CENTER OF ALL TREES. .� / ,�. / 0 USED 5 r' T' 5. SUBGRADE TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR �. / 0 \ i,; 6'-0" HIGH CHAIN UNLESS OTHERWISE NOTED. ` LINK FENCE I 6 MIN. 4" DEPTH 5-WAY TOPSOIL (SEE SPECIFICATIONS) IN ALL LANDSCAPE AREAS, %"� ` '�, ;`-' � i INCLUDES BED AREAS, SOD LAWN & HYDROSEEDED AREAS. ` I EXISTING EMERALD— \ �J �\ "R I Mill. 2" DEPTH BARK MULCH I. ALL PLANTING BEDS. CARPET UBL S ! C:ALCrN01DE5" (tYP) i3. ALL PLANT MATERIAL AND GRASS AREAS SHALL BE FERTILIZED (SEE `�\` SPECIFICATIONS FOR TYPE AND APPLICATION RATE). / \ :� ALL PLANT MATERIALS SHALL. CONFORM TO AAN STANDARD FOR NURSERY EXISTING VINE MAPLE STOCK, LATEST EDITION, (TYFACERGFI IAtU►'" \� �J A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALT_ BE HEALTHY ) \ O _ REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND -"- (� `' 1 \ RSA BY:--CHK A SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL-BRANCHED, WELL-PROPORTIONED, AND HAVE A VIGOROUS, 0 ��; / CJC JMG EJC WELL -DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY PROPOSED — � UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF GROUNDCOVER TO i THE PROJECT 1.4ATCH ExISTING �` - ��a I N` R ---- B TREES, SHRUBS, GROUNDCOVER: QUANTITIES, SPECIES AND VARIETIES, SCHEDULE)To (� I SIZES ANL? CONDITION AS SHOWN ON PUNN i ING PLAN AND PLANT IST. SCHEDULE) PLANTS TO BE HEALTHY, VIGOROUS, WELL-FOLIATED WHEN IN LEAF \ �{ FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, ALL WEEDS AND WEED FROM THE ARCBTECTTIONS SHALL BE MADE WITHOUT \ 0 � n ,` 0 10. PLANT SHRUBS AND TREES A MINIMUM Of 36" FROM CURBS TO ALLOW PROPOSED SMALL--� �o: f 1� O` FOR CAR OVERHANG, UNLESS WHEELSTO°S ARE PROVIDECI. SHRUB SPECIES TO \�'� O 1 MATCH EXISTING �� FqS.� �`.�� \ _ 1 A. PROPERTY OWNER TO BE RESPONSIBLE FC < WATERING LANDSCAPING (REFER TO SCHEDULE) �� / 0 r� SHEET TITLE: MATERIAL. Fq 0 \� �" — 1 Wf:E NTNG, i RIMMING, AND OTHER LANDSCAPING MAINTENANI;E TO 14E \0' �. \\ �/ / O PERFORMI.D BY AWS DURING NORMAL. MONTHLY MAINTENANCE I n \\ h 4 / PROPOSED 5F'R NT 6' L N D S C A P E PLAN r I r C. WEEDS AND BLACKBERRIES TO DE REMOVED AT TIME OF PLANTING �, � "��) sir CC`NCRETE CI r' B PROPOSED LANDSCAPING. �� ' � � I AND NOTES 1 Z ASPHALT OVERt-'ANG IN PLANTING BEDS SHALL BE 6" OP LESS GENERAL CONTRACTOR RESPONSIBLE FOR CUTTING AN REMOVING AN`! x; T DE _ES� ASPHALT, 13 PROVIDE 8" MOW STRIP WHERE SOD IS ADJACENT TO BUILDING, BOARDED WITH ~`" '�"�� - ►-IEE' WOOD HEADER. I 14 PROVIDE 43,6" PRESSURE-TREATED HEADER BETWEEN PLANTING BEL AREAS AND \ "�.s- � �`� `p.. j LAWN, HYDROSEEDED AREAS. / 1 FLANT1NG NOTES SCALA: --- - _ -- ----- --_ _ __ ,. - --- .,; >I»r u�•� i 2405;x.. N.T.B. Iii 11'ZOQ4-II(If►ilh 1� nt 15 SA � ,... v+ ,,.::u ; -' ' N� iI1R .wrr+nwr'e.w7' .s.m«+..w.r.".wwer�Rep+RMI.^.w ,. ..w.rnr."+�s.:o.r+ww---+........,....r,rr.....w......,...�.,..:,...,_.. .: .. -. +•...rr. , i� !.p,yew.yww.w.ruNMf"w'�.,c*"`•e'a""".•r.. ..._,m-.-,.,...,.M�.,•..rrt: .... .. ...,n.....«,.m.. ......-. ... - .,•'a*"M?A.w/e.�ee+•w.r... w.+."nnwn•+...-+Hn....,,«.......,..._. .. .- -. ,-, ., ._:: .,r. ::,, ? °1M LF0181LITY STRIP r n I i I I 3 I4 E9 8 19 2G 2t 22 2:3 24 2,5 2f3 27 ! 2'Ei 29 30 IQ I 1 I 1� 1 U 1 , I .'t I ., .. ,,....r. JOIN ! I � t: r. .p k,7<'.».Sta,sls,, 4;•;,`M�l•'Qhi?S 3,?'r a. .,q��kR1F,^.'�4. ��III�I �' ,�',, �! NF1=is r. _ mWil.rwlllBlYlY.iuY_.�..... .._...,� ,....:.-�=--, .. i .. ,. ..,.....r. i -� f `PROPOSED /`i ' ' CAUTION ! _ A4FSpr • SPRINT PCS POWER '' - := - - MF ROUTE APPROx 100' _�-1 � TO POSE --r CALL BEFORE YOU DIS ��;. :, 1 - - --� _- I (POiN1 tlF POWER ..--r ' ' pgjltltL� 'JIlLl19�3 i=Ri�i !Iv 71tt AIS€�" + TrI � Sprint PCS I i ComwCT10N OH �''_`�£ :� '�' ANTI.' lJT tiT', I'NFt.#+'MATif�M S►+OWN Ill= I _ I / DEAM;ti (POINT OF �'- NCO BE CCWLETE CCNTACT THE 0!. '- F i 4683 CHABOT DRIVE SUITE 100 oN I ! TELCO CONNECTION) � � CALL U;iL;T, LOCATE SERVICE A �,IiniiMUl. �_�� -' � i 1 / �H :.-- ,� `� , •� )! CIF 4E HCI SPS >PMOR-To CC04STPur 110% - - PLEASANTON, CA 94588 L 1--800-424--55 .5 - .� HWY 99 ; GAARDE ST 1 .� P063XCO02A \ ; \ t 1 3E80 SW PAC HIGHWAY (99W) /�► ,< '�\ j �PT,�N TIGARD, OR 97223 f WASHINGTON COUNT 1 1 _ i I CCCiopDATE: - I I ? \ RR NT I A a� DISTuRBEZ _ ! U4/� 21 / ? 004 ! G TAPE W, t FOR: -- '4AL TRACE WIRE ,,En �C C O N �T R l - 1 �� i `e POWEP i r - So . 3 UTILITY TRENCHING �--ExI;TING E�'ERGPFE�� ! 6 TREE (TiPI P - `—E 5 NC. UT,'T, POLE / :'_{'L 1�1Ct.• ppEp / a' " '; r,til - - - - i PROPOSED u.G. POwER,'TELCO --` r .fit` �. ;,, �� - - _ - ! '= i N; N0. 3 ROUTE TO EQUIPMENT; ROUTE % , r T,, \ POIAIER IN 2"s SCHEDULE 40 PVC. ` ` '�_ - . . J ,1; ; i i w w • •� ROUTE TELCO IN 4'o SCHE:.ULE - i 40 PVC (APPROx 378' TO SITE) (TELCO CONNECTION BY TELEPHONE CO.) _ - �l,� LI�r. ,; t, ?' i?,`• L _ // ' ' Architects Engineers, P.C. SF - - 4630 2WTH STRUT 5v. WIT K i • = , I LYN 98036 \ - _ _._ i pOOC: (425) 670-Ml SPARE — ,� .�, ►�;i:i?N4L) ' FAA tQ15) »2-OW, r PROPOSED SPRINT " PCs 15'-0" - 30'-0" LEASE AREA PROPOSED SPRINT--�' PCS EQUIPMENT / CABINET % r I PROPOSED SPRINT-�' PCS PPC TREE � 1 TELCO R C�U T I N G �_- ----- >�r r� r -` -�___ *.�' 4 PANEL SCHEDULE. RAWN H►e SAPV..- POWER, T7 NEW OVEPHEAL, C J C JN= EJC SERVICE E. NOTES _________ 2" SCHEDULE 40 Pvr 3#3/D THHN CU - r - a � . c ,k _c R 10E F`'_ AER SHALL BE �. �(I;W►I �..�-------_-- 200A METER SkA .24OV, 14`. 3W UT-'LITY COMPANY METER` {{ 2 U1-.I,IT'Y RECEPTACLE IS A GFCI DUPLEx ( I UTILITY POINTS OF SERVICE' AND WORK MATERIALS SHOWN ARE BASED IJPI'w C1t T r-T INT IN TH FR T PRELIMINARY' INFORMATION PROVIDED Br THE I jTILITY' COMPANIES AND ARE FOR D l e`_ S AL LE C E C�EAQ GN e► `�F THE PPC WF 20OA/3P BID PURPOSES ONLY. _ 3 FOUR COMPL ETE IrvtERN.AL WIRING •,f , AND AF'-ANC;'V.EMTS REFER TO 2. CONTRACTOR SHALL COORDINATE WITH UT±L.IT1 COMPAN't FOR FINAL,. AND EYA-' VENDOR PRINT;; BY PPC MFR. Ire Cu � �RNp R ---- CONDUIT - 3 #3/0 THHN CU + #2 GRND WORK / MAT: :: ALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY � r, EVEPGO+CID. PART /EILA15�I►PC-- 4W&. Tr ENGINEERING _ANS AND SPECIFIC.ATiONS ONLY. CONTRACTOP SHALL FURNI�;� r;MEET TITLE:_ _— LII L LISTED u DR+VEN ---- -- 200A EMERGENCY' GENERATOR RECEPTACLE AND INSTALL = _i• CONDUIT, PULL ROPES, CABLES, PULL E�':).�(ES, CONCRETE 4 PROVIDE A MIN. 3fa• WORK CLEARANCE GROUND ROD _ (HUBBELL X4100812 ENCASEMENT CONDUIT (IF REQUIRED), TRANSFORMER PAD, 'BARRIERS. POLE IN FRONT OF PANELS fSE'�v'ICE E0uIF — _____— 2" CONDUIT — 3 #3/0 THHN CU + #2 GRND RISERS. TPEN� RING, BACKFILL, PAY ALL. UTILITY COMPAJo' FEES AND INCLUDE 5 ALL BREAI{ERS IN THE PANEL ARE - POW/TEL. CABLE ROUTIN(_, r r � � ALL REflUIREMEtVT�y IN SCOPE OF WORK. RATED 10,000 PME. SYMMETRICAL AMPS. , .tet -- 2C)C,A WALKING BEAM INTEPLOCK. BREAKERS ,240V MAX, 756 C. , I (DOUBLE THROW TRANSFER SWITCH) 3 IT c H;- c ,-','` ELECTRICAL OP E -- �Ih�E �'. ALL MriRINC+ SHALL BE RATED FOR 75 C I _.l _ - " L. , ILITr� CONTACTS FOP T. � PROJECT SHALL BE A� F_ L��"'JvS. PANEL SC H E Ll��LE 7. CONDUIT POWER PANEL PP INSIDE "PPC-MINI RfCJUIREtwlENTS (TTP., U.N.O.)• , _ I ! ALL BREAK , UNDERGROUND PVC (SCHED. 40 OR W) 02 AWG TO 5/ e•o x 10' - ( R- COME FACTORY INSTALLED) PORTLAND GENERAL ELECTRIC VERIZON -----_ GROUND ROD I iINDOOR ?-800-542-8858 1-t300-483-5140 SHEE' ►Tt*OREMt ABC'RE SIN GRADE TRAFFIC AREAS) (ELECTRICAL SERvICE GROUND) - _ _ _ - POWER U V . USTDTASTI E"CEEINE CABINET EQUIP.) - - -- 1 1/4- CONDUIT - 3 01 & 1#6G POWER � j i CAE>r+NET - ---T — ___.- ------•-- ___________—_---------_-._ _.__._______—____._----__._ __—__ 6- 2 —ELECTRICALN D!� 1� ONE-LINE GRAM �----- 5 UTILITY GENERAL NOTES _ N.T.N T.S. Pacific 14%-N I 1w, Bl720044K)M1I+ 13 of 15 r. V ,.h Y ,.. ,c ._"•'. ^'_'_'• !R,M.r..._. ... rv ,„Z.,• .MrfRY•+...r.,. ...!,.•e.. n .. _ .,.n, .. n .... .. .. a. .. iwiM9.lueYF.!!,M,'. ,'U4't. M •51f1^•.rte._ .. '(,':'r'. ..„' ,,..:- ., ., r. _•.a'i ,••:'.:. w..•"'�'.., .. .'+fin.,�... 'MFn►•. ru^.!IMPI . ,. .. ... , Mwn-4!n.m+.wrvy►.+.r. r.n . ..T..w",.y„• .._. .... ._._.._._ _._... ..,.._. wa+ • irw+w,•st+Tww ...r•.�wfM.r.Awn wir..xnw•n w. .. . .n .. .► �. i. .ii tii.llJ. c.�5iN. RT IF4F'�lTl•EI r .. , ,._ ..:3591 ' ! r..y.' '. ,. �FV41(3,`. : .. 4�1. an,M,•�EMiF5tw,5�', +.. ,. .. .. - :. Ll 22 3 + $ f3 !{� a , l� 13 ,a +B 7 t53 2C :r 22 c^'J 2a F5 28 2" 26 cP 3C? - - M 6 y 'a +a�S-w� ,•+Tf ,ybxq AS:Ir'Y$s'Ct� i'IM.s+'pp '�f`It!''?�e 'e F” } 5. i>.,r,M •...nt: . r r: f ^OM1 ,y f _. . +:.RpUtvD WIRE Azle. - - -_-.- ---- !--- - _ -_� i 0" eU5 6- - _ - IN WATER TIGHT Flt" ' _ _ +. BY HARGERal � 0 t sp, ', � • 1 1SULA70R--- � GROUNDING NOTES: � 1 G(�td*RAI;TCK? .- .r ., - -;:-..---,•'--. °.'EBRIGG{ .. ' {�' P 3' •y►r v .Or ,•� �.. f4 A 9 ''v L ' � '1, i "3t '°4 4 �. CS 33 +E W GROUNC t �.� AT .i ,� �: _ _ F �� 683 CHABOT DRIVE, SUE 00 I I. CpNTirACTtZR T11 TIE SASE Irk GAfx+>IMG ANTENNAS r r ••s %tom : f fi rw �. . 't �� jF 9 i �` 4 IT + '�� , ,-{ `' i '' PLEASANTON, CA 94586 E RIE'oG 2 pLAt:.E`, MW 1111Th N: Ate Sak1L) 911E TIN = it — I A.I.I.L *_4 GROIJW 411 TO SE N t' I'Lix CtJ19N'� � I -E415TING GRC1l ND �' . -I I- - - - -- 1r IMG AT M4i)F'OLt: ''� I _ --� _ -_=_:I 1=E : I E I E E_�!l� ,�I E;1 �w- =PR T IP�� R "T ' + / - il� -� 11� = II i�{=1IElII_ —� I{ II�_I�Sil=_1_ _ r-11E1�,�, � �- ;, I`�' __l I E� i E9 I IF �I 1 f I I F-1 I EI I ►EJ 11=I I I=! i �>, T -- _ !{!EI!I-11 E- I �I E1 I E=1 I E= H dVY 99/ GAAR D E S __._TIE F�,T;- ExWoNG - ;r I:LEXIBLE uOuiD TIGHT CONDUIT (EXCEPT AT b� METER BASE, USE RG5) • + f 1 I Sprint, \\\\. �� FlydiSHED GRADE CABINET Sprint PCS DOOR o 0 p68ASANTON,T CDRI��E588 ITE 1 UO POWER MODCELI_ \ } CABINET - CABINET — «_-- I -PROJECT INFORMATION: HWY 99/ GAARDE 5T -- - --- -_4 �, . P063X000�A r�IGID STEEL ---------- 13680 SW PACIFIC HIGHWAY (99W) 2'0 PVC _ONDUIT ELECTRICAL CONDUIT r� TIGARD, OR 97223 2 .1118-UP FUR PPC --� �/ 4"0 PVC 4.. WASHINGTON COUNTY ELECTRICAL TO \� TELC.j CONDUIT 1' --- - - POWER CAE11tVfT / I ZE AONpHUWN ` RR t I AT I _tN LAYOUTS � L 2 STUD.-UF' FOR PPC -- EDGE OF COtJC SLAP U 4/ 2 112 1-1004 TELCt' 1'0 M )CELL CABINET i�IG►G STEEL TIS -PVC IAPTOe ' I FOR: — \ ` SCALE _ 1 SCALE: 2 STUB-UP DETAIL NONE 3 CONDUIT STUB UP L EQUIP. NONE \`\ \ - --- - - - -- CONSTRUCTION R AT RIPTI N' Y \ 2" STUB-LIP FOR 'QC,� 1 PPC ELETRICAL+ �• TO PWR CABINET - \ CONDUIT ,;;•� f,��(;ti,�f �j:ii;�%:;; -- - -- ~\ �- 4" STUB-UP FOR TELCO To PPC ~ + \ F ` / TELCO CABINET xx loll 2"m PVC TELCO °' CONDUIT \ �\ / 3 -PLANS PR PAR Y:- 2"o PVC ELECTRICAL - + ~ + CONDUITKEY \ / + / r- 0EXOTHERMIC WELD - CADWELD TYPE TA I \ \ + #2 BARE SOLID TINNED COPPER GROUND :•INDUCTOR ■ ■ , \+ � Arch1`ects - Engineers, P.C. GROUND ROD 5/8" DIA. x 10'-0" LONG COPPER :tAD STEEL 4630 200'4 STREET SW, SUITE h MEN ' I LrNNW000, WA 9A4136 PHONE: (425) 670-8651 �+ %- I FAX: (425) 712-0846 CONSULTANT: 1 ' -- ?4"x3b�CCALE ? ., 0 - SCALE SCALE:CONDUIT STUB-UP LOCATIONS 4 (� ROUND ROD DETAIL G NO1 USED NONE 1;4"-V-0" 1 1 5; 1) { 4 r �_ � 4" pIAM. PVC VA VE BOx _ v _ -- BRROOKDEC NLA LOGY IRT RABY:-CHK,-_- APV,: " 3 0"° / 2 BSCW LOOP AS CJC JMG ',J1, `l7/16 2• ) / ° ° FINISH GRADE --- LARGE AS POSSIBLE --� t °0 010 u fi TO AVOID SHARP BEND —'-1 1 It t b 0 ry 3 — 0 ° o `r 1 SEE DETAIL 7 I LEGEND t OF I TINNED COPPER GROUND BAR. 1 /4",(4",20", NEWTON CLEAN SAND FILL - N INSTRUMENT CO CAT. NO. 8--6141 OR EOUAL. HOLE SHEET TITLE:-- - --- CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION, ING GROUND ------ < BSCW -- INSULATOR;, NEWTON INSTRUMENT CAT. N0. 3061 -4 INNER _ � STUB -- UP LAYOUT 3 CAT NO. 3015-8 NEWTON INSTRI_IME:NT Co. ANF) DETAILS CABLE TO ROD -- CAD WELD (TYP. ON CONNECTOR --- EACH SIDE OF LOOP) 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. 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