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6900 SW SANDBURG STREET-4 t rLu. c, -71 Unvnl iL • 40 40 vuuult,rtj i Ht, TCL JUJ CC1 40 iJ r. Yuc -:y 11 imunl 1L - 40 VO -.OlLnv 11-" AFFIDAVIT OF RICHARD MARTINEZ STATE OF Colorado ) a: COUNTY OF D,-mer ) Richard Martinez, first being duly sworn, states as follows: r� of February, 1997, I. The ..,regoing lnacrutaent was cuhscatibed and sworn. i0 before mo this bt by Richard Martinez 1. I am an employee of U S WEST Communications Wireless Group in Porda.td, Oregon. WITNESS my hand and official Boal this day- 2 1 am employed with U S WEST as a Senior RF Engineer. My Commission Expires: U 3. U S WEST has chosen to deploy Code Division Multiple Access (CDMA) in its Personal Communciations System (PCS) architecture. "N Lary Public 4. In my opinion, the power level of a CDMA system is considerably less than conventional analog cellular and other digital communications technologies. 5. U S WES7-s COMA base stations are specified to transmit in a licensed frequency band designated by the FCC 6. In the Portland area, all base stations will be operating on the E Band frequency block (transmit frequencies: 1965 . 1970 MHz). U S WIISTs call sites will be operating at a nominal Effective Radiated Power (ERP) of less than 100 Watts in the Portland area. 7. I, Richard Martinez, da hereby, under the penalty of perjury, state that the foregoing is true and accurate to the best of my knowledge. Dated this 1 racy of February. 1997. ' d Martinez U S WEST Wireless; Senior RF Engineer 5950 NE 122nd Avenue, Room 221 Portland. OR 97230 (503)2514265 anvW u+ina IF(958 MSA) 1 UWwftnrft=as(11S9725SA) 2 6900 SW Sandburg 6900 Sw Sandburg BUP 97-0382 8UP 97-0382 2 of 28 1of28 503 221 4873 02-24-97 12 : 53PN P003 a-94X 503 221 4673 02- 21-97 12 : 53PM ?002 tt : 1 R-94% IF THIS NOTICE APPEARS CLEARER THAN THE OUT" 7 1998 DOCUMENT, THE DOCUMENT 1S OF MARGINAL QUALITY, MICROFILMED SDtlaall wean la 1 SECT. P,4N ASSEMBLY tlNElpiT _r — DWo. Na NERAL NDIESi I. T1DWER HEIGHT 100• FT. 2 CONCRETE TOWER BASE FOiUNDAT10N DWG NCS. JE=2=Z lar 1111 CUBIC YARDS OF CW.VETF 3. REMOVE UPPER ANCHOR BOLT TEMPLATE BEFORE INSTALLING WAVEGUIOE ENTRY PORT TOWER BASE. I4. (3tOUNDING REQUIRED: IIIIII YES 0 NO INSTALL ABOVE GRADE GROUNOMVG PER AWG NO. F?-Qv&-ft INSTALL TOP Sr BOTTOM BUS BARS PER DWG NO. 111,:fl=jjL 2 T7 5. (FINISH: ALL STEEL HOT DIPPED GALVpmZED. PAINT REQUIRED: I= YES IIIIII NO 6. INSTALL ! LOCKWASHERS AND HEXNUTS = LACKHM (StE SPECIAL Non N + 7. SAFE n CLIt.18 DEVICE REQUIRED.- = YES E:3 No ' I INSTALL PER DWG, NO. FP-§C-tA AND MANUF&%7URES INS4RUC7XW& a. LIGHTNING ROD REQUIRED- lid YES C:j No INSTALL PER DWO N0. }P-LR-4 3600 HOLT CIRCLE 4. LIGHTS REQUIRED: C3 YES 0 NO 10. ANTENNA INSTALLATION PER CHART THIS DWW, PLAN DETAIL 11- CEL-" PLAVORM RECAARED: C3 YES IIIIII No 12. WAVEGUIDE BROW REQUIRED: C 3 YES 111111 NO 70r 13. ICE f HIELCS REQUIRED: 13 YES v NO 14. INSTALL STEP DOLTS IN ADDITIONAL BRACKETS SUFRGUNDING EACH SECTION (LOCATED 4- BELOW TOp FLANGES IS. REMOVE ALL TRASH AND DEBRIS FROM SITE. 16. ORIENT SECTIONS WITH PART NUMBER TAG AT BOTTOM 17. ANY . •:-1 D DAMAGE OR RE1D MODIFICATIONS NEED TO BE DOCUMEN:ED TO ANDREW CORPORATKIN AND ALL E)P(SED f.BARE) METAL SHALL BE CPO" ONE COAT (MINIMUM) OF DNC RICH PAINT. I& INSTALL TOWER NAME PLATE. PART N0. 346070-•1. pj WM STEp a ANTENNA INSTALLATION CHART BOLT HOLE AT APPROX JW-0 ABOVE cRAOE us•INc ?- •r �' ANTENNA TYPI: ELEV. AZIMUTH OFFSET ANTENNA MOUNT (NST. OIMG 5/80 X 1 1/2 BOLT PROVIUM. w 6 PANELS 67.50 N/A N/A FP-ANT-02 (3) PANELS 93' N/A N/A FP-ANT-03 (1) GPS ANT. 31Y N/A N/A FP-ANT-OS i THIS TOWER HAS BEEN DESIGNED FOR ���� RR � NOTE:- -THE OTE: �! THE FOLLOWING ANTENNA LOADING: ` �' IT IS THE ERECTOR'S RESPONsmUTY To INSURE THAT �C'J I N S� ALL PRACTICES AND UUMM -• /8. O ASSEMBLY ANO ERECTION WORK REQUIRED ON THE TOWER (6) PANELS 42"x5• 0 fl7.5 FT: W/(J) 7 COAX EA. y Do NOT ENDANGER THE SAIL-Ty OF ANY PERSONNEL NOR (3) PANELS 4Yx5•' 0 83 FT. w/(i) 7/a' COAX EA. 18223PE '3�' THE STRUCTURAL INTEGRITY OF THE TOWER. /( ) /a' r (li) ALP9212 O 87.5 F7 w 1 7 COAX EA. (1) GPS ANT. 0 30 FT. WAN) EW63 3c� v OREGON BOLTS -%ikL. BE TIGHTENED BY THE TURN-OF-NUT 19�� Off' ALL HOLES OF BOLTs SHALL BF awALLEID IN NECTION ANO BROUGW TO A SNUG-TIG!4T CONOITIOW. THIS WAY BE ATTArm BY A FEW IMPACTS WAYNE�� OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THEIN 7IQK EN /Z -���, NUT AN ADDITIONAL 1/2 TURN PASSED SNUG-TIGHT. N � } V r Q R A WI N S R EQU!RED: DESIGN LOAD: EIA/TU-222-E 0 $S MPH + 1/2' ICE. LL �10)) 2 1 4`! X 10'-W LONG A5TM 615 (R 75 ANCHOR BOLTS SF-96952 HARDEN® STEEL W/ (3) HOMT'S EACH FP-CRO-EIA - �� �y CORPORA71ON FlATWASHERS FPB-ASSY-STD I�ntex�. Tx. U.S.A. 76205 BASE PLATE FPS-ASSY- AND�t,�W F�e;�(3a1�5156 2400' LL1IEuNG NU'f FP-ANT-O?. 58 .r ` FILL SPACE UNDERFP-ANT-03 _ BASE PLATE WITH FP-ANT-05 NON-SHRII�IGNG FINISH (MADE I I 1 I GROUT FP-LR-4 11 I OONCRETE PIER MI-88-01 A RELFASEO JD I SIR FP-SC-IA � tS,�tJE 11EVntON! X11 A1R''R GATE ELEVATION VIEW DRAIN-SPLIT PViC PSE Fp-NOTES *"�` KE.Y ASSEMBLY FOR IURAINAGE SLOT A Q�_ FT. MUST BE KEPT OPEN FP-ERECT ra. STEP TAPERED MONOPOLE BASE ELEVATION DETAIL - BECHTEL 'US WEST --:] (NTS) *mPOR074E FP--96952 6900 SW Sandburg BUP 97-0382 , 3 of 28 IF TRIS NOTICE APPEARS CLEARER THAN THE OUT 7 1995 DOCUMENT, THE DOCUMENT IS OF MARGINAL. QUALITY. MICROFILMED , Jf �t�{ � J � i iJ + J � J � I �f �f I � f� i� ffj� if`�f�f �i i � ff I � f� f� i fel h+m , � 1� *', . .. _ ... _...a.._.___.�., - _,..�._. .+. -- ... -... .... - ..... w. ..... ..... ....w - ...- � .. .._..,.. ....... _.r ... -. r w. ., w. - . . .. .. •..... v -s r F .. ..... .._ _'• �.-!. .. L..I.. r. � .... .,n <. .... w.. ....... .. ...s. .T ... .... .. .. ,.... ....s ..f .. .. ,.. . .. � -...... # _ _... .. .r�.. _ [P�EDESTAL ATERIAL REaIJlRE�M��IVTS * MAXIMUM -REACTIONSN I. �.� CUBIC YARDS of CONCRETE REOUIRD PER P'tETt RIPTION 0?Tl(, SIZE LENG7N 2. REFERENCE ANCHOR DOLT LAYOUT DETAIL FOR INSTALLATION OF ANCHOR CAL BARS 26 7 181-0" BOLTS ON INDICATED BOLT CIRCLE DIAMETER. DOWN i 8� I FOR DRY HOLE CONDITIONS. WHEN CENTERLINE OF SHAFT IS SUFflpENTLy TIES 21 3 13'-7" OPEN AND CLEAR, CONCRETE MAY BE PLACED BY THE FREE FALL METHOD PROVIDED THAT IT DOES NOT HIT THE SIDES OF THE SHAFT. RODS. SHEAR 9.5 k SPACERS OR ANY REINF(>ftCEMEN IF CONDITIONS DO NOT ALLOW THE TOTALLY UNOBSTRUCTED PLACEMENT AS DESCRIBED ABOVE. THE USE OF �J O.T.M. 707.5 ft-k AN ELEPHANT TRUNK OR TREMIE PIPE WILL BE REOUIRM TO PREVENT SEGREGATION OF AGGREGATE IF WATER OR SLURRY IS PRESENT IN THE PR o SHAFT. THE USE OF WET HOLE` PLACEMENT PROCEDURES UTILIZING A ANCHOR BOLT TEMPLATE !REMIE PIPE MUST BE FOLLOWED. G N ��� 4. CAISSON SHALL BE FOUNDED ON SOLID UNDISTURBED SOIL. BOTTOM Z, SHALL BE E::CAVATED TO A LEVEL PLANE AND CLEARED OF LOOSE (if18223PE MATER,AL. 12" 5. CONCRETE %SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH BOLT - HEAVY HEX TS 3000 PSI AT 28 DAYS AND SHALL BE INSTALLED IN ACCORDANCE PROJECTION - � ACI--318 BUILDING CAGE REQUOREMENTS FOR REINFORCED OREGON �q 0� 6. CONCRETE SHALL BE PROPORTIONED AND INSTALLED IN ACCORDANCE GFS 6• VATH ETN DRILLED PIER FOUNDATION INSTALLATION AND OUAUTY CONTROL '! iPECIFICATION. DWG. ;r0, 34301. UNLESS wAYNE SUPERSEDED BY INFORMATION ON THIS DRAWING:. 3 9,r t 7. THE CONCRETE SL W-Mp SHALL BE A INCHES PLUS OR MINUS ONE INCH. 4;.10;01,119F.01 / ORIENT THE CENTER OF (1) ANCHOR & TEST CYLINDERS SHALL BE BOLT WITH THE CENTER"JNE OF STEP ACCORDANCE WITH ,, MOLDED AND LABORATORY CURED IN BOLT LADDER ON MONOPOLE. 1• THREE CONCRETE COMf'RESSyyOIN TEST CYUINDETtS SHALL BEE MADE DEE FROM EACH TRUCK LOAD OF CONCRETE. CYLINDERS SHALL BE TESTED IN ACCORDANCE 0 3" #3/C ES �\ WITH ASTM C39. TWO CYUNOERS SHALL BE TESTED AT 7 DAYS AND TWO CYLINDERS SHALL BE TESTED AT 2a DAYS (RE)AAINING PAIR OF �( CYLINDERS ARE FOR ROUNDANC;Y). REFER TO SECTION C.8 OF ANDWW DRILLED PIER FOUNDATION INSTALLATION AND CXjAUJTy CONTROL SPECIFICATION DWG. NO. 343501 FOR FURTHER INFORMATION \ REGARDING MARKING, AND TESTING OF CYLINDERS,. 9. VERTICAL REINFORCING BARS SHALL BE OF GRADE 60 AND TIES OF GRADE 40 STEEL WITH ASTM-A615 DEFORMATIONS AND DETAILED IN ACCORDANCE WITH ACI-315 MANU k OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES). 10. ALL REINFORCING STEL SHALL HAVE A MINIMUM 3 INCH CLEAR COVER OF CONCRETE. ANCHOR BOLTS 11. IN THE INSTANCE THAT GROUND LEVEL VARIES. THE MINIMUM DISTANCE FROM FINISHED GRADE TO TOP OF PIER SMALL BE 6'. PIER EXTENSION. RESULTING IN INCREASED EXPOSED LENGTH ABOVE FINISHED GR tOE. SHALL NOT BE ALLOWED WITH OUT THE 1 APPROVAL OF THE 70WER PROJECT ENGINEER. 0 0 36" BOLT CIRCLE (10) 0 2 1/40 x 101-0" LONG 12- ANCHOR BOLTS SHALL HAVE UNDISTURBED THREADS AND BE POSITIONED SO 'THAT INSPECTOR CAN MOVE THE ANCHOR BOLT (19) — #3 AT 1$-0" CA (ASTM 615 GR. 75) ANCHOR- TEMPLATE FROM TOP OF PIER TTI TOP OF ANp1OR BOLTS, COAT ANCHOR BOLT BOLTS W/ 3 HEXNUTS EACH. THREADS WITH HEAVY GREASE. TEMPLATE W/ 13. BOTTOM ANCHOR BOLT TFJ►AP ATE SHALL BE LEFT IN PLACE AS SHOWN. CUTOUT IN CCEN TER 14. THIS FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE CH OR BOLT LAYOUT RECUMMENDATIONS OF CUSTOMER SUPPLIED SOIL REPORT PREPARED BY TERRACON PROJECT TEAK DATED MARCH 26. 1997. PROJECT NO. 5408-001-01. TASK 11. FOUNDATION CONSTRUCTION SHOULD BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS M (26) - �7 X 181-0" ADE IN THE VERTICAL BARS SOIL REPORT. 15` THE SOIL REPORT INDICATES ROCK AT AF-PRO-XIMATELY a'-0• DEPTH. 1d. THE PER SHALL PENETRATE A MINIMUM LEND HT OF 11 INTO BASALT ROCK LAYER. 12" (MIN.) LAP (21) - 3 X 0 4r--0'` TIE BARS wale.cosimum now • hcun an ����� fFlo w� 180-on — 17X18 -0w VERTICAL BARS EOUALLY SPACED A RELEASED TJR y ISSUE REVISIONS DWN APPR DATE 0 4/-6" 3" CLEAR DRILLED CAISSON FOUNDATION FOR A 'LOQ FT. a, TOWER a BECHTEL/US WEST 6900 SW SandburA LEVATION VIEW PIER REINFORCING DETAIL Z !� sTE owo. ►+a BUP 97-0382 < POR074E SF--96952 4 of 28 NOON • IF THIS NOTICE APPEARS CLEARER THAN THE OCT` 7 1998 1 DOCUMENT, THE DOCUMENT IS OF MARGINAL. QUALITY. MICROFILMED � } ri oft-31 am a- Mfm V, IT l ! ! ! ! ! ! ! A. feltt III VIII � �� 1 ILII!I �II � tCfII11 � � r ll� � t ��l �� � r�.11 u ._...�.. .... .. r .-n.-.. _..> .,. .._ _ ...... ..._. - ....raw,s ... _ ..._ .-.. _ _.f a.,._._ rc. .. .. ..• ..... .. ., ra „r Won Yet rY} Yi p x`555'' .�.4k33r M v k ��Y I llk:1�L J M1 �t it i alsaiR a .. s-� • c; 0 C44 o k.. !•c1 O o CNIFY) «0--. L N al.. < 0 z 0 U0 Q © I— ar D- ' j m a � rr 0 0 LL. w � ._._I U) o (�� W X O a, Z O � U CLW0 w a ch U) U Z W Ou F- O � Ld 0 _ Z Z Q 00 x x r m 0 . W Q Zo m00 Ca OQ QO (n co < OIX0 0 t o otn cr N. N N N CV CV (N • as co G© N ff) to to M co v� .< M 0 `' W N r` r-- Cn ♦ �A 0N `�' M to f"-- ca 10 � V � 000 000 � 1% � � � W 0 co 00 00 00 00 00 .Q f — CL Z '- N V) et to ca N aCA: cl: a q• s C, toa. CL 0- Cl 0- lr� A0 O cr- 0 < ' m z a cii, rn z�; � � WS U O W LtJ C W 69u% ';W Sandburg • B#JP 97-0382 5 of 28 IF THIS NOTICE APPEARS CLEARER THAN THE '� 7 1999 DOCUMENT, THE INOCUMENT IS OF MARGINAL (,QUALITY. MICROFILMED ; « ► �� Sol71 I III I fi fi i I Lz� . t MATMIk uST- (TEM PART N0. OE'S0O2IPT10N " • —� 6 8 _ 12TY. C •� 1. +� BASE POPE SECriON WELDlr 3a 2• 348061-3 !fig' HEX NUTS • 3. 35M26 PL. 1/4 X 6 X 0,,—11 1 4. s I I 355527 PL 1/4 X 9 1/2 X 2'-0 1/2" a - SEE DETAIL '�' I I 3 5. 343102 5/8'o X 8— STEP BOLT 0 I I 6. 348454--10 31WO X 7/i' C/C i—BOLT -� I 7. 348063--1 5/g' SAUARE NUT 8. 348061-1 3/8' HED( NUT 9. 348059-1 3i/8- HEX UOCXWASHM DETAIL "A" -- i I NANO HOLE COVER PLATE I 1 ASSEMBLY (TYp.) --- I • • ., 12 � NM 13 c I I �3 I II h SEE DETAIL "5r w II 4 1 E D .d.S . I ! 1 BOLTS SHALL BE TIGHTENEO RY THE f I 6 8 9 (TYP.) TURN—OF—NUT METHOD. ®OLTS SHALL I I I BE INSTALLED IN ALL Y I I I I HOLES OF CON_ NEC11ON do BROUGHT TO A SNUG—TIGHT \A EW I=E CONDITION. THIS MA,Y BE ATTAINED BY PORT HOLE COVER PLATE A FEW IMPACTS OF AN t I MPACT WRENCH 5 2 7 ASSEMBLY (TYP•) OR THE FULL EFFORT OF A MAN GING � AN ORDINARY SPUD WRENCH. THEN I TIGHTEN NUT AN AD DITIONAL 1/2 TURN PAST SNUG--TIGHT. 2. FOR OUANTITIES AND PART NUMBERS, _DETAIL "B" 7 SEE PACKING; LIST. ' 3. FOR BASE SECTION WELDMT PART NUMB �—` ER STEP BOLT ASSEMBLY 2 SEE KEY ASSEMBLY. - • 4. FOR ERECTION PROCEDURES SEE DWG N0. I ii.�.ESECT r FOR BASE INSTALLATION SEE KEY ASSEMBLY c1MM = ID� BW II4'oAT2400 �aa �et>� -•epee LADDER SIDE ftmond Ow (SA SEC QN "D—D" a SE SMI ON PAPE ASSa�ei.Y FOR STEla TAPERED moNoP4LE STANDAR'D VARIOUS �e-.,4Y_5TD 6900 SW Sandburg — BUP 97-0382 6 of 28 4r • IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1998 ^ DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED _ _r .1p1_111111 ,i ._._... .,. - - .... ..._....r:. _ -•:ter.• _ ..._... ..... . .aww,s ... ,. .. - . . • KPART No. fIE:SCRiP'iTOt`f PIPE swnoN waDitOff i 2. 348061-3 5/5" HEX NUTS 3. 355526 PL 3/16 X 6 X 0'-11 1/g' —' 4• 343102 5/8"d X 8" STEP 60LT SEE OETAlL "A" - 5- 348054-10 3/g"o X 7/g' C/C J- 6. 348053--49 3/4`0 X 4 1/,C H.S. HEX 60LT (i�;25) f 7- 343136-2 .3/4" ANCA � I�OCrC NUT • r b. 343135-2 3/4' HARDENED SMEL FIATWA SHER I 9• 348029-1 1 2"'A X r H.S. HOC BOLT Lem iNG r 3 10. 3/3168-8 1/2" HOC NUT (1�11ELlNG , �.. FOR LPE'VEI.lNG ONLY 11. 348063-1 5/g' SOUARE NUT 00 NOT USE UNLESS t REQUIRED �► 12. 34a06t-1 3/g' t*X NLIf �"'' 9 13. 348059-1 3/g' LocKwAsmm DE IL "Apt 8 z � HANE` HOLE COVER 1� • SEE NOTE #� PLATE " SEE NOTE 13 13 O ASSEMBLY (TYP.) 10` c cm , L 11 y I. BOLTS SHALL BE TIGHTENED BY THE 10 TURN-OF-NUT METHOD. BOLTS SHALL �-SEE OETiUL `B" INSTALLED IN ALL HOLES OF CON- N i BE BOLTS & B ROUGHT TO A SNUG-TIGHT CONDITION. THIS MAY BE ATTAINED BY 8 A FEW IMPACTS OF AN IMPACT WRENCH D1D 6 OR THE FULL EFFORT OF A MAN USING ET AN ORDINARY i AIL C SPUD WRENCH. THEN f TIGHTEN NUT AN ADDITIONAL 1/2 TURN PAST SNUG--TIGHT. 2. FOR QUANTITIES AND PART NUMBERS, f SEE PACKING LIST, 3- FOR SECTION WELDM''T PART NUMBER SEE KEY APSSF.-MBLY. 5 2 f 11 2 4• FOR ERECTION PROCEDURES SEE DWG NO., f f - I � ANDREW TdW C F Comma -- -z4>I ee LOWER SM-" AII.SEE OEi 'C°' ETAILB" " •� -��..1..-/ � �. - LADDER SIDE A � . STEP BOLT ASSEMBLY(TYPowr 9� 1�'kS�Op� OM1 p ', 5 S '10N P1PE AS_SEMBLY � � FEAR STS -SEC ON p-..[�j„ M TAPERED MONOPOLE 0 w 6900 SW Sandburg snt VAIN” KUM rt BUR 97-0382 7 of 28 ....,�1 .�-•�.�...v..........�•.�.... , ,�aP+.P... r.'f. "..1•...w•war. ...w.��1:bP,�R - _...____ ......ate..'... .++. '" �IANab �IP•.`°�'R:1�tpF�TrR1�.MIRN. 7 •fir. • IF THIS NOTICE APPEARS CLEARER THAN THE _ OUT" 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED_rl ON am a WIT , aid elk , I �9 VA r. MATERAL _ . UST' �WAW WL 9uur:t m 1ou� 355530-1 > ver 2 3WWO-2 t ns90 3 3948WM -46 6 2 1 PS X 4 31 25 4 3 4 OU. X 4 HS !EX gO�T 146.40 S 34x057-21 3.15 12 S 04l X3-5 C U_C,pLT 34BOM-3 24 S WH 13.88 348039-3 24 5 2.00 348081-4 4 3 4 No( 11UT Wo 348074-4 4 3 4 LOCKWAS1E,R 0.63 0.22 A V2 A PLANE VIE S 3 = _- 5 NOTES• 1. SEE KEY ASSa4BLY FOR MW9a1M BOLT IoRaX REWREMOM I I VIEW A-A 4 I I 0cam.) HDREW F ELEVATION MEW A IS RE].EASFD - TJR -1 M .I Owl AMt CKX ""IN 0 BANG—ON ANTENNA MOUNT INS'PAU.A,TION 10" BEpiTEL N.S. WEST °1PORo7a i FP-ANT-02 6900 3W 3andburg BUP 97-(4182 8 of 28 rF -- IF THIS NOTICE: APPEARS CLEARER THAN THE OLS 7 1998 ^ DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED FI {ISI{No� I � I i {asum III{i{I�I{I{r I I`EiEll.�il{I{IE I{ 11111i1i1�1 �n nu{,in nubiuh�ldui n1f Wino n adn� H�hul i����� uiilmiuilu�� nuG�y dulihlnluu mil��n uide}E nldlrn �r a{NH,,,,; 10. 16 i o��• �• •�• - �' .�} '�i•, '�. .'L�..•w ![�Y'�i'S � i �r rlt � f+',t.. • •. -- .. .�.� s.t .♦ j y' a y� ~��. 4. •'i .... _ '�' i• f. . w c MATER • IMP!��IlllrK Y1Y. MAL 1 2 335S30-4 1 IAOlIN1T 62`20 3 34OMo-4a 3 2 1 PS X 4 62-20�E 148.40 4 ?S 4 3 4 aA. X 4 N!S iEX 801,T 3.151 S 340067-21 6 S OU. X U-6ptT 1568 34x061-3 12 S NEX NUT 340060-3 12 S LOOMASHOW 0.70 1 3400x1-4 4 3 4 HE NUT 0.83 r 34005!-4 413/4" UOCKWA 0.72 I A s r A PLAIJE VIEW • -- S 3 --- elf 1• SEE KEY ASSEM9LY FOR U046VU WXT T0WX RECUIMNEMTS• i VIEW A--A 0 00 4 ~ 2l1' 1,r1V�y Rood 4 �'. ....• Oent�on. Yx. U.S.A. 76201 F A�I�DR IAS/ � (M1�� ELEVA110N VIEW < A RELEASED TAR OMN 0A AP" DATE eANQ—oil AN7ENNA MOUNT INSTALLAVON BECHTEL/U.S, WEST smPORO78 FP-ANT- 6900 SW Sandburg BUP 97-0382 9 of 28 ' _..w.._..«aro.e,,�..Mn-aer wa.wM.M+•.',M'..:. •'Wp+R.-..-••••�lf1f.R�M^fAFn:: .e,,,�,,.wx... 1Nww+ww�1M►'NM1IA•.r�!.r+'Mt �+r.M•e IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1998 '! DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED • !i •��I � Ili I � Ili � l I�Il� Il��il1 Il1�1 I • �. � I � � lIIII� � illll � III � I . .�� � `� �1 I i I I i ��= 'lt1 1-111171 r 1 �� �� � 1141 1=: � �� tljTPT NWWK 0 CM a. AIM f 1 f v • • � �• `. v• .� p i• _ .r�.w i �• r. •� ++.i.y/ k� ;i: I•C' �f\ •�� �•�� .:,_ �1`7rx• •��i • �• - w�• ��.,,�j,,,,;��:� t _ ... ,a.v��'.Y M.a. '�►/��R�r•i`�•_••�r,.�•'�•�r�; 4 • rt mmwm • • pm 1 3-l - 2 24 PIPE MG 1MF, S ll 2 31"m 1 57 3 30066-0 1 1 1 1 MSS pt-�`X 1a.0 _ �...,..,,.... 11.4 4 348052-27 4 5 O X K& HE%, BOLT 1.4 5 340067-27 2 3 X 2 1 C % 7 1-3 6 340062-1 4 1/2-0 X 1 1 IX HS NpC BOLT . 2 ` 340061-1 4 3 HEX NUT a 2 34006Qi-1 4 3 0.1 3481)61-2 4 1 HEX NUT 0.2 30066-2 4 7 L*XWASHER 0.1 340061-3 4 S f1E7( NUT � 0.41 348050-3 4 S LUCKWASHER 0.7 1 • 1 � `I PLAN V1EW 3 _ i 1 2 1 1 1 1 , 5 1 1 O I N OIES:- 1 I I t fm 8XT TORQUE MMUIRE11MM SEE KEY IIS EM LY• 6 (Typ) 1 1 4 (TVP.) . 1 , 00 m m Raw ANOF W COIi MQUrOW 040I �� O'I �6-006s O 1 , �!1l11DREW F ���a M'ms I Lawn m" a+�1E ELEVATION MEW ""G �',NA MOUNT LNSLAU.� MON 24 o PIPE STANDARD • "'E vmous M-AN T- 6900 SW Sandburg BUP 97-0382 10 of 28 IF THIS NOTICE, APPEARS CLEARER THAN TiIE 0G1- 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL, QUALITY. 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ANDREW CORPORATM 2701 MOtA Rood Dmtwls TILu.S-k T6205 A�0REF (3w� 1 e000, / T10N MEW " `�" %G ,w 0"Imml mw ""°LIGMING ROD INSTALLATION � "°'° S"1'I�►NDARp 6 900 SW Sandburg Mtn FP—LR–m4 BUP 97-0382 11 of 28 3 1F THIS NOTICE APPEARS C-1.EARER THAN THE OUT' 7 1998 DOCUMERTT, THE DOCUMENT IS OFMARGINAL QUALITY. MICROFILMED r �f �E �f � f � l � l f � ��l � f � l � f �! f �l�l�� ��f�f. I • f' ��f �l 1 f I f f f f f, I .f � �' 1 j -Trrp 7�tTit Fi � Upli111IJ llilWON r b • • J', •tr • •:f • _ �. : �.�e. -�... • . .�•j . R"4 '•%. w , - K4T f•r ��•.•" Y`••, • ".• �,:•i• •t e . .�+...+ :r• ` � 1�1i+1'7:iM!�•����.�v��".�z-i 7•'��� ■!/`fir • fm gum a 1' 355W3 1 4.50 2 3W 4 1do BUSS 6NR 11.2 3 34SOSA-4 10 S M �:.10R 124 1 6ttASS BOLI"_ O 3b041-3 20 S AS*M 0.54 'may rr � r O' i� 2 ! 2 • • 3 2 PL 2 PL 3 4 4 P 4 F 4 I 3 4 PL 4 PL 3 0 ANT. MOUNT M A A — EMT PORT -SECTION A-A � I.r ANT. LICVJNT • BASE DETAIL t iV A R A f34 L L -SEM N D- B wr•�r• RcwLmoad �NDREW Ta�6w- w °rte w-am TOP QEj6JLFw (ern -eras i • 4A A RELEASE R soNs art CAN BUSS BAR INSTL. '10'e S eMOARO VARIOUS IiAi-66-01 6900 SW Sandburj SUP 97-0382 12 of 28 mew IF THIS NOTICE APPEARS CLEARER THAN THE AL1" 7 7998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED fii fi11I1 Jill 11I i1 ! j ! oil 4 • 1 11111141111 f • Ott 3 ' .:rvw.a,:,... ... _......._..� •a.•�..At V.« ry...•. ...._. ...., .. ..�. ...mow•.ua ,. - .. ., .. s r . .. _ .. - ._, -.. ....w�. - ..•.. - a. _ .. - .._ _.... _. _ .. ...a ..f .. d _. .. _ _ ... ...., � • i• �. '•/7ii-•���±'�.�..�q'�(�•i.;;��'�.�;{? P, .. `s •�lafr� „•,•.�vb':in?..'�'• ��J�j ' _ �\ S tli Flu a- < UQ an m Oz 1p- sc, NU la" U UQ wO N cj QIr of I Of N N m Q I (DZ W K,-- m m Q Z O LL- CD MO Q N NN ui F- O z Z n m Np w != Q O p Z QZ 2 = p YoEj wo U = 3 >- O 0 3 _ = Z UZp Z �Z z ww O (n O n x w � x wX ffiQF N~ WF- -JX. 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MICROFILMED'rTFTqM PT ILIiHis, � i1lag i � l � i � l i� il� �`� ��� �� i � ! � i i i i i_ i 4 � �" � `� . .� � - 1 t f I�f ' i1�1� �Ittfl� USWEST / PORTLAND V) V) OUTDOOR EQUIPMENT AND MONOPOLE ANTENNAS 3 3 3 PROJECT DIRECTORCODE Y LEGEND 0 N Nh z = Z V) 0 APPLICANT ---- — -- PROPERTY LINE SITE LOCATION: 6900 SW SANDBURG, TIGARD, OR 97223 �_ ROADWAY CENTER LINE OWNER: J & K PROPERTIES USWEST COMMUNICATIONS, INC — _ CORP. Wz z z C/O USWEST BUSINESS RESOURCES, INCLJ 188 INVERNESS DRIVE WEST, SUITE 420 _ RIGHT OF WAY LINE ENGLEWOOD, CO 80112 _ JUR;SDICTION: CITY OF TIGARD (303) 397-8610 i CONTACT: PSL MANAGER/PCS REAL ESTATE PROPOSED EQUIPMENT' OCCUPANCY CD ` e I SECTION CAI-LOUT (UNMANNED PCS TELECOMMUNICATIONS FACILITIES) CONSTRUCTION MANAGER A A eq ,� I WATER SUPPLY/WASTE WATER: NA/NA el BECHTEL (BTS) BASE TRANSMISSION S iATION �� N � 5950 NE 122ND AVENUE, SUITE 221 ZONING CLASSIFICATION: I—P (SEE SHEET C-1 PORTLAND, OR 97230 FOR ADJACENT ZONES) -- (503) 251 -7292 DRAWN BY: MJS DACE: 3/17/97 CONTACT: DENNIS PURDIN lii ;;W-8nnd CHECKED BY: AMJ Ap roval Status BUILDING CODE: THE 1994 UNIFORM BUILDING -- - A r7d pp'Aro Date CODE AND STANDARD AMENDMENTS. w/Cmnnuats Si nr CIVIUSTRUCTURAL ENGINEER tr SEISMIC ZONE: 3 KPFF CONSULTING ENGINEERS WIND VELOCITY, V=80 MPH EXPOSURE -- C IN 111 SW FIFTH AVE, SUITE 2500 CimuneeW ELECTRICAL CODE: NATIONAL ELECTRICAL CODE, 1995 4 PORTLAND, OR 972.04-3628 u (503) 227—3251 ` '"Ig CONTACT: AHMED JADDI, P.E. SETBACKS REQUIRED: FRONT = 35 , SIDES = 0 , REAR = 0' v'ti 23, EXPIRES .irairC_ ? ELECTRICAL ENGINEER w R & W ENGINEERING INC. ________ --___ _ _ . ___.. ___ 9400 SW BEAVERTON—HILLSDALE HWY., SUITE 250 PROJECT__ SUMMARY kp Consulting Engineer., tf BEAVERTON, OR 97005-3301 --- - --A 111 S.W. FIFTH AVE, STE 2500 2800 N. CENTRAL AVE, STE 1010 503 292'-6000 �� — ��� — PORTLAND, OREGON 97204 PHOENIX, ARIZONA 85004 CONTACT: MARK C. WIRES, P.E. INSTALLATION OF AN UNATTENDED BASE TRANSMISSION _ ^` PHO E(5 272793251 FAO sozj zes64-1 10 SYSTEM ,(BTS) MOUNTED OUTSIDE ON A NEW LEGAL DESCRIPTION AF P LI CANTS AGENT 9 -6 x 1 z 0 CONCRETE SLAB ON GRADE; -- --- -- - W&H PACIFIC INSTALLATION OF NEW ANTENNA ARRAYS ON A NEW SITE NAME: WESTERN FREEZER, INC 8405 SW NIMBUS 100'--0" MONOPOLE ON 3 SIDES; BEAVERTON, OR 97008 SITE PARCEL #: R0459989 (503) 626--0455 3 ARRAYS, 2 ANTENNAS PER ARRAY, 6 ANTENNAS TAX LOT #: 2S 101 DD 00702, MAP #655 CONTACT: MIKE UNGER TOTAL; LEGAL DESCRIPTION: INSTALLATION OF A NEW 12" HIGH GPS ANTENNA; OWNER EASTERN PORTION OF LOT 4, SALEM FREEWAY SUBDIVISION, SE COAXIAL CABLE RUNS FROM PCS TO ANTENNAS; �/4, SECTION 1 , T2S, R 1 W, OF THE WILLAMETTE MERIDIAN. J & K PROPERTIES CORP. IN THE CITY OF TIGARD, COUNTY OF WASHINGTON, AND THS: 6900 SW SANDBERG ST. A NEW TELEPHONE SERVICE RUNS TO PCS; STATE OF OREGON. MAP# 655. USWEST TIGARD, OR 97223 A NEW 100A ELECTRICAL SERVICE RUNS TO PCS; COMMUNICATIONS BTS LEASE AREA IS APPROXIMATELY 375 SQUARE PROJECT LAND SURVEYOR FEET (SF); MARK A. LICHTENI HALER OVERALL HEIGHT 100'-0" vJ SITE INFORMATION C/O KDC ARCHITECTS—ENGINEERS _ 555 DAYTON STREET, SUITE A CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL WESTERN FREEZER INC P 1 EDMONDS, WA 98020 GRADING, INSTALLATION OF PAVING AND CURBS, 5900 SW SANDBURG RD (206) 670--8651 ' LANDSCAPING, SEEDING, AND r OTHER ANCILLARY ITEMS AS IDENTIFIED ON THE DRAWINGS. TIGARD, OR 97223 POR-074E VICINITY MAP - --- ---- - -- DRAWING INDEX \1SDESIGN TYPE SCALE: NOT TO SCALE -- 4 u f ARCHITECTUR�� U TYPE D T-1 TITLE SHEET OUTDOOR EQUIPMENT C- 1 SITE PARCEL �, & MONOPOLE ANTENNAS C-2 SITE PLAN C—S TOPOGRAPHIC SURVEY SHEET A-1 PCS EQUIPMENT PAD & MONOPOLE LAYOUT TITLE c ' X21 STRUCTURAL iz PROJECT LOCATION TITLE SHEET S-1 STANDARD NOTES AND DETAILS _ S-2 STANDARD DETAILS SQ ELECTRICAL i� E- 1 ELECTRICAL SITE PLAN AND ONE—LINE DIAGRAM o ------ E-2 ELECTRICAL DETAILS SHEET NUMBER E-3 ELECTRICAL DETAILS 2 i E-4 ELECTRICAL DETAILS E-5 ELECTRI^,AL DETAILS o V VV CRY OF TIGARD APVMM __ _cQnditiona1ty App(�rav_ed................................. . }' For only the work as de_Cr, Fc " sew Lotter to: Faflow.............. 6900 SW sandburgJo , BLIP 97-0382 z Rah, r,•.,, .,. b Address: � ()f 28 - - gy;_ _dr Date• IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 __ ~ DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I j �1�i�11i,�lil iI�INhllil IIIIIII{Illlf +141111�1i111 1ill�l��ri�il ��ifil���lll III-Il�fi�t�F�l �II�Ilf�tlll� I�III�I�1'i'� t ��l���f��� � ������ ����fMii�� f Ellbtrl Iluhtll IIIIIuIIIIIIIlIIII ImIInI!ulllir� �tllrtl�lir�ll�I �il'thru Iiitlrtr�IiIIbll�iirsilnlo Illtll�It' rnihnt tuilnn iltht��Inillilt atdnti nti#�n ttrl;}�r �rliMili� �ti�l II��r I!dttinTitwh:M � i i - - j - - - - _ _ I _ _ NDBURG ST 4 � I ADJACENT ZONE I-P USE: MED. WAREH. ! I 1 _ I • I - � _ LANDSCAPEDI? COURT AREA a W a a EXISTING /I I DRAWN BY: MJS DATE:AC PAVEMENT CHECKED BY: AMJ ------------ 220._'-� EXISTING PARKING I ± A 1 3. , �rJ GP f � . \ I E%PtRE9 qey IL AIDING _ADJACENT ZONA I DOCK _ SITE ON Ln� • Consulting Engineer; C_P I-P =1NDU USE: INDUSTRIAL PARK PCN ILANOIFORE60 - 57201 PHOENX.ARIION� 955004DlomUSE: RAW LAND a M ��� PHONE (503) 2'.1-3251 PHONE (802) 2111-1010 �Vwfj EXISTING SHRUB FAX (so3) 227-79110 "Ax (ao2) 2115-1010 i 31 I GRASS // o EXISTING CONIFEROUS TREE EXISTING WAREHOUSE MI AREA = 15,000 SF 1 Ij TREE HT-33.7' (TYP.) ZONING- BUILDING ZONE: I-P USWEST I , 1 COMMUNICATIONS ADJACENT ZONES NORTH: I-P PROJECT �•" �•' ,� �� ��� SOUTH: I-L /;/ `• > �� EAST: C-P WEST: v-P �u SITE INFORMATION WESTERN FREEZER, INC-- (D _ - SEE SHEET C-2 I I ti 1..• 8 C 1 FOR SITE PLAN / f_. I % 69TIGARD, OR00 SW D97223BURG RD THIS AREA � PARCEL: DESCRIPTION SQUARE FT. PERCENTAGE POR-074E TOTAL PARCEL 43,560 100.00% -' N DESIGN TYPE ~- GRASS Ir EXISTING J �� -/--` -- - - EXISTING BLDG 16'800 34.44% - � W D 15.61 % TYPE D LANDSCAPING OUTDOOR EQUIPMENT �' ---- w & MONOPOLE ANTENNAS �" ----`-"- PROPOSED r, _--- -- CELLULAR SITE 375 0.86% m '� - - -- - ' SHEET TITLE 170.03• (� EXISTING PARKING 13,332 30.61 % i SITE PARCEL ADJACENT ZONE TREE HT--34.5' USE: INDUSTRIAL BL CK BLACKBERRIES �_ NOTE: SHEET NUMBER AI SITE PARCEL PROPOSED NEW CONSTRUCTION LIMITED TC WIRELESS SCALE: 1/16" 1 '-0" RADIO TRANSMISSION RECIEVING ANTENNAS MOUNTED ON A NEW 100'-0" MOINOPOLE, AND EQUIPMENT & 1 RELATED ELECTRICAL/TELEPHONE WIRING, PAD I - " -- - - — - _ - MOUNTED ON GROUND BENEATH ANTENNAS.— 6,M SW Se"dbUIP BUP 97-0982 17.12R IFTHIS NOTICE.APPEARSCLEARER THAN THE L,r 71998 DOCUMENT,THE DOCUMENT ISOF MARGINAL QUALITY. MICROFILMED SD111111111111 mal IIIIIIIIIl111 `Illi UIIIUlylllil IIIIIII�r11I1 n��rl IIIIIIIIIiI ►I111Pit(I! �►�NI' T►(fl�I� ww a a - minn nnhm nnlnu nnhnl unhnl dm nIIr:L ndull unlnn unhu unllm uu6m nuhul nuhel nubm mduu uRlm nnlnn n La �, e EXISTINGSTANDARD CIVIL NOTE /J BUILDING 300 - - 0 1 . VERIFY AND CONFIRM ALL. DIMENSIONS AND CONDITIONS SHOWN OR �, �„ IMPLIED ON THE DRAWINGS AS WELL AS THE PHYSICAL CONDITIONS � 0 Q V) t &J OF THE SITE. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS I 05 1I 0 AND STIPULATED IN THE SPECIFICATIONS PROJECT SUMMARY. -81 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL o PROPOSED 25'x 15'x6'-0" HIGH CHAIN LINK FENCE Z. I TOPPED W/ 12" 3-STRAND BARB WIRE BE REMOVED FROM THE S11'_ AND DISPOSED OF LEGALLY. LEASED AREA i� ---`� -�^- 375 S.F. --\ °-° -E DET. 341 3. THE SITE SHALL BE' GRADED TO CAUSE SURFACE WATER TO FLOW AWAY �t343 - FROM THE BTS EQLIIPA!ENT PAD MONOPOLE S 1 OLE AND BUILDING AREAS. ' P OF CONCRETE EL. 214.50'- LACED ON FROZEN GROUND� 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE P . ILL OR O1 - 4 EXISTING FRC'ZFN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY F � � N PARKING / STALLS � 1'-6 - � �.� � EMBANKMENT. In - 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMO , H UNIFORM < ' r- -� _ - GRADE PRIOR TO THE CRUSHED STONE tir'PLICATION. 72' 4" T � / � DRAWN ._ DATE: --- TSI, i. fi. ALL EXISTING ACTIVE SEWER, V1�'r1TER GAS _ 3/17/97 , ELECTRIC, AND OTHER CHECKED 13Y: AMJ ( 5,_p" 6___------ \.' UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL F71_ MONOPOLE PROPOSED 100'-0" �, i� ES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, GRASS--.---- " SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD 62'-0" TO IEI at � BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR LJ 432 NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR TME PROPOSED 4'-O" A_ 1 / WORKING CREW. A _ WIDE- -ACCESS SATE ' _ _ 4' U, �'- 7. ALL EXISTING INACTIVE SEWER, WATER, GAS EL SEE DET. ', � -% r' 97'-0" TO � _ ELECTRIC AND OTHER UTILITIES, - o WHICH INTERFERE WITH THE EXECUTION OF THE WORK !' �_ SHALL BE � SHALL BE REMOVED AND ?3,as- -1 5 0 CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL J. Gtiv`" PROPOSED PCS -- NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF 3 EQUIPMENT PAS--' I ENGINEERING. �x�isi�s SEE DET. "'' 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED _ _ --�`--✓- ,, BED BY THE WORK AND NOT � 430A ----� COVERED BY THE BUILDING DRIVEWAY EWAY OR CRUSHED STONE, SHALL BE GRADED � Consulting Engineer; "� _ TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COV A-� - _---- - � �= _ �, 107'.-p" TO R _-._- `�__ COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 111 S.W. FIFTH AVE sr_ 2500 2800 N. CENTRAL AVE T S E 1010 PORTLAND, OREC')N 9-204 PHOENIX ARIZONA. 85004 � ._.� .._.--_._..-...�_._.. PHONE (501) 22'7-3261 PHONE (602) 264-1010 --�-- no 9. ALL MATERIAL_C AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING FAX (503) 227-7980 r. o o CODE, APPLICABLE STATE AND FEDERAL REQUIREMENTS. FAX (602) 265-1010 EXISTING CURB �00 Z �Z 10. 501E BEARING . �p RIN.� PRESSURE. VERIFY WITH GEO- TECH REPORT. / ?' } �I �I 11 . PROVIDE EROSION CONTROL AS REQUIRED BY GOVERNING JURISDICTION. PROPOSED ELECTRICAL -' �� METER PEDESTAL-/ My-- - _ - 12. REMOVE ALL EXISTING CONCRETE AND ORGANIC .�. __._.�.... ..._._._. ...... ........___..._ SEE DET. _.._. .--- ---- RECEIVE WALKWAYS, SERVICE YARDS, AND EQUIPMENT RCABINET AREAS 0 A SHOWN S-1 13. , GRUB OUT ALL STUMPS AND ROOTS LARGER THAN 1 - 1/2 DIAMETER. REMOVE ALL ..._...__._..._....�._... ....._ __. .....__,.. ....... ._ �--- GRASS GROUND COVER -� SCRAP METAL AND ALL FOREIGN MATERIALS. . .._. . .-.-..-,..._. ! 14. EXCAVATE FOR F OOTINGS, FOUNDATIONSUSWEST ------~--- -"�""' AND OTHER IMPROVEMENTS TO ----- SIZE AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE ANDF REQUIRED BACKFILLING FOR PROPER COMPACTION O --�"-`" MATERIAL. COMMUNICATIONS � _.._.�______.-.... ._ _.. _ .. ._..._......._.._.._ 15. EQUIPMENT CABINET AND ALL FOOTINGS TO BEAR ON FIRM, NATURAL PROJECT _--mow .... ... UNDISTURBED SOIL FREE OF ORGANIC MATERIAL OR ON ENGINEERED FILL. 16. EXCAVATE ALL SOFT, WET, OR SOIL OF UNUSUAL CONDITION TO FIRM W SITE INFORMATION \�_ NATURAL, UNDISTURBED SOIL, AND BACKFILL _..�. _ _----- L WITH EPIALS � SPECIFIED FILL MAT _ r I' WESTERN FREEZER, INC " � � ---------- --"� _ 17. COMPACT AREAS BENEATH STRUCTURES AND FOUNDATIONS 10 95� OF - EXISTING DRY DENSITY I MAXIMUM - ----._ - - � �� \\ DECIDUOUS IN OUS ACCORDANCE WITH AASHTO T-- 180 OR ASTM 1557, STANDARD 6900 SW SANDBURG RD 8 47.50_ W 1 -�U.U'' TREES METHOD OF TEST FOR MOISTURE-DENSITY RELATIONS OF SOIL USING TIGARD, OR 97223 A 1 JLB. j - - -- (4.5 KG) RAMMER AND AN 18' (457MM) DROP. MOISTURE CONTENT WITHIN 3% O � OF OPTIMUM AT TIME OF COMPACTION. POR 074E DESIGN TYPE / ,i18. BACKFILL MATERIAL TO BE SELECTED NATURAL FILL MATERIAL FR -------- --� SITE EXCAVATION OR OFF-SITE BORROW, TO CONSIST OF THE FOLLOW NG BLEND: WELL GRADED GRANULAR PIT RUN, OR BANK RUN SAND, AND/OR TYPE D SOUTH IE GRAVEL; SMALL COBBLES UP TO 1 - 1/2' IN MAXIMUM SIZE WITH NOT T MORE THAN 10% OF FINE OUTDOOR DOOR E UI S PASSES THROUGH A NO. 200 SIEVE, OR � EQUIPMENT APPROVED ON-SITE EXCAVATION MATERIALS. w & MONOPOLE ANTENNAS 19. MAXIMUM 6" LEFTS, COMPACTED IN ACCORDANCE WITH AASHTO T- 180 ShIEE.? TITLE ` OR ASTM D1557. \ 1.0. PROVIDE MINIMUM 3" C SITE I ' LEAN SAND BED BELOW EQUIPMENT � PLAN VERIFY WITH MANUFACTURER'S RECOMMENDATIONSQ ENT CABINET. NOIES NO GRADING IS REQUIRED } SITE PLAN NX SCALE: 3/16°' = 1 '-0" SHEET NUMBER C5r•s )900 sW Sandburg 9Up 97-0382 18 o128 ------...._. IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 - DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1i11�11 Ili �" I�I�I�I�II IIIfIII�I;III [1111111111111111 Jill 1111 IjIt gTjT_ tf�]"ItI1111 11111}t�rltff f�ltf,��ft ► t i,1 �httll �l f� �I!l�l� ��� f I��It!rt uIIhIII Iluhln lIII�IIII IIIIIt1l1�1111rn1 nilsln I�IIIINI Illiluu +Inlilil ii�Il�Hrliltl imluu nlllnnlii�Ilr1�1 lu�linitu��lai� i1��lini�+�rlMniNmfir� �Ilnt�r+il�ni�n�r '�►t� r��lm ����� n��i �r1ni� a�i►�I �iil►��' r 1 LREVISIONS N0. DATE ISSUE I "I" IC"K APV � 317/97 REVD W d qq Uj dSANDBURG STREET ° a WESTERN FREEZER INC. FOUND 5/8" IRON ROD Y.P.C. ° d BUILDING Hit 23.6' _ BASIS OF BEARING S 88'47'00" EI 197.23' d ° /10' ELECTRIC EASEMENT LD"0'"` DOCR/ /J S AIRS/ — FOUND 5/8" IRON ROD Y.P.C. / I 225 LANDSCAPED // --- AREA SITE POINT NAn 83 LAT:N 45'25'11.87" LONG.W 122.44'54.01" ELEV. 216.5' AMSL ASPHALT Access-� 220 �". U S WEST Communicctions WIRELESS PROJECT pp TLN III 2S 1 O 1 DD-0701 51 PROPOSED AIL 483 TO PROPERTY LINE q LEASIED 216 I p ALELECTRICAL WESTERN FREEZER INC. r / ( ,k TLN # 2S1111DO-0600 TRANSFORMER C/ •1 I I 3lIL• 2� / I I BUILDING HTt 23.6' 04 e I A L cuaB 25.00' N �-� N 05' W- I 216 215 ,Jk 238. 768. 76'' o N �� r— ' COVERED CONCRETE I/—SITE POINT NAD 83 C1 LOADING DOCK LA7:N 45'25' 11 .87" \ I : 122'44'54,01" ELEV TREES HTt 33. 7' > � ELEV; 216.5' AMSL 210 -- — NEltllElee - EAE"ITa ►.G 10' ELECTRIC EASEMENT205^ THI SLACKBERP,IES _� � —_ �6 7YEEtA11EA If� / � �—��� �— E6nadl. MI iAQiO ��-- -- (TAE) E70-SISI RIX (AAE) 711-ION —_— —210x— _�--_— �_� �= FOUND 5/8" IRON ROD— x • ■ - - 6' CYCLONE. FENCE x ■ E is _ N 88 45'00" W x E _ 164.95' FOUND 5/8" IRON ROD N 8845'0 — _ _ / _ 0 --" TREE HTt 34.5 THICK BLACKBERRIES °R CONTINUED DOWN SLOPE TREE HTt 34.5' RE(HEMPED - g TLN # 2S 1010D-0703 PROFESSIONAL I LAND SURVEYOR JIO E BD2 TLN # 2S101DD-0800 I _ RUBR+MCUMARTINEZ SEEM pEp. MAONEnc DEcut VSAQG 2LE. O 30 20 10 0 30 uscs MAP, OueO uXE oSWEco QUADRANGLE. OR 19.0 � � MMS1E214 DECLINATION ITE PLAN - - z0'001 10 5 D ,(, SCALE: 1" 30' 1 SITE AREA DETAIL 0565 MAP. OUAO UNE OSWEGO OUADRANGLF, OR 1980 - SCALE: 11" 1 D' 2 INFORANTICN 2i1010D °'D2 r WESTERN FREEZER T E REPORT UTILIZED FOR THS PROTECT WAS PROVIDED BY WESTERN AMERICAN TITLE \ 011f N f WESTERN FREEZER The Dounldds NOT o boundary suns, This i• 0 tmOgraphical/i,toM lonm Suns, only. 6 MPANr, ORDER NO 6547198-P99 EFFECTIVE DATE FEB 5, 1997 LAND SURVEYING, ry P,.mTatlan .ha." h.,.an i• a raPNa depiction of a L,al d„Driptian 6900 SW SANDBURG ST. \ 217 5 E111f I•'1 POR 074E provided urv�Seo i mat mIe insurance company Id•ntRled above. me •cyap* of work for this MAPPING & CPS •.Pre:.•d of lin led ri bo"ma;amal polann er tri• aoryti, or r41Pon4IblDty TIGARD, OR 97223 Eli! ADORSSE: _ 19900 $W SANDBURG ST 2 ) Basis of Bmr.ngs for this kuney )4 record information and found monumthe as A ortion of BIocY 4, SAIEM FREEWAY $UBDIVISIDW, situated in the Sawth"pf `/ _ TIGARD, SA ON 97227 haled on In+ drawing a * City r of Section I, Township 7 WashSOL'ington Range r Wqt of IM more particularly Q, 4 n• o of Tigard. coamr of waNin9mn dna State or on9on, mor• panmwody — OWNER! NAME: WESTERN FREEZER INC. 1) a.... of Elevations it either foam benchmarks as noted, or Global Posnianing POR-074E d cr�bse ns fouowe 109D N6' XEIEgq 9u12E Si Porflwd, OR 87810 —�— - Sretam (GPS) Oa;a (+•• not• no. 41 nn,npPhone., (000) 801-7008 OWNERS ADDRESS: •900 SW SANDBURG ST 7.50 of Inc most a Soul Sin. comer of coin Block 1, tMnn North PEZ: (000) 801-1181 — 72ND AVE TIGARD, OREGON 97223 4.) Latitude, Longitude and •yvalbns an duiwd ham a Limbls Pra%L GPS raeeivu 8 ]'S0 wnl along The $own tim mnr In* a .Ilona of T'mee f.n. IMrrce North 1100-L c .oY As5EIu1, c«upyinv a •;.tion for 20 minL•a• inu Bata Carrier- DESIGN TYPE S' 1'15' Wqt 2]°719 fat to a point in IM South line of $andlur9 NrseL IltMde BOVIh PIERRBaIoa, G. 81088 —� MSSSSORE PARCEL NUMEUIQ: R459903 echlevebM c racy 'n d¢imner LM sing tit( mil.-Phase data) i. Dort-Dmc4ned e 47'IXf Eon alan9 told South lin•, u distance of 19735 forst to u• moat Edgowl PheaR: (510) 101-0M0 Ar: (010) 101-0010 Most Corner of said Block 4, JmFi South 1'13'00' West alone the EOE, TIM of __ YA^ ID NVMSSR: Q.L.N.) 25101 p0-0702 + crock ., a distance of v7.15 feel to me point of beginning. SANDBURG ST Coryoyab (//1101; DEDYIM NET AREA OF UNDERLYING PAI 11.90 ACRES Phone., 80p_ppll I NET AREA OF PRO}EOT A _375 a_a Ft M 0�'J 0 P 0 L E zit \ AREA: 375 J L',TInDE:(NAD enN 4525'1t_e7'LONSETUDE: W 12244'5401' NOTES (NAO 27)N 45-2512,51- W. t2Z4442 75' SHEET Tf S I TI�C GROUNO ELEVATbN: 216.5' NOVO AT S'TE POINT TLE • PARAPET ELEVATION: N/A a OCClDu0u5 TREE EVERGREEN TREE IASIS OF ELEVAI'MOS:GPS SEE NOTE /4 72ND AVE a - FIRE HYDRANT a URLIr" TOPOGRAPHIC SURVEY END MONUMEMyy��.. 1iOF ldRINQ: SURVEY / 111111SURVEY RECORDS OF WASHINGTON COUNTYI, Ruben M. Mortinst, d Re91shred Professional Land Surveyor Licensed 'N+ LIGHT POLE5 ATE POINT OREGON. locations,under Laws Latitude the and otntitof ude coordinates INA INA,y cArtily that Me 0 • Mokeew 9i ( D 83', observations and f1 SET STAkE OfWatlom as shown hereon Ore bored upon a field eVrvsY performed by s ELEV • SPOT ELEVATION moor under my supervision on March 3, 1997 and that the boundary CONTROL POINTImes and easements as shown are based enlimly upon the information / ` • CONCRETE contained in d PrnllmPo y Title Report Provided by WESTERN AMERICAN TITLE W INLET © � r�e'De0 knpwadge a ;f6547BB-P99, and are ar Curate to the Den of my SHEET NUMBER R ELECT"'n BON — EXISTING FENCE LINE • TELCO BOX ------ BOUNDARY UNE •-_G �IfI/R7_ Ruben M. Moshe, Or.90� H.IA�/2935-- �n w ASPHALT ADYCENT BOUNOaIY UNE Date UNDERLYING PROPERTY LEGAL DESCRIPTION VICINITY MAP MAP souRCE THOMAS GUIDE - 1997 ED _ PAGE 655, GRID GS N.T.S. LEGEND SITE DATA -'” . SURVEYORS CERTIFICATION Seco sw s.ndbury l-- SUP 97-0382 Il 19 of 219 PORG74E.DWG ML 3/7/97 IF THIS NOTICE APPEARS CLEARER THAN THE DLT 71998^ DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED S DIIIIINaII III�I«111111 IIU(I}�IIIU rIU►,I�tilU tlllllll�lll �rDp 1ftll t(4( fi �y+ l Il�q +irr^'�!n'I�)R�R ) 4Allorlon unluu unlnR unhm unhn1�1111 RIGI11 IMIIIR RIIIIA iI11IRl 11111111 IIIII1111.1111I1111 IIIIIIRU11nMN >I1IIIRIIIIIIiN111111/ X 2'--6" (MIN)FROM CENTER ---PROPOSED 360 4'-(r LINE OF ANTENNA - ANTENNAS S- 1 ,�_� 0 (n ,} ---- --- - — _ SEE Pc 437 433 436 rr® A_ -2 - �0 POWER I b ----EXPANSION I N �I"� B uP I c 0 o %-- ANTENNAS - _-- b .- SEE DET. 437 433 436 b m MINICELL N A- -2 ICAM� - ---- - ,N. N I z z Lkiz 4 — C9 C9 C9 I b GROWTH HDSL CABINET 4' DIA. MONOPOLE BASE FOR • REFERENCE ONLY CABINET GROWTH a an i � LnN > <L b J b NOTE DRAWN BY: MJS DATE: ; NFMiM K "'�'"�"' CHECKED BY: AMJ 3/17/97 Imm wwa" 00o mm PROPOSED PCS EQUIPMENT PAD_ LAYOUT 430 , SCALE: 1 /4 F FRONT RE= 1 -0 = I AR = LEFT ' s � � , AT f � Q _ ZEXPIR68 Ljj 0 Q D D 1 uj • Consulting Engineer; 111 S.W. FIFTH AVE, STE 2500 2800 N. CENTRAL AVE, STE 1010 0 I GPS ANTENNA 2 PORTLAND, OREGON 97204 PHOENIX, ARIZONA 85004 BRACKET / PHONE (503) 227-3251 PHONE (602) :64-1010 -- 100� FAX (503) 227-7980 FAX (602) 285-1010 I 3 16" r- I r- EXISTING I S • BUILDING � rn � N __..-_-...._.._..._._..-..._....._...... Ik... __ .. USWEST I I o COMMUNICATIONS I DIN 7/16 FEM PROJECT / ALE Lu SITE INFORMATION I 1 '-6" I - PROPOSED PCS D D 8(6 WESTERN FREEZER, INC EQUIPMENT __4N 6900 SW SANDBURG RD PROPOSED PCS 'nWD, OR 97223 EQUIPMENT I y o _ 074E f - 4 1 /'4" 4 11/16" 2 3/4" POR— DESIGN TYPE I TYPICAL ANTENNA DIMENSIONS � TYPE D 437o OUTDOOR EQUIPMENT m MONOPOLE ANTENNAS FOUNDATION & MONOPOLE SHEET TITLE DESIGNED BY OTHERS PCS CDMA CELL SITE EQUIPMENT PCS EQUIPMENT PAD & MONOPOLE LAYOUT APPROXIMATE WEIGHT APPROXIMATE DIMENSIONS I LENGTH x WIDTH x HEIGHT c3- NORTH NORTH ELEVATION WEST ELEVATION PCS CDMA MINICELL PRIMARY CABINET (-/) SHEET NUMBER 432 - - PRIMARY POWER CABINET WITH 850 LBS. 30 x30 x60 SCALE: NTS SCALE: NTS FOUR BATTERIES 1100 LBS. 30"x31"x60" 3 PCS CDMA GROWTH CABI14ET 750 LBS./EACH 30"x22"x60" g COMPACT ANTENNAS CABLE COVER ASSEMBLY 20 LBS. 12"x29"x14" d I i 6900 SVV San*jburg BUF 97-0382 20 of 28 +/ IF THIS NOTICE APPEARS CLEARER THAN THE 01'r 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED r1111�1111i1 !IIi!IIIIll Ig 111111I�I�III II'llllll�lllll 111111111111 I t�nr(!jl�lf r 1111111111111 1 I�I�IIIfir�t�1 i'.0!Ilil�rl� 4 ► rlt1� � 1�1 I f�l�11�1� �I�lfl1��I1i. ylltttl ►IIIItitl IttllrtuNltllnllilnlltttt imllrn rr►rlmr urritrrr rrlllrrrl Irrrinrt►rrrlurrinnlnrrll!��hnr rrrllnntrurbm rnrhl�I nrihrrl nuluntnri�rm rnbrrr nlr+rs rnri+n iri�tt rlrll+~� nrht�t ►r��t nrlultlnnhrrr mrinn uNlrrr�� s 10'-0" OC MAX TOP STRAND -- EXTENSION - -- OF BARBED WIRE. ARMS NOTES: 45 _-______- -Z� 0" (INSTALL FENCING PER ASTM r-567, SWING GATES PER ASTM F-- 900) 3 STRANDS - " " N Z BARBED WIRE -�--TOP OF CORNER, END OR PULL POST- 2 1 2 NOMINAL (2.875 O.D. 1 TOP RAIL z FABRIC 1. GATE POST, / ) SCHEDULE 40 PIPE 5.79 LBS/LIN FOOT FOR GATE WIDTHS UP THRU 0 z PLANT OR FACILITY SIDE 6 FEET OR 12 FEET FOR DOUBLE SWING DATE PER ASTM-F1083. LINE POST -' 4 - 2 1/2 " OD L, _ c"- -- PROJECT ABOVE �.. 2. LINE POST: 2" (2.375" OD) SCHEDULE 40 PIPE, 3.65 LBS/LIN FOOT PER ASTM-F1083. �� (n �, TENSION -� SID PIPE Q m II GROUND AND SLOPE o z 0 0 WIRE G d ALL AROUND (TYP) o FIN GRADE I 3. GATE FRAME: 1/2 (1.875" OD) PIPE, 2.72 LBS/LIN FOOT PER ASTM-F1083. \ -- - -- - AS SHOWN CONCRETE PAD 4. TOP RAIL. & BRACE RAIL: 1 1/2 (1.875" OD) PIPE, 2.72 LBS/LIN FOOT o � -' - CAST-IN-PLAC.F PER ASTM-F1083. OR PRECAST) 5. FABRIC: 12 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392. w � w NOTE: SEE NOTE ON DETAIL. 345 _ 6. TIE W;RE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS TYPICAL " --- - A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG ELEVATION 1 -0 RINGS SPACED MAX 24 INTERVALS. F. IN ! WOVEN WIRE PENCE r- T I N WIRE: 7 GA. GALVANIZE STE L. � N N N 341 - TYPICAL SECTION 6 UNLESS SHOWN OTHERWISE 7. ENS 0 D E _ #4012 EA WAY-7 IN TABLE OR ON PLANS TRO`NELED EDGE TYP. 8. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH< /-1/2" < < < WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5 <04 In - - CENTERS. ,• .p�`'_ - ---�----o FIN GRADE DATE: 4'-0" MIN__ _ _ _ _.-�. 9. GATE LATCH: 1- 3/8 " O.D. PLUNGER ROD W/, MUSHROOM TYPE CATCH DRAWN BY: MJS 3/17/97 CLR OPNG I 7-111-11111 I-_--- 1 . ALL `*:ONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A-I 301 , ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. 2. AL' CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. ( N SPECIAL STRUC TURA. INSPECTION NOTES 3. REINFORCING s -- -- L SHALL CONFORE, TO A_ fM A 615, GRADE 60, U,�-'ORMED UNLESS NOTED k riERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 1 . CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING CLASS "B"LDED AND ALLE HOOIKS RE SHALL BE LESS NOTED OTHERWISE. SPLICES OF REINFORCED CONCRETE EXCEPT SLABS ON GRADE. STANDARD UNO. _ 3'-0" (3 PLACES TYP`) 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 0 AZIMUTH z z z 2. BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 0 0 0 BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS CONCRETE CAST AGAINST EARTH........3 IN. ,, ----AN TEN N A AND EPDXY BOLTS INTO EXISTING CONCRETE. i x CONC3ETE EXPOSED TO EARTH OR WEATHER: TX1/RX1 ANTENNA DOWN-TILT TXO/RXO 3. REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, #6 AND LARGER 2 IN. RED YELLOW BRACKET -- RED/GREEN z ? FOR ALL ...,..W-W .............. CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM! 1 ABOVE #5 AND SMALLER do wWF,,.,,,,,1 1/2 IN. w AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ITEM 2 ABOVE. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ..` 4, WELDING: SLAB AND WALL /'< 3/4 IN. /. , BEAM: AND COLUMNS..............1+ 1/2 IN. TZO/RZO \ r- A. ALL STRUCTURAL WELDING, INCLUDING WELDING OF BLUE/GREEN %/ I TY1/R Y1 N N 0 IN REINFORCING STEEL. PER AWS D1 . 1 . 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE _ WHITE/YELLOW NO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 OR AS INDI 'OATED OTHERWISE. B. NOT REQUIRED FOR: 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1 8" LA N DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM N I 1 . WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWN DAT BY: MJS - ` DRAW OID � THE EINEVATEDVSLAB�UTTING EXISTING REBAR WHEN DRILLING HOLES IN � V) CHECKED BY: AMJ 3/17/97 L I 7, INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER 5. HIGH-STRENGTH BOLTING. DURING ALL BOLT INSTALLATIONS ANDJ TIGHTENING OPERATIONS EXCEPT FOR "SNUG TIGHT`-BEARING BOLTS, MANUFACTURES WRITTEN RECOMMENDED F„OCEDURES. 240 AZIMUTH a VERIFY SPECIFIED TORQUE AFTER INSTALLATION / 20 AZIMUTH . � 8. FLOAT SURFACE SHALL BE SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL � \ ”r- \ OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN +/- 1 DEGREE. SURFACE FLATNESS SHALL BE +/- 1/16 INCH PER YARD. — - 9. CONCRETE SHALL BE AIR ENTRAINED WITH THE NEUTRALIZED VINSOL RESIN, T7.1/RZ1 TYO/RYO DAREX AEA OR SIKA AER. THE AIR ENTRAINING AGENT SHALL COMPLY WITH BLUE/YELLOW • 22. ASTM C250, LATEST EDITION WITH MINIMUM ENTRAINED AIR OF 3% TO 5%. WHITE/GREEN J Ca0A� EXPIRES saaw ® Consulting Engineer; 111 S.W. FIFTH AVE, GTE 2500 2800 N. CENTRAL. AVE., STE 1010 PORTLAND, OREGON 97204 PHOENIX, ARIZONA 85004 TANL7ARD CONCRETE AND PHONE (503) 227-3251 PHONE (602) 284-1010 302 R .. UPPER ANTENNA MOUNTING CONFIGURATION FAX (503) 227-7980 FAX (602) 295_1010 EiF JRCING BAR NOTES 433 SCALE: NTS - -- - /�-- MONOPOLE 0 DOWN-'LLT BRACKET ANTENNA USWEST COMMUNICATIONS,0 ',,6" ` 2'—� 9/16" 1'-11 1/4" 0 AZIMUTH 1/2" DIA ANCHOR BOLT I + BOLTED MOUNTING BRACKET PROJECT " (TYP 12 PLACES) I I �---- 2 1/2" DIA PIPE MOUNT G v SITE INFORMATION iV 2'--2 5/16" I r _ FOR DOWN-TILT WESTERN FREEZER, INC to 0 3 16" _ I BRACKET _-j6900 SW' o � � / _ 1/8 ( •->cv r- � SANDBURG RD N do TIGARD, OR 97223 7/8" JUMPER --- --- -- _ POR—'074E 00 I I � N---MONOPOLE DESIGN— I .� TYPE 0 7. 7 8 7/8" 2 1 2" DIA. PIPE W 2 -2� I I / TYPE D _ � °w OUTDOOR EQUIPMENT �---- LOWER ANTENNA BRACKET & MONOPOLE COAX ACCESS HOLE ANTENNAS 240 AZIMUTH SHEET TITLE y g 10" / ;�� -MOUNTING BRACKET 120 AZIMUTH STANDARD I -ANTENNA DETAILS � SHEET NUMBER ANCHOR BOLT PATTERN FOR �, 419 ANTENNA MOUNT EXPANSION ANTENII"�, 436 434 MOUNTING CONFIOURATION 3 i MINICELL PCS EQUIPMENT MINICE � LL PCS EQUIPMENT o SCALE: NTS 6900 M Sandburg BU^97.0382 22 o�28 IF THIS NOTICE APPEARS CLEARER THAN THE OU'r 7 199P ~` DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1 I'I I I I I(I�1{I I{111 I{I{I{I 1 1{I 11` 1 I{i I{ill I l l l l ( l �I i t l l I I I i i l ��!II{i 111{II t i{!{I{I1 11{i{l ��ill{ III.{1 ��i�lj IIIIIII1Njf I IIIII ��1�„� II II � lillll �i�i.Ilnt II4 � II C ifllllll tlllll111 IIIIIIIfiIIIiIIfUI pnitHl IntInIl IIII{IUI IIr111IiI nI11�IlI IIIIIIfiI IIIIIIIIII+IIIltIIr IIIlI11a rrIIInI�I�Ilrinrr IiIfIIIIL�IaIIiII ILII+IIIIII1iI�1�Iir1lnllnr Irlrrn Iridal r` t�lp ndrrt Ibrl alrui 1II1�unitt��IN� I P , 1 i I I I I - ELECTRICAL SYMBOLS V ® GROUND ROD WITH ACCESS - - -- -- - -- - PGE TRANSFORMER _-" - - 1 12.5KVA GROUND ROD o • -- - _ - - 120/208V 0 CADWELD TYPE CONNECTION 0 COMPRESSION TYPE CONNECTION --- --- 3 ,. PVC SCH . 40 - - - - - - GROUNDING I --__-_-------------------7�''------- _ W/PULL CORD TNDERGROUND CONDUIT Scsc = ---------------- 1 CONDUCTORS BY PGE 20 , 088 Amps ------- PERIMETER 100A , 240V ' I --J(---1F--�E- FENCE �'— EUSERC 304 ' 00,SAFETY SOCKET METER REPRESENTS DETAIL NUMBER CIRCLE AW 144TB I 1 1 /4 " RGS M � I (2 ) y2 THW P ABBREVIATIONS Y I I O #2 THW, N AWG AMERICAN WIRE GAUGE / BCW BARE COPPER WIRE (SOLID TINNED) a a < a a a # I I ' I I 1 NEMA 3R FUSEf� DISCONNECT GPS GEOSTATIONARY POSITIONING SYSTEM � SWITCH, 100A, 2P, 240V c DRAWN BY: MLB DATE: NEUTRAL AND PC PERSONAL COMMUNICATION SERVICE CHECKED BY: JSG 3-11 -97 1 / I CUTLERHAMMERGDH223NWK ROUND S PPC POWER PROTECTION CABINET O0A WITH BUSSMANN LPN -RK-100SP PRC PRIMARY RADIO CABINET FUSES RWY RACEWAY �vsPR({�f "ro'F7 L #6 AWG TVP. TYPICAL p 2 1 I RGS RIGID GALVANIZED STEEL /J EXISTING I EMT ELECTRICAL METALLIC TUBING F �A°..1 � OREGON I Isc = CONNECT TO REBAR TELEPHONE 0 BOARD ' —� DWG DRAWING (�3) n 6 19. 5 i 3200 AMPS IN EQUIPMENT PAD (w5) 202_1422 Aq0 GR INTERIOR GROUND RING (HALO) ti-a��«q.<.GND ACCA ANTENNA CABLE COVER ASSEMBLYEXRRE6 06-JO-97 RING1 /4" RGS BTS BASE TRANSMISSION SYSTEM GEN GENERATOR 2 X12 THW, pEXP. EXPANSION 2" EMT PowER1 N6 GND N BSCW BARE STRANDED COPPER WIRECABINET o Consulting Engineers ISCW AVENUE, S1E2500 5J5J N. IBM STREET57E 220 I INSULATED STRANDED COPPER WIRE OREGON 97204-]628 PHOENIX, MIZONA85016 TELEPHONE ) 227-]251 PHONE (802) 264-1010 ONE-LINE DIAGRAM 27-7960 'AX 60 I - NTS LE 500 I PLYWOOD I 1 DIVIDER , I ' 553 I / E6 I E E US WEST TO 104 (TWT HOUR FIRE RATING) COMMUNICATIONS I - I I _ TELEPHONE PROJECT BOARD E6 � SITE INFORMATION 326 ;� �� � / i CONCRETE PAD _ EXISTIIvC PGE I E2 _ MFUTURE WESTERN FREEZER, INC FOR EQUIPMENT PLAN ' 360 TRANSFORMER I O 440 S1 6900 SW SANDBURG T146SEE 1 I VAULT ' ---� r2 TIGARD, OR 97223 VAULT X6998 I ❑ j Et __ 1 12.5KVA _ �-• � POR-74E I3" PVC I MINI- 0 DESIGN TYPE — I POWER ' 440 CELL - TYPE D OUTDOOR EQUIPMENT EQUPAD SEE365 WECA MONOPOLE ANTENNAS TO PGE S1 TRANSFOMERJSEE 5178 FOR SHEET TITLE -- E4 o ----" 562 COMPLETEGROUNDING ELECTRICAND ONE-LINE LINE SIPLAN TE RAM 0 0 N ELECTRICAL SITE FLAN o N — scALE: 1 /8" _ , '-o"06 ELECTRICAL EQUIPMENT PLAN SHEET NUMBER '\E- 1 SCALE: N I 6900 SaDtlDm9 BUP 9'-0362 23 a128 IF THIS NOT ICE APPEARS CLEARER THAN THE OLT' 7199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SDIII III 111111 II III III lilll ' IIIIIIg1"! IIIpIIIII 11 illllllirllll n�mllml IIII�Iilllltl ilggiJt<Ip t illligryf yet)► lit►} �1A Man� MAY[M a .;.•� 2 I,IIIIIII IIIIV{II11{IIlI{II IIIllllll{Itll{N1111111111 OIIIfl�IIi IpI11H111111 IIIIIIRI IIIIINpIII11I1111111111111 Illllllldlllllllll IUilllll IIIIIIIU I101flll Id11nI1 III111N1 AgIMN INIaB M;'ANl�if FINISHED GRADE, AC PAVING - v� - --- v MATCH SLOPE AND THICKNESS V Or EXISTING ----1 TRENCH MINICELL 2" EMT- POWER CABINET 16" RADIO CABINET D0u HOUSE (CCA) 1 1/4" RGS CONDUIT -- , ALONG PAD AND UP "LB" FITTING TO DISCONNECT SWITCH _ _ _ ( + PROVIDED UNDISTURBED 2 RGS ON CABINET -� I(� PATBACKFILL 'LE' FITTING CONDUIT --- - - - - ^- - - - COMPACTED ED FOR 2 RGS - == ===-=__=-_= III f'�REARTHWO RK SFS(�IFICAMN r- RAISED HOUSEKEEPING PADLj .� — __ BACKFILL WITH SAND PER EARTHWORK C I SPECIFICATION UTILITY WARNING TAPE RAISED HOUSEKEEPING PAD -SLAB ON GRADE ELECTRICAL CONDUIT DRAWN BY: MLD DATE: -- 03/11/97 -SLAB ON GRADE CHECKED BY: JSG -� BLDG. WALL �..� �- PROM, 10047 JOINT SERVICE TRENCH �� 1N� BURIED CONDUIT /� ELECTRICAL T1 CABINET CONNECTION POWER CABINET CONNECTION s� -w OREOOPI 3026 - -- 4 D A - <44 B �.� 0'7-. 97005 Pf,onr (503)) 292-6000 F" (503 292-1422 REY S. E-mad n►*nqInqOnr� .com r D(PIRES 0630�97� j is =0 Consulting Engineers NOTE: FLEXIBLE BRAID JUMPER SHALL BE MOUNTED 111 S,W. FIFTH AVENUE, SfE 2500 53.53 N 16TH SIKET, STE 220 PORTLAND, OREGON 97204-3628 PHOENIX, ARIZONA 85016 SO THAT IT WILL NOT BE SUBJECTED TO PHONE (903) 227--3251 PHONE (602) 264-1010 FAX (503) 227--7980 FAX (602) 285-1CoO DAMAGING STRAIN WHEN GATE IS FULLY OPEN - IN EITHER DIRECTION BURNDY GRADE TYPE KSU SERVIT (10 PLACES) - ->E-- BURNDY #S AWG BCW CADWELD • F- TYPE KSU SERVIT I ' �Z (5 PLACES) - �-- -- - - - - - - -- --- - - - -� Ye ��w�,., .cw I 2'-6" US WEST I FLEXIBLr I CLIPPER I COMMUNICATIONS I BRAID I ( CABLE TO PIPE - RING GROUND BURNDY I CONNECTOR 2 AWG BCW PROJECT TYPE B RING GROUND BURNDY TYPE GAR - CABLE TO PIPE #2 AWG BCW I BRAID TO PIPE I CONNECTOR CONNEC BURNDY TYPE GAR _ fS71TEINIFORMATION — 2 AWG ecw WESTERN FREEZER, INC t— — — — — -- — — — — — -- — — — — — — — -1 GROUND ROD COPPERWELD 6900 SW SANDBURG ST I #2 AWG BCW 5/8 " DIA X 8'-0" LONG CABLE TO CABLE TIGARD, OR 97223 CADWELD POR-074E CABLE TO CABL: CADWELD DESIGN TYPE -RING GROUND #2 AWG BCW TYPE D OUTDOOR EQUIPMENT NOTE: & MONOPOLE ANTENNAS 2 AWG BCW AND ONE END OF THE FLEXIBLE BRAID JUMPER GROUNDING STANDARD DETAIL GROUNDING - STANDARD DETAIL BURNDY TYPE BD) IS JOINED TO THE FENCE POST WITH A - -- — BURNDY TYPE GD)) GROUND CONNECTION. THE OTHER END OF SHEET TITLE HE JUMPER IS CONNECTED TO THE GATE WITH A (BURNDY TYPE GG) PENCE GROUNDING GROUND ROD CONNECTOR, TYPICAL 2 PLACES. 502 -- — - 503 ELECTRICAL DETAILS Lill - STANDARD DETAIL I GROUNDING _ of PENCE GATE GROUNDING _ SHEET NUMBER M1 N - - — ) 01 n [V N I ' 1 8900 SW Sandburg 8UP 97-0382 24 of 28 i IF THIS NOTICE.APPEARS CLEARED THAN THE ULT 7 1995 DOCIJMFNT,THE DOCUMENT ;C OF MARGINAL QUALITX. MICROFILMED 1i yffl 111111 m­ �►IIi�IIIi�Ii I�IIIII�ilill ilililj�litlt �Illtit�tl�itl II�illlir1111 t rjr�t�tl,�tf� � tltl!�#'IItII tll�llt��tlo � tlllllill�I�! tI-tltlrltlrltl IIr~It����it�� ���fi���il�Tf IIIIIII! IHIII►II !I!lIIINIIIIIIIIII Ittlltnt i!!tl!!n lt�tlttt!Nt�i��H Iftlllll�I�I!!IIlI'r t+rtlHtrinulriir nnll�ia !!llflullm�Inl! rmhmlmdrlll i►nlu►1 I�t►�n��Nnrlul� ��rltitta��I�Iltn tu�lN t11�t ttt�t 1t�lt �i�tt ktMlttlr ar;��ln��a� � GROUND ROD BOX - REINFORCED CONCRETE 8 1/2 " ID CHRISTY COVER CHRISTY F8D TYPE F22 r, LOOP' AS LARGE AS � -� c 0 GRADE POSSIBLE TO AVOID `—� \ Q �✓ __.. SHARP BEND �� __.--- 116 .. SCJ 0 G `' 2 AWG BCW - 1 -=' o o i EE NOTE 1 0 CABLE TO ROD T. 0 0 0 CONNECTOR ____ — _. 0 0 0 0 —_------ ----_— ___--_S 0 01 0 0 0 BURNDY TYPE GAR �-- 0 0 SOLID CABLE TRAY 3 �0 C� 0 REINFORCED �` GROUND WIRE _PLAIN GROUNDING CLAMP � 0 0 0 1 CONCRETE EXTENSION / z CONNECTOR SEE NOTE 2 TYPE CTGC 1 -3/16 CHRISTY TYPE ADS `n BURNDY TYPE KSU . - ---t---- ck. I CLEAN SAND FILL I .! Ln w GROUNDING CLAMP 2 OR 3 HOLE CONFIGURATION OZ GEDNEY TYPE CTGC RING `'ROUND --- I #2 A%,; BCW SOLID CABLE TRAY LEGEND I . . __. 1 - COPPER GROUND BAR, 1/4" X 4" X 20", HOLE CENTERS TO MATCH ` NEMA DOUBLE LUG CONFIGURATION _ GROUND ROD COPPERWELD 2- INSULATORS SECTION 3- 5/8" LOCKWASHERS DRAWN BY: MLB DATE: 5/8 " DIA X 8'-0" LONG - CHECKED BY: JSG 03/11/97 4- WAIL. MOUNTING BRACKET NOTES 5- 5/8-11 X 1" H 1 . GROUND WIRE CONNECTED TO RING GROUND. H.C.S.@OLTS 2. TYPICAL FOR EACH SECTION OF TRAY. p PRO` GROUNDING - STANDARD DETAIL ,7�2 GROUNDING - STANDARD DETAIL GROUND ROD WITH ACCESS GROUNDING - STANDARD %�°: ��'- � "�' OREGON SS TRA DETAIL BOOVW10n, Ur on 7 Y GROUNDING r Pnon. 503p2929 0W 506 GROUND BAR ric , AIL FAX ., ��3; 292-1422 FRE G,O� 507 a «,QOrwwV.com r S. 509 EXPIRES 06-30-97� I Consulting Engineers) ! 111 S.W. HFTH A� 2500 SW N. JOIN SIRM I SIE 2201 �- — — - PORnANO. OIAEOON 0 3628 POEN AN ONA 06010 I PHONE I 1 EPFIONE (OOZ)_ 264-1010 1 I --- - _ FAX � - ( ) 1010 CABLE GROUND KIT - #6 AWG STRANDED COPPER GROUND WIRE GROUNDED TO GROUND BAR) #6 AWG STRANDED COPPER GROUND (STAN ARD ANDREW GROUNDING KIT) WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT • • r ANTENNA CABLE-- _ -�- - _--- - ANTENNA CABLE - - - - -- US1/2- DIA. -- 6„ WEST 1� �'- MAX. MAX„ DIA 6" COMMUNICATIONS TYPICAL CONNECTIONPROJECT -M OP CABLE GROUND KIT TO ANTE TYPICAL CONNECTION OIC CABLE GROUNDNNA GPS CABLE END KIT _ FOR ANTENNA GPS CABLE AT EQUIPM ENT END SITE INFORMATION WESTERN FREEZER, INC 6900 SW SANDBURG ST CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND TIGARD, OR 97223 WIRE (GROUNDED TO GROUND BAR) W RE ( GROUNDED TO GROUND BARPPER (STANDARD ANDREW GROUNDING KIT) POR-074E ( BAR) _ ( STANDARD ANDREW GROUNDING KIT ) DESIGN TYPE CABLE GROUND KIT --"--� ANTENNA - � _._. - - � - �- -- - TYPE LJ CABLE 7/8 " DCA. 6" OUTDOOR EQUIPMENT MAX. -_ & MONOPOLE ANTENNAS ANTENNA CABLE 7/8" DIA. -- SHEET TITLE 6"� MAX. ELECTRICAL � NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND L o NO TE: DO NOT INSTALL CABLE GROUND KIT AT A BEND DETAILS n- TYPICAL CONNECTION OF CABLE GROUND KIT I NoCONNECTIONTYPICAL Ol CABLE GROUND KIT S-H_EET NUMBER TO ANTENNA CABLE END END - FOR ANTENNAEQUIPMENT-- _ 5 -� 3o AT - cV 513A 6900 SW Sandburg HUP 97-0382 25 of 28 IF THIS NOTICE APPEARS CLEARER THAN THE 0UT' 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ( +��il�il I!i l►iIII�I�I + +l+Illl�llll! l��Il�i!!I!i! ' lllllliilllll i �� �l�f ' 1C!l11111�1i ��l�I r 1111t1i�1 . IF I � J�jf! )))full VIII{n! INIIIIII II:111111 Init� i I rl t , . I �{it r! r ill{III{ tHrllfli It11INtl rlNltlli{tllltrlllrlltltirLftillgU tt{rltn,{tudnn futfnrr nrr�!,,dir+tlnn nrtrn t1�IHrr l,IlNrr r{3rllriMnr n{ur{�{� rlwu fi FOR ACOITIONAL G ROUNDING �` ��� �� �� LIGHTING ROD SEE 51» X\53A 561 �� � � 526 .� ,�Q CONNECTION TO LIGHTNING RODE3 E3 E3 E6 E,, \ 2" CROMMETED F:r)'E IN COVER FOR ACCESS - COVER- 0 <520 LIGHTNING —r" , _ SUPPORTS FOR PVC E4 PR ECTION �--� �- GROUND BAR FOR /' � � FLEXIBLE PVC 4 DIA. COAX GROUNDS GROUND BAR FOR LIGHTNING ROD i I 2 AWG, I 524 509 1 CABINET GROUNDS 2/0 BCW { FINNED BCW I - 1 MOUNT BONDED LIGHTING ROD CONDUCTOR ONLY TO MONOPOLE 0 DUCTOR r (RING GROUND) E 5 E3 i 52048 509 506 - _ w E3 I----- ,�� ---- ?, 3/4" DIA. o BY OFHERS �"� I / FLEXIBLE (FUTURE) I - - "� MONOPOLE PVC j I FENCE aa am POWER 1 J °�� w CELL CAB. 1 / < < < < < < >� 1 CAB. °' 1 2/0 CONDUCTOR MONOPOLE _ BC,"v .• FOUNDATION DRAWN BY: M LB I DATE: 1 #,.• "" CHECKED BY: - JSG U3/11/97 1 --.)DISC. #2 AWG TINNED BCW RING GROUND p1 H,. 97 1 SW. 1 1 'CiN GIN r, 1 1 I ` _ 172n2 ol 9400 SW Mn-Hillsdale H" OREGON Suits 250 r, 503 _4-•------ w -_-��` Bwrp rfon, Oron 97005 v Phone: (503) 291-6000 E`,nF4Y FAX: (503) 292-1422 E2 ` ` E-mail: rw*nq*nrwV.com FY S. G 1 1 O 06-M-11117 501 502 0'-6 12'_0" 2,_0.. E2 E2 GROUNDING - STANDARD DETAIL Consulting Engineers MONOPOLE LIGHTNING PROTECTION 11, S.W. FIFTH AVENUE, STE 628 HOE N 16TH STREET, STE 220 GROUNDING - ST N DETAIL - PORTLAND. �r� 97204-3629 PHOENIX, ARIZONA 10106 520 PHONE (503) 227-3251 PHONE (602) 264-1010 FAX (503) 227-7980 FAX (602) 295--1010 MONOPOLE EQUIPMENT GROUNDING — 5178 FROM GPS ANTENNA - (QTY 1) I FROM ANTENNA GPS ANTENNA RX STANDARD ANDREWS CABLE (TYP.) GROUND KIT \ -- --� - ' ( TYP. ) -ANTENNA �-- JUMPER 1/2" (TYP.) I TO CABLE � CABLE ---- ------� I COVER WEST ASSEMBLY /� FROM ANTENNAUS QTY 6 COMMUNICATIONS� `---------�' FROM ANTENNA GROUND BAR -- ( )1 ANTENNA - ANTENNA 2 AWG iSCW) (TYP. OF 3) I CABLE (TYP.) -- CABLE I PROJECT s*' I� ---- ---J WOO �` I (E INFORMATION / ��� 1 TO CABLE CONNECTOR WESTERN FREEZER, INC TO CABLE TRAY A � � COVER COLD SHRINK � #6 AWG � ASSEMBLY 6900 SW SANDBURG ST I WEATHERPROOFING KIT (TYP.) STRANDED , COPPER TlGARD, OR 97223 J WIRE POR-074E s NOTE: COMPRESSION CONNECTIONS I I ; DOUBLE HOLE OF COAX GROUNDS AND ANTENNA -�-�- t------�---�-- DESIGN TYPE CONNECTORS MOUNTING BRACKET GROUNDS MAY 1 (NP•) ESE MADE TO GROUND CABLE IN LIEU I � I ` - __- OF COPPER GROUND BUS BAR ON TYPE DINSTALLATIONS ONLY. I #2 AWG BCW TO # ? ROOFTOP RIN r OUTDOOR I GRJUNDING BAR #2 AWG BCW � G ROUND EQUIPMENT & MONOPOLE ANTENNAS TO TRANSITION 1 ON MONOPOLE GROUND BAR AT ALL DOUBLE 1 (QTY 3 n' ) BASE OF MONOPOLE HOLE LUGS (TYP.) SHEET TITLE I w #2 AWG BCW ELECTRICAL TO RING GROUND DETAILS GROUNDING — STANDARD DETAIL GR — OUNDING STANDARD DETAIL a CONNECTION OF GROUND WIRES TRANSITION GROUND SHEET NUMBER oTO GROUNDING PLATE LOCATED AT EASE OF MONOPOLE c6 522 ____ X230 cV / �s (V 6900 SVS Sandburg BUP 97-0382 26 of 28 IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 19°R DOCUMENT,THE DOCU;.LENT IS OF MARGINAL QUMATY. MICROFILMED 1�111111M11111 11 I1111II MI IIIIIIIIII11! ( iI111II�1I111 II11lIl�111I1 11f�(i� jl�l �11I11t 111I1 11lI11iCt�ll1 11l11II�M11 I�I�II��i 111 ';f1it1;ill�ll lll�it�'iq� �IIIIIII Illllnu IIIIIuIIltrtlllnh►Irilinl ttulrru IIIIIIrII InIIIIIr rrrilnlr nnl�rrl rnlllnrhrllhrli Illlhta ntlhlrl�nrdn�r trnllm r�utilu nlr��r+r�iir�Oar rnlrar r�rllrot IHtlln Ilil�rt �t .` i � ahs rr�nn nulrin�rHl FROM GPS ANTENNA SECTOR DOWNTILT SECTOR DOWNTILT SECTOR DOWNTILT GPS 0 120 240 ANTENNA @@ /(QTY 1) LENGTH LENGTH LENGTH LENGTH a PS ANTENNA COAX (FT) COAX (FT) COAX (FT) COAX (FT) CABLE (TYP.) CABLE CABLE CABLE CABLE r FROM/TO TYPE/ TYPE/ TYPE/ TYPE/ i SIZE RX/TXRX SIZE RX/TX RX SIZE RX/TX RX SIZE GPS I 1 FROM ANTENNA LDF4- LDF4- LDF4- ANTENNA \ (QTY 6) TO CABLE 50A 50A 50A ANTENNA (JUMPER) 1 8 8' „ 1/2„8' 8' 8' 8' TO CABLE CABLE (TYP.) /2 1/2 1 COVER 1 ASSEMBLY a 1 — I N2 AWG BSCw 0 FROM TRANSITION JUMPER LDF6-- LDF6- LDF6 - LDF4- U — I GROUND BAR --\ CABLE (TYP.) CABLE TO• • 50A. 50A 50A 50A o� ` TEo , POINTNATION 1 1 /4" 110' 110' 1 1 /4" 110' 110' 1 1 /4" 110' 110' 1/2" 50' e TO CABLE Q < Q < 1< a �_ COVER ASSEMBLY DRAWN BY: MLB I DATE- CHECK D ATE:CHECKED BY: JSG 03/11/97 LDF4- LDF4- LDF4- {� TERMINATION 50A 50A 50A T01NT CCA 1/2" 5, 5 112" 5, 5 1/2" 5, 5 ��� PR(1�F y vi /02 #2 AWG BCW TORING GROUNDMW sw BM-„Iwaa4 "q OREGON Bwt. 2 . Orem a>005 AWG BCW TO ANTENNA CABLE CONFIGURATION o�M°'°(3n3) 2a2 RING GROUND p• I FAX (503) las-,ass I ElPw� OB-JD-97 GROUNDING — STANDARD DETAIL TO ANTENNA TWO HOLE LUG �� I� ANTENNA 509 522 ®Consulting Engineers GROUNDBAR MOUNTED AT CCA 524 I GROUND BAR E3 Ea 111 S.w. FIFPI AVENUE, STE 25005353 N 16T:'. STREET, STE 220 TOP OF MONOPOLE PORTLAND. OREGON 97204-3628 PHOENIX, ARIZONA 85016 STANDARD ANDREW PHONE (503) 227-3251 PHONE (602) 264-1010 GROUND KIT MOUNTED ON FAX (503) 227-7980 FAX (602) 285-1010 NOTE: DO NOT SURFACE OF POLE) INSTALL ANTENNA �� I (TYP. OF 3) GROUND KIT ON �� GPS ANTENNA CABLE BEND (TYP.) / WITH 1 //2” COAX AI,O GdOUND KIT 561 TO P CS CABINETS 6 AWG �_� I j2 AWG BCW 6 AWG c6 (QTY 6, 2/CAB.) �TYp ) i I i COMPRESSION CONNECTION 1 I #2 AWG INSULATED SCW ROUTED / DOWN INSIDE OF MONOPOLE TWO HOLE LUG US WEST I HANDHOLE III COMMUNICATIONS (TYP.) i i (TWO HOLE LUG W PROJECT COAX CABLE (/ (ONE SHOWN) —"� I ANTENNA509 523 ---IF , GROUND BAR E3 Ea SITE INFORMATION (BOTTOM OF MONOPOLE WESTERN FREEZER,MOUNTED O I I I I \ \ SURFACE OFrrPOLE) 6900 SW SANDBURG 9 I 1 I I I I I I I 1 1 TIGARD, OR 97223 I III (2) CADWELDS TO POR-074E TO ANTENNA CABLE `♦ MONOPOLE DESIGN TYPE #2 A.:EG BCW COVER ASSEMBLY 2 AWG BCW TG RING GROUND I MONOPOLE 0 RING GROUND I FOUNDATION TYPE D NG GROUND 2 AWG BCW I III I OUTDOOR EQUIPMENT I —I --------j Bc MONOPOLE ANTENNAS SHEET TITLE #2 AWG BCW ---------- ELECTRICAL DETAILS w GROUNDING — STANDARD DETAIL GROUNDING — STANDARD DETAIL GROUND BAR MOUNTED AT CCA ANTENNA CABLE GROUNDING TO SHEEP NUMBER EQUIPMENT GROUND BAR 524B GROUND BAR AND MONOPOLE GROUNDING 526 0 - 5 OT 0 N N 6900 SW Sandbur9 OUP 97-0782 27028 IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199p DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAfLI�IMICROFILMED I�TY. p� � D olnm auum WAN nldlnl mdnn n dm In�m mlhm nn6n�i llnh o mdmHll.�Illn ut�ilnidll d�m Inlhlln;�ll�ill�in�ll nI>hm,mh�ni1tiadlo Imh�i Ilal rlr�1(Ill�fi( dan a�Iml'ml!( � �� 6" �— GPS ANTENNA NEMA 3R FUSED DISC. SWITCH > 100A, 2P, 240V NEMA 3R METER BASE W/LPN-RK.- i 00 SP — 100A, 120/240, 1 PH. FUSES EUSERC 304, SAFETY GROUT ALL VOIDS -- I SOCKET W/BYPASS 0 CIRCLE AW #1 14TB AROUND SLEEVE NOTE 1 : 4 • 4 • CONDUIT ANCHORAGE IS REQUIRED 1 -1/4" RGS CONDUIT • NEARBY TO PREVENT MOVEMENT THRU PENETRATION. • CABLES WITHIN CONDUIT PENETRATION LAJ SHALL BE APPROPRIATELY SEALED I I AFTER INSTALLATION. a II ' II I I i SEE STRUCTURAL.. DETAILS FOR ALL v CHANNEL. FRAMING CONSTRUCTION \� 8 1 /2 'DIA COAX CABLE- 44oe ��— SEE NOTE 2 ( OR EQUAL ) aw 5 MIN. BENDING RADIUS I I I I E2 " 4I _ GROUNDING KIT CONCRETE • I 3" PVC SCH. 40 — I I I DATE: WALL — * I I DRAWN BY: M!_B � U.G. POWER CONDUIT I I (TYP. OF 2) 05/11/97 TO POWER CHECKED 13Y: ,ISG _ #2 AWG ISCW \526 CABINET PIPE SLEEVE ES II -- P I I 365 ���a E F NOTE 2: SEAL PENETRATION WITH COMPOUND FOR TWO HOUR UL RAIED CONCRETE PAD � �► S 1 1r1o2 THERMAFIBER SAFETY INSULATION AND FIRE CODE COMPOUND PER UL .0 DESIGN N0. WL 3034 OR WL 7001 . FIRE CODE COMPOUND TO MEET NOTE: CONDUIT SUPPORT TRANSFORMER PROVIDED BY MONOPOLE MANUFACTURER. 9400 sw e�-�►bod. Hirt' OREGON THE REQUIREMENTS OF UL 1479 AND ASTM E814. ALL APPLICATIONS (SEE DWG C1 ) Suit* zso 8wvrton. 0(ego m 97005 FAX (503) 292-11422 FRE'Y S. `1 MANUFACTURER'S RECOMMENDATIONS, UNITED STATES GYPSUM ftone: �M .►� 0W com COMPANY OR APPROVED EQUAL 9 wV STANDARD DETAIL RACEWAY - STANDARD DETAIL �.�- 97 SECTION - CONDUIT GPS ANTENNA DISCONNECT AND METER PANEL PENETRATION AT WALL INSTALLATION ON MASTMOUNTING �10 4 - 5 61 DETAIL Consulting Engineers 562 111 S.W FIFTH AVENUE. STE 2500 5353 N 16TH STREET, STE 220 PORTLAND, OREGON 97204-3620 PHOENIX, ARIZONA 85016 PHONE (503) 227-3251 PHONE (602) 264-1010 FAX (503) 227-7980 .-AX (602) 285-1010 L:0 TERFACE PLATE Color code the coaxial cables with colored heat shrink tubing as descrided below. The actual color codingwill take lace after the P 0 0 0 ° cable is laid out and the connectors are installed. As part of the � S G S2P S2G SIP sic Sa coax return loss measurements, this effectively "rings out" which TACK WELD UNISTRUT 0 0 0 0 0 0cable is which. So the color coding will occur during the return loss ; TO STEEL STRUCTURAL STEEL ° ° measurements on the coax. / / / / The color coding is as follows: S�0/P S I"/G Rx ,P S I/G S1X9A S1a1/G WS US WEST ° @, � To identify the sector: �— UNISTRUT CHANNEL 1/2 " SPRING NU COMMUNICATIONS P10MIN. L UNISTRUTTYPP1010 = RED 0 Degrees or True North PROJECT MIN. LENGTH 6" Y, ' (TYP.) PO E>R CAA E1 USER 0 ---- 1/2 " THREADED ROD ° &*W T1 &*M 00 ° GNV00 Y = WHITE 120 Degrees or E.S.E (TYP.) 24" P1000 00 GM SITE INFORMATION UNISTRUT 1 " JUMPER 00 z = BLUE 240 Degrees or w.s.w WESTERN FREEZER, INC (TYP.) ° ° ° /2 _ CABLE (6 TYP) To identity the ;ort: 6900 SW SANDBURG ST — — — — — TIGARD, OR 97223 ELEVATION W o 0 GREEN POR-074E — PROVIDE UNISTRUT 3/8" DIA P1008 � i r., DESIGN TYPE SPRING LOADED NUTS (TYP PER HANGER) _ W W M I w I 1 = YELLOW o �? w F TYPE D 2" EMT TELEPHONE CONDUIT °p_ ___ —�____ � _-- -------- ___ -- ANTENNA So each coax will have two stripes on each end of the cables. Thesf, ' ' ' �' '- , CABLES stripes should be approximately 2 inches Zang. OUTDOOR EQUIPMENT I I I I I & MONOPOLE ANTENNAS ITZO/RZO TZ1/RZ11 ITYO/RYO TY1/RY1 IITXO/RXO TX1/RX1 I For the end of the coax that goes to the antenna, attach the L-----------------J I.______________.__i ---------J stripes near the antenna as possible, ensuring that they won't get SHEET TITLE 240"AZ 120'AZ (YAZ covered up by the weather-proofing and can be seen from the ground. 9 ELECTRICAL GPS DETAILS 0 142- COAX DETAIL RACEWAY - STANDARD CABLE CONDUIT SUPPORT ASSEMBLY COLOR CODING OF COAX CABLESSHEET NUMBER 553 COAXIAL CONNECTIONS DETAIL " AT CCA - - a0 6 569 571 0)C? 6 " I 690C SW Sandburg gUP 97-0382 28 of 28 IF THIS NOTICE APPEARS CLEARFR THAN THE OUr 7 1995 DOCUMF,NT,THE DOCUMENT IS OF MARGINAL QUALITY. 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