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12390 SW SCHOLLS FERRY ROAD-2 J rGD. -1.4 71 t1IJUJI) 1L : 4g Vo jjUp1pitit� IRL I'WJuJ LL1 :.4 JI1M R) 1L ; 40 YD VVMIrau/►Wnu it • Aft- AMDA%W OF RICHARD MARTINEZ 3TA1"E OF Colorado � ss COUNTY CIF DanvO c � I. Rlehard Martinez, first being duly sworn, states as follows; The foregoing Instrument waa =W=ibed and sworn to before me this 6thday of February, 1997, go aft t g ng by Richard Martina. I. t am an employee of U S WEST Communications Wireless Croup in Portland, Oregon. WTTNESS my hind and official soul this day. 2. I am employed with U S WEST as a Senior RF Engineer. My Commission Expires: 3. U S WF. I- T has chosen to deploy Code Division Multiple Access (CDMA) in its Personal Communciations System (PCS) architecture. r� • 4. In lay opinion. the power level of a COMA system is coasidcrably less than "N Lary Public conventional analog cellular and other digital commudcations technologies. S. U S )EST's CDMA base stations are specified to =nsmft in a licensed frequency hand designated by the FCC. 6. In the Portland area, all base stations will be openifing on the E Band frequency block (transmit frequencies: 1965 - 1970 MHz). U S WESrz cell sites wdl be operating at a nominal Effectim Radiated Power (ERP) of less than 10P Watts in tho Portland area. 7. I, Richard Martinez, do hereby, under the by penalty of perjury, state that the foregoing is true and accurate to the best of my l mmWedge. • .s ated chis raay of February, 1997. .'e •' • luct* A d U S WEST Wireless Senior RF Engineer 3950 INE 172nd Avenu Room ZU Portland, OR 97230 . . (s03)?S1-sz6s i =ww5U "amsii (SSD MSA) 1 . uswersJi 097MSII) 2 12390 SW Scholls Ferry BUP 97-0383 1 of 23 12390 SW Scholls Ferry BUP 97-0383 2 of 23 R-943 503 221 4873 503 221 4873 02-24-97 12 : 53PU P003 911 . _. _.__._._... . ...._ 'T3 02-'L4-9? 12 : 53PM ? 002 � i : P.-949 1F THIS NOTICE APPEARS CLEARER THAN THE C'Gr 7 1998 DOCUMENT, TME DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED P�lji Irl I ! I I I I I I I Ifl-M r I I I� Ijljl Ijljl � l I { Fiji i I I 1 I , t�l�'j''1 � i � � I � �� � i� ill ` . � awe I ' I fI i � � � r r rtr�lr, on, urrhm,,����ari �r����{ Ill:i �� �rl�� ��rjnr t��Hrtr r�� �r� �� �� r1111y"1flm, �� 1111 SECTION SPLICE SECT. P/N ASSEMBLY GENERAL NOTES: DWL,. NO. LEVEL & WEIGHT 1. TOWER HEIGHT _JT_ FT. 2. CONCRETE TOWER BASE vC0JN0ATIIA4 nWG NO. Sf-� IU CUBIC YARDS OF CONCRETE. 3. REMOVE UPPER ANCHOR BOLT TE.APLATE BEFORE INSTALLING TOWER BASE. WAVEGUIDE ENTRY PORT 4. GROUNDING REWIRED: = YES L-3 NO INSTALL ABOVE GRADE GROUNE"NG PER DWG NO. INSTALL TOP do BOTTOM BUS BARS PER DWG. NO. ULM-01- 80' .— S. FINISH: ALL STEEL NOT DIPPED GALVANIZED. i PAINT REQUIRED: L7 YES = NO AnaI 6. INSTALL IIIIIII LOCKWASHERS AND HEXNUTS IIIIIII LOCKNUTS (SEE SPECIAL. NOTE). + 7. SAFETY CLIMB DEVICE REWIRED: Viii YES C7 NO I INSTALL PER DWG. NOL FP-SC-1A AND MANUFACTURES INSTRUCTIONS. 6. LIGHTNING ROD REQUIRED: = YES Cj NO INSTALL PER DWG NQ EP-LIQ-4-4 3WO BOLT CIRCLE 9. LIGHTS REQUIRED: M YES = NO 10. ANTENNA INSTALL.ATM PER CHART THIS DWCG. PLAN DETAIL 11. CELLULAR PLATFORM REQUIRED: M YES ® NO H 12. WAVEGUIDE BRIDGE REQUIRED: M YES w NO I '* 13. " SHIELDS kEQUIRED: 17-1 YES i NO v ro N 14. INSTALL STEP BOLTS IN ADDITIONAL BRACKETS n SURROUNDING EACH SECTION (LOCATED 4' BELOW TOP FLANGES). LL 15. REMOVE ALL TRASH AND DEBRIS FROM SITE. 16. ORIENT SECTIONS MATH PART NUMBER TAG AT BOTTOM 17. ANY FIELD DAMAGE OR FIELD MODIFICATIONS NEED TO BE DOCUMENTED TO ANDREW CORPORATION AND ALL EXPOSED (BARE) METAL SHALL BE GIVEN ONE COAT (MINIMUM) OF DNC RICH PAIN"L 18. INSTALL TOWER NAME PLATE. PART NO. 348070-1. IN OPEN STEP ANTENNA INSTALLATION CHART BOLT HOLE AT APPROX. 10'--0 ABOVE GRADE USING 5/80 X 1 1/2 BOLT PROVIDED. ANTENNA TYPE ELEV. AZIMUTH OFFSET ANTENNA MOUNT INST. DWG 6 PANELS 77.5' N /1 N/A FP-ANT-02 (3) PANELS 73' N/A N/A FP--ANT-03 _ (1) GPS ANT. 30' N/A N/ FP-ANT-05 11U& 40' � 91ZJ f7 NOTE: THIS TOWER HAS BEEN DESIGNED FOR THE FOLLOWING ANTENNA LOADING: ���;,��L� I i1,)r.�v%S'j IT IS THE ERECTOR'S RESPONSIBILITY TO INSURE THAT ALL PRACTICES AND PROCEDURES UTILIZED DURING �►,� • ASSEMBLY AND ERECTION Wl7RK REQUIRED ON THE TOWER DO NOT ENDANGER THE SAFETY OF ANY PERSONNEL NOR (6) PANELS 42`x5: O 77.5 FT: w/(1) 7/a: t:OAx EA. � ''! 1 t3���yFE � � TH k (3) PANELS 42040 O 73 FT. W/(1) 7/a COAX EA. 1 r' E STRUCTURAL INTEGRITY OF THE TOWER. f (1) GPS ANT. O 30 FT. W/(1) EW63 r. OnEGON - BOLTS SHALL BE TIGHTENED BY THE TURN-GF-NUT t , 1 �aj MITiNG METHE0. BOLTS SHALL BE INSTALLED IN � �P� CONDITION.HOM oTM�Ma�eATTAINED BTF w IMPACTS �GHT AYN�. N OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN < USING AN ORDINARY SP')0 WRENCH. T�1 TIGHTEN m N 40 NUT AN ADDITKJNAL 1/2 TURN PASSED SNUG-TIGHT. DRAWINGS REQUIRED: DESIGN LOAD: EIA/TIA-222-E O sQ MPH + 1/2" K2:. r 9)) 2 Y4"0 X 10'-0" LONG ASTM S GR. 75 ANCHOR BOLTS SF-96948 ANDREW CCRPOITA71ON W/ (3) HEXNUTS EACH HARDENED STEEL Denton. x. U.S.A. 76205 FP—GRD—EIA � 2701 MoyhlM Rrrd BASF PLATE Tekphonec (817) 566-2400 FUITWASHERS FPO—ASSY—SM 0m, ����� FAX/ (817) 381-8188 FPS—ASSY—STD LEVELING NUT FP—ANT-02 SPACE UNDER FP—ANT-03 _ :• : BA PLATE HATH FP-ANT-05 '-" NON-SHRINKING FINISH GRADE I I I I GROUT FP-LR-4 ---- I ! I I MI-89-01 CONCRETE PIER < A RELEASED JD T-Z� FP-SC-'IA _ " r�tJf REVISK Ns ELEVATION VIEW DRAIN-SPLIT PVC PIPE — FP-NOTES _ a ""L- KEY ASSEMBLY FOR A �0 _ F�", 12390 SW Scholls Ferry DRAINAGE SLOT FP—ERECT MUST BE KEPT OPEN STEP TAPERED MONOPOLE BLIP 97-0383 s of 23 863E ELEVATION DETAIL 6ECHTEL 4�S WEST., IL ------ I (NTS) rt -_ six POR082D FP-969411 IF THIS NOTICE APPEARS CLEARER THAN THE 007- 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMEDI 111 i � i � l � l � l � � �, ► l I ' i'� IIlII ll ! liiili ' ili � i iI Tlr't-i i l li i I f I il; r1 ��1 ai � ili � ' � j1111 i ` iill CIi ii1l111111111 111111 'I ! 1I 1I. � l I ND i I�IIIIII I�IIIIIII �lullliiilllllllll��III��I�Illlllillll II�l�lI11 IIIII!!i lIIlEilll�II11{Il�lil.f0i�lllllillll:Ill,Ilttlilll �i1111lILIIIIIIIIilllill�'Iilfllll�illi tli1�11111i1ii�ttllillll��lt� ����Ni� iil��itl� I��I�II�i lu�����i 11t��t� �II�'�� ��1�R �� 1�1I:{iii{ �11�1��It�ll��l� u MATERIAL REQUIREMENTS * MAXIMUM REACTIONS I. ILR CUBIC 'i ARDS OF CIvCRE iE REQUIRD PER PIER. DESCRIPTION QTY, SIZE LENGTH 2 REFERENlZ ANCHOR BOLT LAYOUT DETAIL FOR INSTALLATION OF ANCHOR VERTICAL BARS 16 1 7 25'-0' BOLTS UN INDICATED BOLT CIRCLE DIAMETER. 3. FOR DRY HOLE CONDITIONS, WHEN CENTERLINE OF SHAFT IS SUFFICIENTLY PEDESTAL TIES 28 3 12'_0» DOWN _ 1 k OPEN AND CLEAR. CONCRETE MAY BE PLACED BY THE FREE FALL METHOD PROVIDED THAT IT DOES NOT HIT THEE SIDES OF THE SHAFT, RODS. SHEAR 4.8 k SPACERS OR IF CONDITIONS DO NOT ALLOW THE —" TOTALLY UNOBSTRUCTED PLACEMENT AS DESCRIBED ABOVE. THE USE OF 0.T.M. -257.5 ft--k AN ELEPHANT TRUNK OR TREMIE PIPE WALL BE REQUIRED TO PREVENT SEGREGATION .1F AGGREGATE IF WATER OR SLURRY IS PRESENT IN THE SHAFT, THE USE OF 'WET HOLE' PLACEMENT PROCEDURES UTILIZING A ANCHOR BOLT TEMPLATE TREMIE PIPE MUST BE FOLLOWED, 4. CAISSON SHALL BE FOUNDED ON SOLID UNDISTURBED SOIL BOTTOM SHALL BE EXCAVATED TO A LEVEL PLANE AND CLEARED OF LOOSE MATERIAL 12» BOLT S. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF �--HEAVY HEX NUTS 3000 PSI AT 28 DAYS AND SHALL BE INSTALLED IN AGC WITH THE ACI-318 BUILDING CODE REQUIREMENTS FOR REN DANCE PROJECTION FORCED i CONCRETE. 6. CONCRETE SHALL BE PROPORTIONED AND INSTALLED IN ACCORDANCE 40 WITH ANDREW DRILLED PIER FOUNDATION INSTALLATION AND QUALITY CONTROL SPECIFICATION. DWG. NO. 343501. UNLESS SUPERSEDED BY INFORMATION ON THIS DRAWING. _ ORIENT THE CENTER OF (1) ANCHOR 7• THE CONCRETE SLUMP SHALL, BE 1 INCHES PLUS OR MINUS ONE INCH. 80LT WITH THE CENTERLINE OF STEP 8. TEST CYLINDERS SHALL BE MOLDED AND LABORATORY CURED IN BOLT LADDER ON MONOPOLE. ACibPDANCE NTH ASTM C31. THREE PAIRS OF CONCRETE COMPRESSION TEST CYLJNDERS SHALL BE MADE FROM EACH TRUCK LOAD OF CONCRETE. CYLINDERS SHALL BE TESTED IN ACCORDANCE 2 - #3 TIES WITH ASTM C39. TWO CYLINDERS SHALL BE TESTED AT 7 DAYS AND O 3» C/C TYRO CYLINDERS SHALL BE TESTED AT 28 DAYS (REMMNING PAIR OF YUNDERS ARE FOR REDUNDANCY). REFER TO SECTION C.8 OF AMDREW DRILLED PIER FOUNDATION INSTALLATION AND QUALITY CONTROL SPECIFICATION DWG. NO. 343501 FOR FURTHER INFORMATION REGARDING MARKING. AND TEST,NG OF CYLINDERS. 9. VERTICAL REINFORCING BAR; SHALL BE OF GRADE 60 AND TIES OF GRADE / 40 STEEL WITH ASTM-A6+3 DEFORMATIONS AND DETAILED IN ACCORDANCE WITH AOI-315 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES). 10. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 3 INCH CLEAR COVER OF CONCRETE. IN THE INSTANCE THAT GROUND LEVEL VARIES. THE MINIMUM ANCHOR BOLTS 11. DISTANCE FROM FINISHED GRADE TO TOP OF PIER SHALL BE 6'. PIER EXTENSION. RESULTING IN INCREASED EXPOSED LENGTH ABOVE FINISHED GRADE. SHALL NOT BE ALLOWED WITH OUT THE � 30 BOLT CIRCLE APPROVAL OF" THE TOWER PROJECT ENGINEER. • 4 (8) 0 2 1/4" x 10'-0" LONG 12. ANCHOR BOLTS SHALL HAVE UNDISTURBED THREADS AND BE I (ASTM 615 GR. 75) ANCHOR- POSITIONED SO THAT INSPECTOR CAN MOVE THE ANCHOR N / 3(26) - #3 AT 1'-0» CA BOLTS W HE TEMPLATE FROM TOP OF PIER TO TOP OF ANCHOR B BOLT ANCHOR t G!.T XNUTS EACH. THREADS WITH HEAVY GREASE, OLTS. COAT TEMPLATE W / 13. BOTTOM ANCHOR BOLT TEMPLATE SHALL BE LEFT IN PLACE AS SHOWN. CUTOUT IN GLEN TER T 14. THIS FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE A LT Lb ,OU 1 RECOMMENDATIONS OF CUSTOMER SUPPLIED SOIL REPORT PREPARED ®7 TERRACON PROJECT TEAM, DATED 2-7-97. PROJECT NO. /:5408-001-01. TASK 6. FOUNDATION CONSTRUCTION SHOULD BE (16) - #7 X 25'-0» PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE VERTICAL BARS Sal REPORT. 15, THE SOIL. REPORT INDICATES GROUND WATER PRESENT AT .APPROXIMATELY 1g• 0' DF,.JTH. CASING AND/OR SLURRY MAY BE REQUIRED. Z/Z 2 7 -- 2 (MIN.) LAP 8) 13 X m 30-60' E BAR 1M�� O=AKT. � 74= AXORAF rix/U�� LL' (16 - X 256_0. J U �� , , ,,� , p VERTICAL BARS _ / �8223 RE S? A RELEASED JD 1�- EQUALLY SPACED Fl,� r�'ON z �•�� i 6 19g Q ISSUE REVISIONS OWN APPR DATE F� � �p� � " DRILLED 0 4'-0 M. 3 CLEAR N LED CAISSON FOUNDATION es �z/.�/9� FOR A 80 FT. TOWER Z Fes: 6ECHTEL/US WEST 12390 SW Scholis Ferry ELEVAON • .rill PIER REINFORCING DETAIL < SIX SWC. NO. BLIP 97-0383 - _ < POR082D SF--96948 4 of 23 — IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1998 DOCUMENT, THE DOCUMENTIS OF MARGINAL QU)kLITY. MICROFILMED „ ,I (111 /[��1y'7 L11� 1 � Il � lfl ISIi � IIi1I I4jrjrjllill-l- 1fl1I # lot ILII j � � /Irir - � � til lel 19 � III � . I � � � � 1 � � � � � � ■ � � � � � � � � � � � � ��� � r. (�I�IIII IIli�lIll Il111�11.111.111�IlI�! !r! �F,11�1�111,Tjl . 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O coo N 1 c 40 NMtnlhcptn tAJ 000000 � O W O00 u 03 00 00 00 in '" M M O a. tv) � to n D cV � d• to cN. w• � 3 CL CL 0- 0- c - 0- o r N 2 Z < of til Q U cn Q 12390 SW Scholls Ferry BUP 97-0383 5 of 23 •"i1"".""M ..ae..,�....�__.,__._-_,.-.r..,..._. ,MiIYIIM'�n..r.�,..,.,.,•...,,,,,r. ,•.,•.,e„I.►„MY„�rry�e,+�.••ea.•IMgwvr ... _. OUT- 71998 - IF THIS NOTICE APPEARS CLEARER THAN THE ' _ Y DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED • I ' ���ljifllllili i � ! ! ill � illlll Ililll ! � IlI ! I - l'II ! ! II I ! ! i I ! � ! i • ! ' I ! i I• � . � � � • � VIII I , I II � �� ���� IIIIlI � . li � i I ! il11 �� � � � �� Trl c�cicc�► cc{{Iccccluccl��ccicc{c�ucc,�.iislc�c��cc�l�t�r.���rim� ����l��c{ {:{���c{{ »� �� �� � . � �. . - ,�, - i {!{.,{. . !{{�{ii{i{!�{{ {c{{!{I{Il,II{!{{{,.K{I{!►{31hlt►,�{{{i4{!��{1{f {{�!{111!1{ttl tllf ili{�tt{s III{�{�IE {l1l�ilil I{�filu 1Ito I I II ifs! I 1111 Irtlllt{ «#!�t{1! �ur��InN�w��ll • • 'tet ' . •v+ r".v�- •: -•v.'-.- ._ .i...+ . •-,,. .. - .. UST- -� mm PART NO_ �C�'110N s 8 9 ,(IYP.) 1. rs BASE P1P�G IIVpD�F7VT 1 2. 346061-- 3 s/�" riot NUTS s 3. 355526 PL. 1/4 X 6 X 0'-11 1/8"' I I 4. 35.'5577 PL. 1/4 X 9 1/2 X 2''-0 1/2- i 343102 5/8"o X r8" STEP BOLT SEE DETAIL OX • 6. .'14V9054-10 311 e X 7/9' C/C J—BOLT I • 7. 348063-1 5/g' SQUARE NUTL V-3 & 348051-1 3/8" � NUT s 9. 34$059-1 31C HEC LOO(WASHER c DETAIL "A" HAND HOLE COVER PLATE ASSEMBLY (TYP.) I _ I SEE N= 12 •s SEE NOTE #3 z II II . I II H SEE DETAIL 'Er I W ii 4 E D ; D I O I• BOLTS SHALL. BE TIGHTENED 1 BY THE I j 6 8 9 (iYP.) TURN--OF—•NUT METHOD. BOLTS SHALL I I I I BE INSTALLED IN ALL HOLES OF CON— NECTION & BROUGHT TO A SNUG—TIGHT l J I \4 EW "E—E" CONDITION. THIS MAY 3E ATTAINED BY PORT HOLE COVER PLATE A FEW IMPACTS OF AN IMPACT WRENCH �'. �+ 1 • '� 5 2 ASSEMBLY (T1�P, OR THE FULL EFFORT OF A MAN USING 7 AN ORDINARY SPUD WRENCH. THEN � ! I TIG HTM NUT AN ADDITIONAL !/2 TURN PAST SNUG--TIG 2- FOR OUANTHILS AND PART NUMBERS, DETAIL "s„ 7 SFE PACKING UST. 3. FOR BASE SECTION WE.,.LDM-T PART NUMBER STEP BOLT ASSEMBLY 2 SEE KEY ASSEMBLY. I ') 4. FOR ERECTION PROCEDURES SEE lDWG N0, '— E6F�T . FOR BASE INSTALLATION At IMI co ROul" SEE KEY l�! IBLY .�ta� us,A. Tri 40'mXbRAW f �c 2.00 LADDER SIDE A ran= SEG11ON "D--Q" SocnoNME—ASSEMBLY FOR S"1TAPEFtEb MONOPOLE STANDARD sn� VARIOUS 12390 SW Scholls Ferry BUP 97-0383 ' 6of23 'a.+�r...,„..,rw..,-aKaee..n•ireR,+,i►,. . e�N+:,rarbels.a„ 7',+^,MM-,sN,...Ms.+ »sn..na. r...nw IF THIS NOTICE APPEARS CLEARER THAN THE OCT 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ILIII � ' , , I �i � l � l ! � lEIII � IIIII IIIII IIIII I iIIIIII I I I i II � ! ' I I i{ VIII III , r197111l ,llllllllllllrl � I II ill � ll lil l 7Tiff �. . _T1 1111111111114111 �1111IvI1111.1111111IN1.6 � � hil ll!!!ll.1ll :111li � l � l � � � ti ol1 Ifni 111111111 1zEil11171I111t1il It 11111 11:1�� . ,r 14 � •`� --•c �i..t '.."�, -a� `_T •:N •+Ti•Ti�,1 Ci��`�1►ji'•%�;'Yli iM.,v"�:rt't,j�.�y:.��-• i�• .�Y�f`p,=��i' -------�� • � _ � � ,• � M r•.�Lp 1�1N•t r- ! .. .. *.• -- ✓fir • •• :. MATERIAL US`i" 1 ItEM PANT NO• W-�pION . � • 1• " ft E SEMN WQ�bfFM 2. 348061-3 5/8" wx NUTS 3. 355526 PL 3/16 X 6 X 00-11 1/g- 4. 343102 5/a-O X Ir STEP BOLT SEE OE'IVL `A" • � — 5. 348054-10 3/frO X 7/9" C/C J-80LT ._ 5 12 13 (jYP.) 6• 3480 -- • 53 49 3/4 O X 4 1/4 H.S. HEX BOLI' (A325) 7, 343136--2 -,3-/-4--AN—Co LOCK NUT 1 • 8. 343135-2 3/1'" HARDENED STEEL FiAI'WASHER � 9. 348029-1 1/2'"o X 3• H.S. HED( E)OI.T LEVELING 3 10. 343168-8 1/2• HEX NUT (LE1'FLN ) �. 1 FOR LEVEUNG ONLY 11. 348063-1 5/9" SQUARE NUT • 00 NOT USE UNLESS 7 12. 348061-1 3/j" HEX NUT REQUIRED • • • 9 13. 348059-1 3/8• LMWASHER D ETA[l_ "A'� 0 8 SEE NOTE 2 ,• ! HAND HOLE CODER PLATE SEE NOTE 13 • Z a �? ASSEMBLY (TYp,) I 131 f � . Cl S. VJ 1- BULI S SHALL BE TIGHTENED SY THE 10 TURN--OF-NUT METHOD. D . BOLTS SHA SEE DETAIL '"Er BE INSTALLED IN ALL HOLES OFCC1N-- NEC71ON & BROUGHT TO A SNUG- TIGHT (n CONDITION. THIS MAY BE ATTAINED BY 8 A FEW IMPACTS OF AN IMPACT WRENCH D OR THE FULL EFFORT OF A MAN USING + D 6 AN ORDINARY SPUD WRENCH. DF C THEN ! ' TIGHTEN NUT AN ADDITIONAL 1/2 TURN PAST SNUG-TIGHT. � 2. FOR OUANTTIIES ANL PART NUMBERS, SEE PACKING LIST. 3. FOR SECTION WEL.DMT PART NUMBER SEE KEY ASSC MBLY. 5 2 2 4• FOR ERECTION PROCEDURES SEE OWG NO. a $ANDREW CORM TM ow O�",, Tic. UJSA 76M A111DR1�111�/ F , —24Mwe • �` L1JWE7t s�Ecnoly SEE DEDW '�' _..._ LADDER SIDE • . STEP BOLT ASSc:�'�ABLY 5 1116 SECTION PIPE ASSEMBLY SEGTl ON "D--D" ,� FM Sl TAPM MONOPOLE STAN0mo . � VARIOUS "� FPS-SISSY--�S`TD 12390 SW Scholls Ferry BUF' 97-0383 7of23 _..:-.r___-_�. .. �yMkarmh...•+.kM1'n'1lRQI'.Y")p�11t�tM,4'I"'Hli/'1/ '�. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 7 199 - DOCUMENT, THE DOCUMENTIS OF MARGINAL QUALITY. MICROFI. 84141,U _ III I lill � l ! lI I � � � l � 1ll ! ! I ! I • ! fi i ! ll �is I Ili ! ! Mill 411 ! l�.I. ll�t�!!�!!!1!! !lii�lilt lill�llfl ifll�,liilllll�Ilii ����Illl�l+�tl��il�.���l�n�� ►lli�,��El���Iliill�llll�lu�!!11 � I t � � . . i� til�ii i� itt,llii�l�t I�Il�lllo IIIIfi�tE Iltl�iiii iiii��li �Iii��i�1.�iN�ittt ttilitiii til�►,Itlilitt�tl+t ttttl�tttl�tt��t��rr�e 1 � , 9 • i'..• MATERIAL UST r #4 em Gum am e 1 1 Man 2 1 5 3 34MG-45 6 21 1PS X 4 4 34a065-25 4 4 0111. X 4 140 5 348067-21 12 ;S 01A. X 3-5 C 3`15 X1-3 24 S HEX NUT V-B+OLT 13.88 34e061-3 24 S I,�Ope;Wilg1ER 2.00 1 248061-4 4 3 4 M NUT 0.70 3M1069-4 4 13t4 L0WWASHER 0.22 A 2 IA A PLANE VIEW - s 3 -----_�..� 5 NOTES: 1. SEE KEY ASSE WXY FOR &utamw 9MT TOROM REOUIREMQd'i5, ' MEN W A-A I a 40 (np - 000 lllORE11! OORPOt=ATION 900*4 ft . 78'604 ,1l�011�i�,1�'EW u''-_ (am M- )m �t ELEVA110N VIEW A v' 1l1A90K� 10MIA"I0A1E 'l810 "V-43N AN1ENNA MOUNT INSTAUAT ON BECHTQ•/u s. WF.�i POR079FP-ANT-02 • 12390 SW Scholls Ferry BUP 97-0383 8of23 ......wr.r•MW. ,,.. ..,.:_,. ..., , iiAY4M•1•i•'•AsMPRR,,,y,•,,,M, . -. ...._.�_.... ___..__�.�•...... ...,.+�* `•'N�ii;�-•w-S'•�.n"n•=-�.' ' ..:4: .•'i�$''"+f��1�i6i. s•wX•+F�IaE i 4.. IF THIS NOTICE APPEARS CLEARER 'THAN THE ocr 7199P , DOCUMENT,, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED '�I I I I I I I I i � � � fi7_ , ' s � ► � I � ,, + � I 1 it IIII I.IIII►I iil�lltiiliilililll.l�,3�1!!i tilMillliiiilliill!lii11111�Iilllllli ii�i�lllllllliill#il0l�lili rill iliti{ IIII�IIti iIN�#11 illl�liit Ittt�Nli tii�titl Itiilitll 41t111ltINtH� • "• � X. •'I�•,"`�t �S Ckr�N.•". �i 7`�^'�fr•!+'!. ',..r ., ~` �,�:'ti;:.�,•,�•.tc -Y.+:� �yr:•1�..4. ..�� .: .1 - • , _ « MATERIAL 115F &VjK am 1 / iACyJNT 63.90 2 .356&W-4 1 62.2 . 3f8-4a 3 x 1 pSi X 4 !�E 14x.40 4 34806?'-`: 3 4' 0l/l X 4 B&lr- 3.15 5 346067=21 �c 5 dA. X C U'-BOLT tSm 348061--3 1i 5 NfX NUT 2.00 348064-3 12 3 I�CKMfAS1R i0.7o 1 348061-4 4 3 4 I�f NUT Q60 34d�059-4 4 3 4 LOCKWASHM 0.63 A 2 A PLANE VIEW 5 3 - 5 NOTES: I. SEE KEY AS'SM Lv FOR ViN'►MM BOLT T+OmjE REQl VMUEX7& I� VIEW A-A L e 4 I mam� CORPS TKtfi WANDRE • Tmc 81 M1•-0195.5 ELEVATJON VIEW A TIR s • vN11 A�'PR OA1E '"""18"t>I MD-1W. AMENNA� FOUNT INSTALLATION "* BECHTQ./U,,& WEST sm 078 FP--ANT-03 12390 SW Scholls Ferry BUP 97-0383 9 of 23 _,,..__.._.___.._-.-.--_........•...,..._.._---- -- .1.Nola ,��.-,nom• IF THIS NOTICE APPEARS CLEARER THAN THE UL1- 7 1998 G.. - MICROFILMED DOCUMENT, THE DOCUMENT I5 OF MARGINAL QUALITY. - ��[� �� !"� � � � � � � � � I � � � � illill � 1111111 IIIA I I'Illlll ' ! III111 I I l I s � � � ly � ��t Jill ' ��'.c.) a c"ift 111 iIllilI iIII � Ifliil r ii17 It to 1 I1T n , I I! �! ,. �Itt.titflL! 11. .1�llftll! t� tti t!I �1I i Iltl�ltlt iltt�ltt� ilftltlll Il�t�ll�� tlll��{�.1111111�1 iil��tll 1l�IEIlII 1lli�itii lIlt�1llitilll�t� 1� . � i i .-.. .. �.— - ,,..,_,.. „•,,,,,r...,...-._... R�x=77 ... �.. .r _r-r•- -- -- s--. _... .. .- • w•• �r•rte- �� +�y,`r'•fY�7�r1�'�,.f�f �'...�rl�'3i�'. 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MICROFILMED • • � fc;.j 111111IN « cI m�II�IIII�iIII� u��I��IIiIUI�IIIxs�lllll:I�LIlI�I�IIII Ililli��! �ttl��t�i ��i�lt�til��f�l�i�� iI��1��t�il���{��i�.���±i���l Ili!{tllllilllllllll��.i�{e++Illili{IIIIIII�!{IIIIft1lt�flithlli'II11 III!{illi tl{i{i�l� Ilil�lli� Ilil�ll�l Ilil�li1111li�tlil �IIIIIItIIIItIlttil Ittt�lltlNlN�W �� . ` r +a 16 •:i-�.' 7�1'�f•1+K•r,.a.�eTr-.Ct�.• !r%` "•.: .:c;31.a:c'. j � � . . .. __5��;.: � • . .,,� -- - MATERIAL LIST _ own rrc am cele.= 1 355532-1 r AM 3 K 31e 1 s a 1 -e 3 6 n7 2 35SW2-3 1 1+L 10 CA. Y 23 OJX 17.6 . . 3 3{!007-+6 1 5 �-d' Ua1MM0 ROD 4.2 4 2700f. 1 W(TN04 ROD 4MP O.5 5 3100!it--3 2 3 • X 1 1 BOl7 0..2 6 52-7 -1 13"!"d 2 1 !LS /IEX BOL 1.7 30061-1 2 3 WT 0.2 3OM-1 2 3 LOCKWASHER all 310001-4 3 13/4' NIX NOT 0.5 O O 310070-4 3 3 4' LO1 KWAS11ER O } 1 b - PLAN VIEW 3 - 1 4 S (TTP.) -------__— ______ ___ NOTES: 1. FOR LOOM BOLT TOROK REWIREMEN75 SEE KEY ISSEUSLY. %(TYP.) 2ANDREW OORPRORATK)K Donlon. t U.SA 76200 .10NDREW T�.p� «+ estl—DueS FAxI (e17) 381-61M tsmARELEASEDJD IM -c ELEVATION VIEW R� � � "w IJGHTNING (SOD INSTAL1AT10N STANDARD VARIOUS 4 FP—LR-4 12390 SW Scholl! Ferry BUP 97-0383 11 of 23 IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1999 DJCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. IMICROFILMED �li � i � il � jili ililili � ilili i � ilili � i � i � r , r� il � li � i � i � il � ililil � � niJi , � ri�fi � hli r ► Jil � �t��� EJ!,� r1i� lli � l� i ; i i Iliiili � i� i , i ' �JII � ,t1 � ��nii � i IJIIi� iJlJtl � � � Ilil �� lh(1 , ra IMCIT wRla[ M aMen IIIlilll 11!1111,IIIIlllllilllllllilihlil!�lmr1I111pU Ail�lllt I(ifIIIII I!li�iilr AIIJillI Ualilllllilll�irir IIIIIIl11 IIIIIIIIli!III�iII�•rinlr�llli!I�m llnlunll!fl�lin►nnlnli !i�!I11t1 nirhnr IItI�Ur ��INN Illrlml IIIIhtN urlmi nnlllH Iur�tlnlLl►IIIiUiLI ' ,rr~��.����f1i.���aT'�'��:�+/���11w��!:ain: •• •• «. .•�.,,j. �•... ��, !.� ; x Wss • maWANK a Y 7 t. 1111-406USS BIIR 4.30 BlM 11.2 3 348=-4 10 13/gr A R 120 4 2 20 5 dA. X / BRASS BOLY �0 S 348049-3 20 5 lOCK1Ni�q" Q� `-- - 2 i 2 , 3 2 PL 2 PL 3 4 4 PL 4 PL 4 S 4 PL 4 PL S A ------ -------- ANT. MOUNT v ® 0 , n A A _ . € EMT PORT :SEC110N A-A Miss o t � I -- - - -- MT. MOUNT � 2 E DETAIL A A ' 3 2 PL i 4 4 PL ...' 10 1" S 4 PL =]]ON B=B w TOP PKI61L 1 T&- � "=a ANDREW F ,S�,wom 1 A ian Mal Il±m" 1�1AOOIf! OW INNI WE °�8t1S,S 6AR INM STANOARO '"K VARIOUS MI-88-01 12390 SW Scholls Ferry BUP 97-0383 12 of 23 w. _..�+..�..•—..-•....+s.r.+•e.w+#. .�.-. .. _.. �.....••.•--ti.. i� :++AIMMM.t��.IMIR�NT.r.-. .,e.MMu.'kAMR'^.WP��w•....._.. .. .___.... .. ........ _ _ • IF THIS NOTICE APPEARS CLEARER THAN THE 0U7- 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11 f 1 � l f l � ill III � l � ijl � ill � - , II III I � I � I � I � � Ii � l �lil � l � � lillllill � Iltll l � ► IIIIf � i � l � � � I I i11 111 � ! I �� Ifl ! 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W it iE Q z to O z0 � 0r d < Z , p Q z w z �— z O w _z O pz U m W H (� N ~ a= (r a' U O < 1- Z cn = 2 W L� O O Q O Lil VLa O m p O p < O O = Of :2 W z O }- z z O Q D ' a- 1- z - t z ~ >� z d MY �m (6 Q w D Q (/ ua ZO O Q .. Y v a7 W - O L t!1 (.� W _z 1— Z ? D �O d W Lei Li 0 W W a_ m Q Li cD m z n- U) z w J ;_ _ T ,,� m z g X w >- Q Q J n La-. o cn Q 0 -J (.LJ LLJ ~ � a_ 0 0 z O O = `t �a! Ja-a! j ......... R R 1 . DI`A4lNG'�. ARE NOT TO K "'LLD, WRITTEN u"I'MENSION"S' TAKL PRECEDENCE, AND THIS SET OF PLANS IS INTENDEL) TO BE USED FOR DIAGRAMMATIC N0. DATE REVISION BY CHKD APVLS PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S o municeq. ions SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT-, A02/97 ISSUED FOR CD REVIEW vi ,WI s U S WEST C t PORTLAND I LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE- INSTALLATIONS AS DESCRIBED HEREIN. - -- --_ 03/97 ISSUED FOR CD REVIEW fisc I KC 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED OUTDOO LIL\OUI M N AND HERFIN. THF CONTRAC;TnR SHAI I RF SOI FI Y RFSPONSIRI F FnR All MONOPOLEREviSiONS CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES Q 04/9/ ISSUED FOR PERMi/ dM MS � AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT CONSTRUCTION 05/11 REUUESTED REVISIONS PROJECT DIRECTORY LEGEND 3. THE CONTRACTOR SHALL INJTALL ALL EQUIPMENT AND MATERIALS CO /97 ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED L SLOCK OTHi RWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE--. APPLICANT: - ` - �' _ PROPERTY LINE d 4. ALL WORK PERFORMED ON PROJE-CI AND MATERIALS INSTALLED SHALL BE IN _ _ FENCING SITE LOCATION. 12398 SW SCHOLLS FERRY ROAD STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND TIGARD, OR 97224 ORDINANCES. CONTRACTOR SHALL GIVE ALL. NOTICES AND COMPLY WITH ALL U� WEST Communlcotions, Inc. —I —E--L—�— E:LECIRICAI SERVICE OWNF R: OIL CAN HENRY D- THOMPSON LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY C/O US WEST BUSINESS RESOURCE��, INC. PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, ArJD188 INVERNESS DRIVE WEST, #�l20 — I —T--'F—T— TELCO SERVICE JURISUICiION: TIGARD LOCAL AND S IA I E JURISDIC I IONAL CODES BEARING ON THE PERFORMANCE. OF THE WORK. ENCLEWOOD, CO 80112 (N) NEW PROPOSED EQUIPMENT OCCUPANCY: GROUP " U" DIVISION 2, � 5. GENERAL CONTRACTOR SHAT l PROVIDE AT THE PROJECT SITE A FULL SET OF (303) 397-861 (3 UNMANNED TEI_ECOMMUNICAiIuNS rACILIT'Y A$LD A� ,, CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND U EXIST INC en ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED ATTN: PSL MANAGER/ISI- REAL ESTATE �. WITH THE PROJECT. (E3► ` ) BASE FRANSCEIVER STATION WATER SUPPLY: NONE WASTE WATER: NONE 6. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO CONSTRUCTION MANAGER: xxx ZONING CLASSIFICATION: (:.C, (GENERAL COMMERCIAL) RF Al TFRFD AY THIS CONSTRUCTION PRO,IFCT HNI FSS NOTFD OFHFRWISDETAIL RLLERENCE SYMBOLF. _ O BECHTEI_. A ' ?. DETAILS INCLUDED HEREIN ARE WIENDED TO SHOW END RESULT OF DESIGN. � � MINOR MODIFICATIO14S MAY BE REQUIRED TO SUIT JOB CONDITIONS OR 5950 N.E. 122ND AVE. SUITE 122 t ELEVATION REFERG COLE . F 0 REFERENCE SYMBOL BUILDING SITUATIONS, AND SUCH MODIFICATIONS SHALL- BE INCLUDED AS PART OF THE ? - SCOPE- OF WORK. PORTLAND, OR 97230 AI. I WORK SHAT I_ COMPI 'r WITH THE ;TATE OF OREGON 144ii 8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (503) 251 - 7292 EDITION STRUCTURAL SPECIALTY CODE, AMENDMENTS AND t IMPROVEMENTS, EASEMENTS,, PAVING, CURBING, ETC DURING CONSTRUCTION. � „ �.� FLAN REFERENCE SYMBOL 'STANDARDr, (EFFECTIVE APRIL 1 , 1996) INCLJDING THE CONTACT : DENNIS PURDIN FOLLOWING CODES IN ORDER OF PRECEDENCE PER OREGON UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. S LAI E REVISED S iAl Ut_S:THE 1994: UNIFORM MECHANICAL CODE STANDARDS AND I g CONTRACTOR SHALL SEE TO IT TNnT GENERnL WORK AREn IS KEPT (,�tAN , PROJECT SUMMARY AMENDMENTS; UNIFORM FIRE CODE STANDARDS AND AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, ARCHITECT. AMENDMENTS; UNIFORM PLUMBINC CODE, STANDARDS AND RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE AMENDMENTS. PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM KDC ARCHITECTS. F=NGINEERS, P.C. PROPOSEQ PROJECT IN .t t1nFS WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER FAINT SroTs, DUST, OR SMUDGE OF ANY NATURE. C/0 BECHTEL - US WEST WIRELESS PROJEC I NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE. INSTALLATION OF A BASE TRANSCEIVER 51ATION (BTS) IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF ANY 10. THE ARCHITECTS/ENGINEERS HAVE MADE EVERT' EFFORT TO SET FORTH IN5850 NE 122ND AVENUE, SUITE 2. 21 MOUNTED OUTSIDE EXISTING RUII DING; THE CONSTRUCTION AND CONTRACT DOCUMENTI CODE REGARDING MATERIALS, METHODS OF CONSTRUCTION, OR S THE COMPLETE SCOPE OF `; ON NEW OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. I WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT PORTLAND, OREGON 97230 INSTALLATION OF ANTENNA ARRAY MONOPOLE ® 3 SIDES WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND (.)03) 2 51 _ 4 266 3 ARRAYS/ - - I IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMFNTS. THE S/ 2 ANTENNAS PER HRRAY 6 1 UTAL, GOVERN. C0)NTACT: KEVIN CAMP BIUULP SHALL. BEAR THE RESPONSIBILI I Y OF NOTIFYING (IN WRI I ING) I HE INSTALLATION OF A 12" HIGH C.F.S. ANTENNA; ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS Architects - Engineers, P.C. PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF ELECTR_IC_AL ENGINEER: COAXIAL. CABLE RUNS FROM BTS TO ANTENNAS; DISCREPANCIES THE CONTRACTOR SHALL HRICE THE MORE COSTLY OR 555 Dayton Street Suite A EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. A. NEW TELEPHONE SERVICE RUN TO BTS. Edmonds. WA 98020 I N I L R 1-AC,E L N G I N E E R I N G, INC,. A NEW 100A ELECTRICAL SERVICE TO BTS; (206) 670-8651 FAX: (206) »2-0846 g' 1 1 . CONTRACTOR MUST PERFORM WORK DURING OWNER'S PREFERRED HOURS TO 6542 SE I-AKE ROAD BIS LEASE AREA IS APPROXIMATFI Y 260 SQUARE f AVOID DISTURBING NORMAL BUSINESS. MILWAUKIE, ORLGON I22� E F EFT. MONOPOLE HEIGHT 80' LEGAL DESCRIPTION 12. ADA COMPLIANCE: FACILITY IS NOT STAFFED .AND NOT OCCUPIED. (5034) 659 - 6395 GPS: LATITUDE = 45-26-25N LONGITUDE _ 122-49- 12W SITE PARCEL NO.: 15134BC-00600 a CONTACT: KENNE �H W. SPENCER SPECIFICATION INSPECTIONS ARE TO BE PREFORMED CHRIS A WINER PER JURISDICTION REQUIREMENTS SITE NAME: OIL CAN HENRY SPECS INSPECTION AND TESTING: _ LEGAL DESCRIPTION: woo APPLICANT AGENT: SURVEYOR: PARCEL 2 OF PARTITION PLAT NO. 1993-057 REQUIRED SPECIAL INSPEC110NS SHALL BE PERFORMED BY AN (WASHINGTON COUNTY SL•IRVEY RECORDS) INDEPENDENT SPECIAL INSPECTOR PER �ECTION 1701 OF THE PARCEL 3 OF PARTITION PLAT N0. 1993--058 t U.B.C. FOR THE FOLLOWING: 5/11/97 THE WALTER GROUP, INC. LOGIKOS SCIENCE INC. , i k A CONCRETE: DURING THE TAKING OF CONCRETE TEST (WASHINGTON COUNTY SURVEY RECORDS) SPECIMENS AND PLACING STRUCTURAL REINFORCING AND 8 1 2 SW WASHINGTON STREET, SUITE 850 4370 NE H A L S E Y + STRUCTURAL ONVERIFY REINFORCING SIZE, PLACEMENTANG GRADE 97201 Reviewa1dAppwval SlawPnRT( ANn ` RF �CN 5f 9 PnRTIANn CRFGCN 7 1 . momU S WEST Corrmu. ation- B. BOLT; AND ANCHORS IN CONCRETE: HOLD-DOWN ANCHOR E Xf Approw Approve ate 03) 525- 783 (503) 284 -- 3949 : : �.:,,:f�a: �h�C� WIRELESS PROJECT 80LIS, INSPEC I SILk, LENG I H, IYF'E (EXF'ANSiUN, EPDXY) AND (503) 525 - 7844 FAX T I r` I' Bechtel ��SPACING. CONTACT: MICHEAL I._ANCHORI" _ I T C. WELDING: VISUAL INSPECTION OF ALL STRUCTURAL FIELD WELDING. O N I A(� ALEX PER!_MAN - - -"-' •' ''"- -,- THE SPECIAL INSPECTOR SHALL PROVIDE_ A COPY OF THEIR REPORT TO THE BUILDING OFFICIAL, OWNER, ARCHITECT/ENGINEER, AND CONTRACTOR. ;` �" "-- ----r-------- • L ♦ - 1LE1r `_'ITE INFORMATION OIL CAN HENRY ' VICINI'T'Y MAP DRAWING INDEX 12398 SW SCHOLLS FERRY ERY ROAD I N.T.S. TIGARD, OR 97224 I POR-0820 A CHITECTUL RA w pNE-� DESIGN TYPE Q Bp �,<Np DR RU T -- 1 TITLE SHEET Q, s tib- C - S TOPOGRAPHIC SURVEY OUTDOOR SW SC 1_i(.�LL� 10 A - 1 SITE PLAN 0 EQUIPMENT 00 A ENLARGED PLAN ' �F�iGP 0 AND MONOPOLE >? AND ELEVATIONSLn �C�w S �e� �ed`ri. 'SHEET TITLE A A DETAILS o �� � ~ SITE W �o�ea a y 1`p�` Sd�'SG e 0 O SPRINGWODU DK PPS' d�to� �� �' � i �`� a Vol (pN Np. .�,4�•• >- I Sn�) _ �' �E�h`�~`��` �����" o��''o e TITLE SHEET 00(_ F1 � w ELECTRICAL `l z Z ion P� SW ANION _ I E 1 ;ITE PLAN, ONE LINE DIAGFPAM, & SHT_ET NUMBER c���� � n v 4- r GROUNDING SCHEMATIC �P E-2 DETAILS & GENERAL NOTES E-3 DETAILS ■� 12390 SW Scholls Ferry DWG NAME: OR062-T t UAI t 4/13/97 2t03 PM 8UP 97-0383 18 of 23 IF THIS NOTICE APPEARS CLEARER THAN THE DL'- 7 1995 �+ Dr,CUMENT,'THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I �LIII(IIIIII IIiIIII�IIIIi IIIIIII�IIII�' 1�,►I11��1111� IIIIIIIfirliil iirir{��ii'�I �irl����ll�ll 11111IIjrIIII I IIIIIII��II�a� �t�1filr�,�lt� . Ii�II��� 11�1lI����� Ak3 U-71I ...... �tlhltt Iiltltitl unlllltlttllll►�t mtltttt ts�►itttt tttltttt tntltttt ttttitttt 1tlibttt itttlttttirtttltttt ttttitttt tttthtcltllnitttt t1tlnn 111thal N1(ltllt t111�11 u1tlnll u►tintt t�tltat 1t�it �tll�t t � tit; ��auaTN'ri�� ntl � r ' I I ' I, _r_..__.�-.-_.�..._ _ _� _...._.___•-... _ _.- _ .-.. .__. -. .-. .. .v._ »--. , Y .. . .. ,. , . . • .,. •, r • +. • .. � .. • �•w•�w.�i•.pA. ._.ter ,•.►- _ .. I - C� N0. MATE ISSUE BY CHK APV !it W.AKI U r►. ELEV. TOP OF PIPL-- I �� n189'S4'18'E�"` TREE HIGH fS 25'--30' 191.1.7' 240.6' * Q 1/ 97 FINAL -� ttSXU11,00 \X ? 2/4/97 itENSEO FINAL frk i RRY ROAD / T� -' Q2/12/97 2nd. NEVI%D iINAL it -_ SW SCHOLLS F Rs 6316.20 192.11 -- y - -- / 5 NDS CAPE EASEMEN le / a I w ^ _ - - -- _ ----�- _ / / r Q I z L, _ - - __---- - PARCEL 1 I 1 �, �,� S� ��, �� �, a lal ' S (3 r1r Wly-fct Ivo ?at�tr�.t Jc� yc s !O bE I'�1"�7 PRO OSED © �, 6 -- (J�toM P�R77nON Pur �, No. 19A3-089) 5'I I F-/Lz k. t.J �' "�-� L E. A F D PRE 1c:SES W 1 Q A PRIVATE GAS LINE EASEMENT -^ I�1�--f� A � 3 -_- , -__.y I - 1 (A PER PARTITION PLATNO. 1993-058. I L LAT: 45'16 34.3 4 w �, I ►v o LONG: 122'48'13 2" ELE V: 240.3' AMSL RECIPROCAL INGRESS/EGRESS br U11LITY EASEMENT PER FEE 30' I I NO 90-17853 do 92-23706. I A I, ' I r BLDG H T.15' I w1 I ti - -- - - ----- ----- �' PARCEL EL 2 m (PROM PAR'17T)0N PLAT C`3 r $ WDONALD s w NO 1999-057) _ 1 N89'S4't8"E / ,111, Or) l� f\ W ST. VINCENT 1 _____ 46.83 1 - - X ! . 1 w MEDICAL CENTER q1 �i1 1 �� U S WEST Commu;ications WIRELESS PROJECT • I \ J - _- - - - -- � 53.17' \ 1.S8.OU' - - -- -- , ` co � - -� 1 I MONUMENT SIGN EASEMENT q FEE NO. 90-17852 \ I SITE-PAINT N,�n 83 I r ! N89'S4'18"E r' 191.17' ;,;,�- W � �r U LAT: 45'.,6 34.3 + 15' PRIVATE SEWER EASEME►r - - - _ LONG: 122'4$'13.2" ' PRIVATE INGRESS/EGRESS -- ELEV: 240.3' AMSE ' +' EASELIENT PFR PARTITION / AL RECIPROCAL INGRESS/EGRESS x�' Ar UTILITY EASEMENT PER FEE PLAT N0. 1993-058 I q JT t Q NO. 90--17853 k 92--23706. (o / �' o► PARCEL 2 u - -'' ,111 , SANITARY SEWER EASEMFNT 1 o (FROM PARTMON PUT to I I FEE N0. 90-06136. AL r N0. 100-067) Q! W OIL CAN y� a ACCESS RO D _ N89'54'1 8'E 25 / ,w r 46.83' _N89'S '1 2+2 I HENRY'S , ? .140 t o X 53.17 138.00' ND IP w `f9 Architects - Engineers, P.C. ,�I I, 555 a000n Street au�te A i i •r► e , AL + Edmonds, WA %02"0' 13020 �' PARCEL 2 (206) 610-8651 FAX: t ) 712-0646 I I I OIL CAN A, 2Az Lh --- STORM SEWER EASEMENT + -4-06 ..: AJliA r 0.37 ACJ�4! __- / - I I PER FEE No. 90-82675. I S HENRYS 41 I v D' yo T+4 (MV PAJ?nnON PUT i PARCEL A I Z MO. 1093-058) x $ A1ZSA 0.81 A•^.REBA N a \ -��\ t (FROM P.::rrmoN PLAT � PARCEL � , � \ T34 240 X40 `" m INO IOW-060) - 811 �,/ � 1 6' CHAIN LINK FENCE AREA � 4►.97 ACRRSt I� I I I „ r,F'a,v PAfi?1raN Pur 4,� I • PARCEL 3 1 SANITARY SEWER EASEMENT (p N0. 1N3-068) ,� '� - 1�-t 6• CHAIN LINK FENCE EDGE AC PAVING - - 00 I a 1111, \ FEE N0. 90-G:136. - M' th J� LRSII 0.4Y ALiRN51 k AREA(FROM PAJMTION PMT o ARa O.+P ACRJ �h ELEC UTILITY BOX w `- TREE, HT. 30'-35'1, TrP. 4i (PROM PARTMON PLAT �- TREE, NT. 30'-35'1, TYP. v� N0. 1f�3-088) I CLEC UTILITY EQX N0. 1993-066) 100.00' 138, ` TEL UTILITY BOxES i - FIND IP N89'52'270E -- - '� 6' W000 FENCE- � 0' W000 FENCE � `--- TEL UTILITY BOXES e t RESIDENTIAL PROPERTIES L ` 138.00' ] t0o.ao' MAGNETIC DEC1 IN� 20• 50 40 30 20 10 0 50 20 10 0 FNO IP N89'52'27"E --, _-- 20 MAGNETIC DECLI 6TIO N 1000 USGS UAP, QUAD. 9EAVERTON QUADRANGLE. OR 1984 r 555,3 555,3 USGS MAP, QUAD. KAVERTON QUADRANGLE. OR 1984 SCALE: 1 " 50' 1DETAIL. SITE PLAN SITE A f�E A --� - ^�_^--- _ -_ � -�-J----- -- _� _�_ I aITE INFORMATION SC ALE: 1 " - 20' -- I R2o3271 a LCJ G IKO S CIEN CE INC. This is NOT a boundary survey. This is o topographical/intoomolionol survey only. TIS JI�tFORMATION• I SI T� NAME: _Scr�1O11L Ferry R000 lite boundary informotion shown hereor is o gQr4,hic depiction of o legal description provided by the title insurance company identified 'Tbove. The scope of work for this Tutt REPORT UTTERED f12R HITS PROJECT WAS PRUVIOEO 8Y STEWARi TITLE CO. SITE NUMBER: POR-082 - survey does not include boundary resolution, there .% no warranty or responsibility ORDER NQ M12"47-WN EFFECTIVE DATE: JANUARY 16,1997 --' C - -- expressed of implied as to the actual position of the boundary fines. 4370 N E H o I S e y SITE ApORE Sti 123903 SW Scholls Ferry Roh od 2 ) Basis of Bearings for this survey record information and found monuments as Portland, OR 97213 LEGAL �ESCkIP'fl N: i _Tigard. OR 972..3 noted on the drawing, PWt- - l3YIMER$ NAME THE THOMPSON LEASE PROPERTY VENTURE 3) Basis of Elevations is either found benchmarks as noted, or Global Positioning 1 N 2, PARTITION PLAT AID. 1993-057, recored os document number 93045049, in the , Clrp of Tlpord, Claualy d IM*hinplon and Stole of Oregon. (503) 284-3949 Pax (503) 284 - 4194 !DAVIDSON System (GPS) Oalo (see note no 4) OwNIlR3 AUORESS: UNKNOWN _�i-- in -- UNKNOWN 4 � Latitude, Longitude and elevotions are derived from a Trimble P(oXL CPS receiver BEAtH-� A HT FT��f1T �I7 oc�upying o station for 20 minutes The data (Carrier--Phose data) is post--processed. VE b 1 TO1 � - Ac►I'evoble accuracy is decimeter level using this method �j ASS>Cf60itS NUMBER(S): R�Q,�2110 SITE 21; Pleasanton, CA (510) 46 i -8840 TAIL LOT 10. NUMKR(S): �_- 210 Denver, CO (303) 239 --901 1 NET WA OF UNDERLYIMG PARCEL(S): t0.37 ACRES MONOPOLE NET AKA Of PROJECT AREA: 49Q $a. Ft. BLAND SURVEYING, MAPPING & GPS ATT N0T'-S - ------�-- - -____ 1 TuOE: S14A0 03)N 4�'2b'J1.3' LONGITUDE. w 122.4e'13.2' t_ If IAD 27 e•�- -W 122-48-D9.9-X1,5 fE�� /' GROIMIO ELEVATION: �EE CON10UR5 i PARAPET ELEVA110Nt DECIDUOUS TREE rc1£RCREEN TREE _ ■r� -- ------ -_ ---- ___�_ S SW NORTi1 DAKOTA ST BASIS OF ELEVATIONS: GPS INFORMATION AS SHOWN, SEE NOTE /4 ■ /� FIRE HYDRANT o • UTILITY POLE _ _ -_ TOPOGRAPHIC SURVEY 0 FND. MONUMENT LIGHT POLE BASIS IN. .3EARINGS: PARTITION PLAT NO. 1993-057, RECORDED AS _ I, Ruben M. Martinez, a Registered Professional land Surveyor Llrynsed WN0. 93045049 PLAT RECORDS OF WASHINGTON CO. DOCUMENT under the Lows of the State of Oregon do hereby ceilify that the 2 Sl if NOT _ locations, Latitude and longitude coordinates (NAD 83), observations and TIGAR D 0 MAhINOLE elevations ai shown hereon are hosed upon o field survey performed by O SET STAKE me or under my supervision on JANUARY 21, 1997 and that th�r boundary "t 1 . ELEV SPOT ELEVATION lines and easements as shown are based entirely upon the information contained in o Preliminary Title Report provided by STEWART TITLE I CONTRCY POINT CONCREtF.ED COMPANY Order No. 96126847-WN. and ore accurate to the best of my s➢ INLET knowledge ani belief. - Y ELECTRIC 8011 iY1Si1NG FENCE LINE r 12.390 SW SOholls Ferry 4UP 97-0383 �i TELCO Box -- - BOUNDARY LINE _ 1, of 23 Ruben M. Martinez Oregon P.L.S. #2536 Dote r, • ASPHALT --- -- . AWACENT 90UNOARY LINE VICINITY MAP (IIAP SOURCE: THOMAS �UlDE 1997 r - SITE DATA UNDERLYING PROPERTY LEGAL DESCRIPTION -,� PAGE 655, GRID 82) N.T.S. � LEGENDSURVEYORS CERTIFICATION IF THIS N0710E APPEARS CLEARER THAN THE 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1IIII�IIIIIII IIIIl11+"(Ili illlill�fl111 I I'IIII Jill I111 IIII IIII I-III1 t 41""11111 1111 lill IIIjIPj 1111Jill'1111111 II►�1 T{f�i'�I`1ijl�il INCN MAP[M ONM111 II►IIIII lulllill tu1)IIIIIIIIIiIIltlllt►hMl lullll►r mblu Iittllclo�atl�ta ultllns u1Pl111111ndtrll mllsltl �ut11n1lltrin►r ttulrlrt tllrlrrll (it1�111111tt1n rnG1cl f�lr+rr �bai (ori �� .�1 ; rho anlu�t�n16tii�+ ► ►n ENRON 1+ .. - I : N0. GA TE REVISION , 8Y CHKD APVLS r _ ZONING: C-G USE: BANK L+� 32/97 ISSUED FOR CD RVAEMl VT us I P A R C E L 1 ` i� 03/97 ISSUED FOR Cu REVIEW I PARTITION PLAT t�r I NO. 1993--057 REVISIONS -- \ ?� 04/97 ISSUED FOR PERt+MT/ I CONS 1RUC TION 4ECONLIAR Y L AW R /--- - SEE t /"' _ "� — — ��`RQ.PEF:? .Llr PROPOSED "' BTS EOu►P W _ t I / / - ✓ n Y + - - PROPOSED HOLLARDS �� A N PROPOSED i ) MONOPOLE V L p 51 1� / SANITARY SEWER � 1c'' •^ / � EASEMENT �., WA ROOF ELEV 'I / o y 252' OF � - � / _ INGRESS - EGRESS Ar f N0. 1993-U57 4 " / UTILITY EASEMENT PARCEL 2 — —, -- 14 2S I / PARTITION PI A 1 / + t14" 5' SE TUACK { 273' I I I INGRESS - EGRESS EXISTINJG WEASEMENT I z 'ZONE: � + a .RP (1/2" IR W/RPC) I�R�PERTr LIN _ _ 1 _ _ S 89'54'18- W (t91 t7') ZONING: C-C USE: COuuERCIAI I ZONING: C-G i USE: COMMERCIAL w Architects - Engineers, P.C. < 555 Dayton Street Suits A W Eftw4l. WA 98020 (206) 670-8651 FAX: (206) 712-0646 in �Nt;, ��F W ROOF ELEV ROOF ELEV. 260' S�Sy Nx 261' C� aL CAN HENRY � ROOF` ELEV.- 251' , P A R C EL 3 i I PARTITION PLAT N0. 1993-058 i v+ U S WEST Communications WIRELESS PROJECT ";ITE INFORMATION I i OIL CAN HENRY m I 12394 SW SCMOLLS FERRY ROAD {:zT 'TIGARD, OR 97224 ' ' S 8952'27" W (138.00) PROPERTY UNE, — x . - ---- ----- - POR-- 082 --____-__--_—_- ----- - ------- -- -------- DESIGN TYPE ZONING NOTES ZONING: R-•25 I. LOT AREA = 19,815 SO. FT. OUTDOOR USE: RESIDENTIAL 2. LOT IS CURRENTLY RAW LAND SITF WITH NO DEVELOPMENT, EQUIPMENT 3. (HERE ARE NO ACCESSORY BUILDING ON PROPERTY, 4. 6' - TYPE "1" LANDSCAPING TO SURROUND SITE AREA. AND MONOPO4 E r ( NOT SHOWN ON A-1 OR DRAWING CLARITY ). 5. NO PARKING IS AFFECTED BY PHIS INSTALLATION. SHEET TITLE I 6. SET BACKS ARE SHOWN. NORTH PROPERTY LINE HAS 0 SET BACK. j i + SITE FLAN 1 ----- SITE PLAN SCALE: 1 = 20' -0" 0 20' 40' 60' SHEET NUMBER SC ALE FEE T 12390 SW Scl;olls Ferry s BJP 97-0383 18 of 23 AA 1 1 DWG NAME: 0ltU82-A1 A DATE: 4/13/97 1141 Pw IF THIS NOTICE;APPEARS CLEARER THAN THE OUT 7 199P, DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED S D1'�III�IIIIII�I�il�(1!!�! IIIIIIIlIIlII t�lllll,lllll IIIllllilll�i �Ifi�l�11! 1111IiIt�ilfl! fltlllllri�j! illllli�lll Iri�1�1�11��� IIIIIIl1Ifi i�iilii�ijl ittltm t�lihitt IInIIut iiitltlit u�t'Int In+int+r Warta u�t'!sm uiilnn I!stilnit i,�iltmlti�d�tn nul�tl� ttttli�ilstlulii�� unlntt a+nhi�+ �rttliue itn#�� titin +ri t�t�ts ► ttll�t �ttim min �i��ut ►ibui ��fll�t ;!>'�IN�� — 3' LIGHTNING ROD NO BAIL REVISION BY CH!cG APVLS _ UROPOSED 7/97 FSUCD FOO CD RIEW •c -- ANTENNAS SEF 62 I36 137 I A 319 ISSUED FOR CD REVIEW BR KC S ON \--f UTURE AN TFNNS A$ROWTH ISI 136 IJ7 REV Q 4197 ISSUED ION PERMITi BK MS A-3 A-3 A-3 CONSTRUCTION - - --- --- n5 5/u REVISIONS REQUESTED BR MS NOTE• /9/ MONOPOLE AND MONOPOLE FOUNDANON /5' (1' ^. Q DESIGN BY OTHERS. �- - - / - FOR MONO OLE CONFIGUATION REFER LO '- 16'-0" 12•_7 PROPERTY LIN(. 2'_0 5'-0" 'SECONDARY f ,RRIER �S`A�F'U � ---- - EOl1IPMENi n m PROPOSED BTS INSTALL CPS ANTENNA PER \ . EQUIPMENT PAD --- - "UFACTURER SPECIFICATIONS 561 -- --- _ - ____ _ ' ,� ` • . UAL LOCAI,ON TO BE - I `� '1E'i RMINED AT IKS4LlATION A-3 OF Onv E, ' REFER DTL IJ2 p% a o. A-.1 SP,FSIPI_ (�}�. -- -- — - • • 1YA 0 N) SEE 'RUCTURAL DRAWINGS PROVIDED BY THE " POWER POWER itPROPOSED 3' 6" RICH MONOPOLE MANUFACTURER FOR MONOPOLE CDOAaNA1L wINI FI ECIRICAL DRAWINGS TO MINICEII OETFRMiNC CONNLC LION FROM Bis 10 U/G 316 SI UB LP I;AUINLI f.ADINFT BOLLARDS (TTP.) b I CONSIOUCT10N ELECTRICAL UNE. SET iRFNCN DETML. A-3 / u� c33355 6' - TYPE "i" I 3 I _ LANDSCAPE — BASE STA" ��N � =— � II HDSL 360 <9 / STUB UP A-J n ` --- ` + N PROPOSED 90' 1 - PROPOSED T'-6" � 5/11/97 HIGH BOLLARDS (TYP.) b /'— NIGH MONOPOLE 1 �+ TEE W ' 0 < • I VI 6•_+• I McNlxif - E7gMe6n, P.0 Ev ---yyy �I '0 555 D Stmt SuNe A • ", EdTawks, 8020 AST ELEVATION SOI STH EL EVATIO� ! (205) 670-8651 FAX; (208) n2-0E/8 2 SCALE: 1/8" = i '-0" _ _ 3' 3,-9„ 4'-2 SCX --- 1}'-6" X L7 F.T.N. -- 1 6' - TYPE '1"-�/ LANDSCAPE w w a a U S WEST Communications rxI/Rxl rxo/Rzo "I WIRELESS PROJECT RED/YELLOW RED/GREEN �-DIRECTIONAL ANttENNA MOUNTS (6 iAN TZD RZO rl 7YI ENLAR ,ED PLAN S,TE INFORMATION BLUE/GRLLN WHITE, FLLOW SCA[ 1,TI'I STEEL SHAFT MONOPOIc — / � , /` - I1-O ILIryIL'I-II �- — OIL CAN HENRY 12398 SW SCHOLLS FERRY ROAD ---- _ TIWD• OR 97224 [1)[ (J TTYP)A ARMS — rUI"("OU2 `�- _ GN TYPE OUTDOOR - EQUIPMENT TZI /RZ1 IYO/RTOAND MONOPOLE atut/YE Lo /cRFLT TITLE 240 F.T.N. 120' F.T.N. ENLARGED PLAN AND ELEVATIONS ANTENNA MOUNTING COIF aFIGI CATION sIIELT NUMBER 4 SCALE: N.T.S.D — 2 DWG NAME: OR082-A2A UAI L: x/13/97 1136 P11 12390 SW ScNOIIs Ferry BUD 97-0JBJ 19&27 IF THIS NOTICE.APPEARS CLEARER THAN THE DI'T 7 1998 DLJCEIMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD IjfII lI,�IN111111 nuu�Iu�l� �unt�,l,u ,I,I,n�n�n nnm�lml n�ntl��Itu ,inm�nn► �unn�u�tl �t�i�t►ptq+ , allgnnl, I�un11m —I — — Ln 2 4X (ulna nuhm olilulTndnn onlm unlet d ndtn ndnll nnhu nulnnlnRlnn nn6m nnlm nnlnn Halon nulnR nn6ul unMnnndlll aln Ihn It dna if♦L!q 1 STANDARD CONCRETE AND REINFORCING BAR NOTES: --- TREN-_H -FINISHED GRADE, AC PAVING MATCH SLOPE AND THICKNESS 1 0 1 . ALL CONCRETE WORK SHALL BF IN ACCORDANCE WITH THE ACI 301, OF EXISTING NO t)A1L REVISION BY CHK ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. _ D LS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF �', (, ; �a;� I ,� � ,� ,,� —� 4000 PSI AT 28 BAYS UNLESS NOTED OTHERWISE 'c: ��� 1,,�� � , r, �c IIS!," "'�• , v " ' �' - 'O\ 02�9i IS f I I I I I I I I , SUEO OR CD REVIEW VT YS 3. REINFORCING STEEL SHALL CONFORM TO ASIM A 615, GRADE 60, DEFORMED FOR EQUIPMENT _ UNLESS NOTED OTHERWISE. WELDED WIRE-- FABRIC SHALL CONFORM TO ASTM `�� i I ( I I �` I + UNDISTURBED LAYOUT SEE — A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES r, �• I COMPACTED BACKFILL Dflk, 4 iOA a �� Q 03/97 ISSUED FOR CD REVIEW f3K KC CLASS "B" AND ALL HOOKS SHALL. BE STANDARD UNO. I ( � PER SPECIFICATION 6" DIA SCHEDULE a0 CARBON - Co r EAk1HWGRK CONCRETE ,AN � REVISIONS 4, THE FOLLOWING EL MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR `r STEFI. NIPS D LEU WITH 01/97 ISSUED fcw PERId1T/ qK 11S CONCRETE AND PAINIED - - - -- R REINFORCING STEEL IJNLE.iS SHOWN OTHERWISE ON DRAWINGS: -t--}' — BACKFILL IN ACCURUANCL WIIH CONSTRUCTON -- PAINTING SPECIE IC7,110N -- CONCRETE CAST AGAINST EARThi........3 IN. `� ---_ _ (SAND OR NATIVE SOIL) � cv CONCRETE EXPOSED 10 EARTH OR WEATHER: ' I I PER EARTHWORK M Q 6 AND LARGER TELEPHONE CONDUIT i I I i I SPECIFICATION GRADE, PAVEMENT WHERE APPI iC1,8LE i i DE II 4" GRAVEL •..•.........2 iN. - WHERE SHOWN WWF4X4 - W4.OX4.0 AL 5 AND SMALLER & WWF .........1112 1N. ��- UTILITY WARNING TAPE ON PIANS) CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST �„ �� AGAINST THE GROUND: `-ELECTRICAL CONDUIT -- `Nht RE APPLICABLE - 2" ' -MATCH EXISTING GRADE, D SLAB AND WALL 3/4 IN. -- �------- -"-------- r SOIL AND SITE CONDITIONS U) ) ---- - x BEAMS AND COLUMNS ..... .........1112 IN. 5 A 1/2- RADIUS CORNER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF 1'-0" MIN. -- MIN CONCRETE UNO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. EDGE TO EDGE 1 61 11 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN - — - DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFCRM I QC D TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTiN6 RE9AR WHEN DRILLING HOLES IN * SEPARAIION DIMENSION TO BE VERIFIED r NOTE; v ELEVATED FLOOR SLABS, WITH LOCAL UTILITY COMPANY REOUIREMENIS 1 . FOR CONCRETE NOTE SEE DETAIL. 302. -e1 7. INSTALLATION OF CCNCRETE cXPANSION WEDGE ANCHOR, SHALL BE PER �_ Bey (5% ACTED SOIL. TO MIN ao wx.. 6 MANUFACI URER'S INRIiTEN ,�ECOMMENp D PROCEDURES. 2. .:yavEl SHALL t3E n)ATURAL OR CRUSHED GRAVEL 95� MAX DENSITY PER JOINT SERVICE TRENCH BURIED CONDUIT 'rvlTtl 100 PFRCFNT PASSING I INCH SIFVF. ASTM D1557 METHOD D$. FLOAT SURFACE SHALL BEA SMOOTH FINISH. Sl►RFACE Sri,�LL 8E FREE OF (ro BE VERIFIED WITH SITEALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN t 1•. ELEC./TELEPHONE GUARD POST BOLLARD SPECIFIC SOIL- REPORT) SURFACE FLATNESS SHALL BE 1/16" PER YARD. � rJ� DETAI- 302 DETAIL DETA� - LC�UIPMENT PAS)/SLAB ON GRADE_ OF ` _ DEtAIL NT—S NTS 326 NIS NO FROST CONDITION � � NTS FRONT 2'-3 q/16' 0 7/16 V-ll 1/4' i 112'0 ANCHOR BOLT v I (TYP 12 PLACES) 2'-6" (MIN) FROM CENTER UNE OF ANl ENNA -___-`'--- _. LIGHTNING ROD W/ 4/0 BCW _ do 1"0 PVC INSIDE MONOPOLE STUN UP (REQUIRES MIN. 2" HOLE IN 2'-2 S/16• - b �2 LA TOP COVER PLATE) nI cn -- - I I 1/2" OLA. PIPE b � y — Til m 1 - 9" I I I - I o ( C:) 3/16' l/H' HOS I I MONOPOLE n Li HANG HOLD AT 120' TYP -- --W ( ) POWER Cu cu MINICELL - CCA -- I CABINET (2) BUS BARS (T�r'P AT 180' CABINET - �- _ ..__ _ FOR D0. -TILT FUTURE GROWTH — --- -- - -- - -- --- to iv z _ _ _ ' ' l`' t' MINICELL l i" MOUNTING BRACKET BRACKET Mct►iiect>t W CENTER BEING 2'-3" BELOW v I CCA N� z POWER a ", ' ANTENNA '� �6 - Ergime►a, P.C. ANTENNAS CENTERLINE OF ANTENNA AIvU TO I CA8INET CABINET �, o " ��2• 555 Dayton Siraet Suite A cn I ONE SIDE OF PORT HOLES W/ (8) 1 � I _ _ __i _ —_ — � -�- V� Edmonds. WA 98020 n �. DBL HOLES (12' LONG) AND L /f3 ,1 670-6651 FAX: (206) 712-Od46 = INSULATED FROM THE POLE 2,_2. V-1 1'-10 2'- 2._ — -- --- H , ( � --- ---COAX HAND HOLD APPROX " -B 5/8" / c / 2 2 7/8' 1 V) 6" x 8" SQ OR OVAL AT 3/8" w 129 3'-0" BELOW 7 Q I NOTE: CENTERLINE OF ANTENNAS (IYP) ----THE EXTENTION OF THE FLANGES OF HAND 12'_U" Uj HOLD INSIDE THE POLE SHALL BE --�--- -- M MIMMIZED AND SHALL NOT EXEED 1/2". In PIPES FOR ANTENNA MOUNTS SHALL BE 4'-0" LONG (TYP) ANCHOR BOLT PATTERN I WELD I.D. PLATES W/ P.O. III & -- POLE SITE N ON EACH POLE SECTION _ FOR �MINICELL _ ov CLEANUP LOOSE MILL SCALE do WELD PCS EQUIPMENT LOWER GROWTH ANTENNA MOUNT SPLATTER BEFORE GALVANIZING ---- r_ _ 0 PROVIDE TWO HAND HOLDS (3 CABINETS) MINICELL EQUIPMENT/PAD LAYOUT FUTURE GROWTH ANTENNA MOUNTING CONFIGURATION AT ASSEMBLY SPLICE FOR PIPES 2' OR LARGER I COVER PLATE SHALL BE PROVIDED FOR 9F b ALL UNUSED PORT HOLES. DETAIL DE-TAN'•' 430A� DETAIL A CONDUCTIVE ANTI-OXIDANT COMPOUND ;HALT_ BE NT$ 4� 1/40=1' 0" NTS PLACED BETWEEN ALL SPLICED SECTIONS OF MONOPOLE C S WEST Communications ' WIRELESS PROJECT _ ,-- /-- MONOPOLE LLIf FRONT REAR GPS ANTENNA BRACKET I ANTENNA- / EXIT PORT DOWN-TILE BRACKET -- APPROX I I 4 1/4" I 1 n" X 3r - -HAND HOLE FOR GPS ANTENNA UNLESS - ANTENNA 2 1/4" SITE INFORMATION _ + _ j i / HA ARERWITHIND3H�7LES OIL CAN HENRY ......— BOLTED MOUNTING BRACKET L' 12398 SW SCROLLS FERRY ROAD 2 112" DIA. PIPIT MOUNT In .3 9/16" -re `.�. I IGARD, OR 97224 o BUS BAR BELOW do � / � ���--- 1 1/4' RGS CONDUIT [ r� EXIT PURI AE-SIDE 6" TO 8" POR--082 APPROX BESIDE XI1 PORT I I �° 10" X 30'• I I r i DESIGN TYPE BUS BAR BELOW AND I I - - O rn I BASESTATION I r BESIDE EXIT PORT I I \ I AS LOW AS POSSIBLE `'--•,-`_- �� IAI N I OUTDOOR - _ - (15) DBL HOLE`; 1 I ( /2 JUMPER \ \ 1/2' DIA CIIAX CABLE O -� OR EQUAL 5 MIN. EQUIPMENT M I BENDING RADIUS tk I GROUNDING KIT f I ( DIN 7/16" FEMALE AND MONOPOLE I I - LOWER ANTENNA BRACKET I - -- ------ _ S�-�EFT TITLE COAX ACCESS HOLE 4 1/4" rig BCW526 I _ 8 1/2" 10'_ I 4 1 /4" 4 11/16" 2 3/4" NOTE: CODUIT SUPPORT PROVIDED BY MONOPOLE MANUFACTURER. DETAILS MO_NQP LE ATTACHMENT CONFIGURATION ANTENNA MOUNT SHEET NUMBER TYPICAL ANTENNA DIMENSIONS STANDARD DETAIL DETAIL _ NIS 332 —� ��� —� GPS ANTENNA INSTALLAT UN ON MAST DETAIL 436 DETAIL mffm! NTS NTS < > DETAIL A 3 NTS ow 12390 Svj Sch,,iis Ferry DWG NAME: OR082- A3A DATE: 4/13/97 b26 PH BUP 97-0383 20 of 23 IF THIS NOTICE APPEARS CLEARCh THAN THE OUT- 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAL17V. MICROFILMED S DVIII+III III II IIIA on 0 C"1111111111, �IIIIII�IIIII I I'IIIIII�III!IAll 1IIII1111111 r,T191ili111 11111111�II111 i1111lI�r1111 fi 111�III#fiIR I~$I�f�I���IlI� 11111(ILII1I1-i1fI1�1�l�ir IIIIIIII Illl�uu IIIlllln tillhlll Inlllnl I,�llmt IIIIlIII! Itrtllll) ltllNit nitllll!(!flltltlltll!liit! nl111411 IIIIInnlinllNi! IlIlllllt 1111111117 ALLITH Illfllllt ti!l�tll! Alin!! IIIHilIIINI I�lill II� NI�tIN NIIlltil tl�tl lN�N 24X a s -DOG HOUSE I f N0. DATE REVISION BY CHKD APVLS RADIO 90' CONNECTOR FOR POWER /CABINET UQUIDTIGHT CONDUIT "LB" FITTING CABINET PROVIDED \\ GROWTI�, CABINET - --2" FLEXIBLE _--_---____-- - • 1 12/96 ?ONING/RF REVIEW UQUIDTIGHT CONDUIT ON CABINET ( { - INI CELL CABIPJET - ------- RAISED HOUSEKEEPING PAD -7 I 1 1/2" FLEXIBLE \_ ---/ LIQUIDiIGHE CONDUIT --- `SECONDARY CARRIER - SEE1/07 ISSUED FUR CO REVIEW / �-"LB" FITTING RAISED HOUSEKEEPING PAD EQUIPMENT - (!9 ON SLAB I " " I _._ �_ �..� / LB FILING ' ON SLAB -��`�. � �. I-. � CONNE T1 ` / _ - _ PER ----- _ �3 2/>�7 ISSUED FOR CD REVIEW _—_ PRORT LINE BTS EQUIP. POWER WNNE CABINET 1 1/2" RGS CONDUIT 1~ 3/97 ISSUED FOR PERMIT CONNECTED TO BELOW GRADE PVC z PER 40 ---- - ----- PROPOSED BOLLARDS SLAB ON GRADE ------- -2" RGS CONDUIT SLAB ON GRADE + F - - CONNECTED TO BELOW -�-- GRADE PVC 4/97 REVISED PERMIT ISSUE PROPOSED - v -- T1 CABINET CONNECTION i POWER CABINET CONNECTION a MONOPOLE DETAIL l- SANITAR► SEWER PROVIDE UTIUiY ,� I NTS 4 ,, EASEMENT %' METER AND � I ROOF ELEV I NIS D TAS" 440 0 DISCONNECT PER<56 = 252' r � % I PROVIDE TRENCH PROVIDE UNDERGROUND ELECTRIC SERVICE. =r' // IIIr,kF.S`i L�:RESS & 11., " iD PROs I PROVIDE 2 PVC �,�E FS --- -- --W _-_-. - - --- ----- - - - U, 01111 r EA•,EMENT I X72 1 GINE S P a r c E I 2 I TELEPHONE CONDUIT F PAR TI PLAT PROVIDE 125A, 4 TERMINAL / 93 l 562 �„ N0. 19y3-U57 'L 'pant f, � I z7 5' � 1 CONTINUOUS DUTY NEMA 3R I UXITY METER BASE/ENCLOSURE COORDINATE LOCATION WITH SERVING UTILITY PRIOR TO PROVIDE UTILITY - ROUGH-IN. I / --INGRESS - EGRESS I _ I PULL VAULT EASEMENT I --PROVIDE 100A, 250V, 2 POLE, j/ • A PROVIDE TRENCH-4 EXPIRES:12/31/981 NEMA 3R FUSIBLE DISCONNECT y I UNDER 37ROUND I I ;K WITH 10OA, RK1 FUSES. :'� POWER AND I 12 TELEPHONE a .RP (112" IR W/RPC) RACEWAYS. I I PROPER I i LINE S 89'S4'IS" W (191 17') 3-;I CU THWN,--•� ,` POWER CABINET PANELBOARDA WITH o� (138.00) I I EXISTING 75 KVA _ 1-04 CU GND., 100A, 2P BREAkER PAD-MOUNTED IN 1-1/20 C. F t OOA PROVIDED WITH I I TRANSFORMER 1 ( I I 2P EQUIPMENT) • rm - NOTES: CONCRETE PAD I. VERIFY ALL INSTALLATION REQUIREMENTS AND AVAILABLE FAULT CURRENT WITH `-- PROVIDE #6 GROUND SERVING UTILITY PRIOR TO ROUGH-IN. I „ --2 INCH BURIED FOR T! ARACEWAYVERIFY CONDUCTOR PER II ",; ROUTING AND ACCESS NEPA 70 AND SERVING 2. AVAILABLE FAULT CURRENT AT MINICELL I REQUIREMENTS WITH UTILITY. BOND TO POWER CABINET SERVICE ENTRANCE IS SERVING U U PROVIDE LONG GROUND GRID, ESTIMATED TO BE 3064 AMPS. THIS SWEEP ELBOWS. ESTIMATE IS BASED ON THE SERVING \\ C' ��,P i ``' ROOF ROOF ELEV e 260' �F�S�S A P Tn', DIAMETER EMPTI' UTILITYS EXISTING 75 KVA 1201 203V, P CONDUIT WITH PULL CORD. 3 PHASE TRANSFORMER HAVING A 4.576 OIL CAN HENIz, F'R o IMPEDANCE RATING. ADDITIONALLY ROOF ELEV - ` Architects - Engineero, P.C. CONDUCTOR LENGTH FROM TRANSFORMER �n SECONDARY TO POWER CABINET IS 8120 S.W. Ridge” Drive ESTIMATED TO BE 300 FEET. �_ I I dge" Ud5 ONE-LINE DIAGRAM I ; ; I (503) 291� -118 FA(: (503) 291-1185 Q3�NOSCALE ' P A R C E I. 3 I I ui PAR I I TION PLAT TPcNCH MONOPOLE r3 140 1993-058 PER I I i TWO HOLE LUG \\ TO ANTENNA 2 I I / ANTENNA 509 522 GROUND BAR I I STANDARD ANDREW TOP OF MONOPOLE I 1 GROUND KIT MOUNTED ON r I NOTE: DO NOT SURFACE OF POLE)I RACEWAY FOR I INSTALL ANTENNA `� ELECTRIC GROUND KIT ON AL GPS ANTENNA WITH I r I w I I � CABLE BEND (TYP.) 1/2 COAX AND EXISTING UTILITY SERVICE-ENTRANCE GROUND KIT TRANSFORMER /10288 CONDUCTORS `` J II 75 ! 6 AWG `---. 6 AWG �TYP.) COMPRESSION CONNECTION I I I EXISTING TELEPHONE I -y2 AWG INSULATED SCW ROUTED I I PEDITSTAL U S WEST Communications olip DOWN INSIDE OF MONOPOLE I>s� � _ _ ' ; j . _ r WIRELESS PROJECT o L - - - - -- - - ;- - fl 'RUrI't- - - - --PRO-- LINE---- - -- - - L 8 l T� _� I` HANDHO f TWO HOLE LUG (TYP.) _ - ---X ---- -- - -- --_ x - - EW-P T UTI ITY Vh 33-LAx (2; #2 AWG BCW JTWO HVLi: !UG COAX CABLE --- MONOPOLE / S�Q 520 LIGHTNING PLAN ( rITE(ONE CABLE � � PROTECTIONNFORMATION /--ANTENNA 509 523 GROUNDING 526 ( '� Y-.-- --SI,TE� J GROUND BAR w� FOR ADDITIONAL GROUNDING ` CAI-E. I BOTTOM OF MONOPOLE REQUIREMENTS, SEE DETAILS OIL CAN HEN ERY (MOUNTED ON 12398 SW SCHOOLS FERRY RD. � SURFACE OF POLE) � � 0_V7S1 561 513 I1 �'II' 40' 60' - — ---- TIGARD OR 97224 TO ANTENNA CABLE (2 CADWELDS TO AWG, TINNED BCW GROUND BAR FOR GROUND BAR FOR ''t AI F FEF 1 P0R--0 2 COVER ASSEMBLY / WNOPOLE �Rl ING GROUND) OAX GROUNDS CABINET GROUNDS � ACCA DWG SHOWN ON _ ONLY. DESIGN TYPE <5�4� 24B 509 - MONOPOLE 2 AWG BCW FOUNDATION I 5067 - RING GROUND OUTDOOR y — — _ - 2' COAXIAL GABLE SIZE AND LENGTH EQUIPMENT - - #2 AWG 8CW BY OTHERS AND MONOPOLE — _ (FUTURE) SECTOR NO. OF CABLES SIZE LENGTH I MINI- POWER I SHEET TITLE GROUNDING -- STANDARD DETAIL I cne I ALPHA 2 1 1/4" 95' ----- - - -- _-_-- CONCRETE AD —... -I SITE PLAN ANTENNA CABLE GROUNDING TO °' GROUND BAR AND MONOPOLE GROUNDING ONE LINE DIAGRAM ! — -- BETA 2 ' I/4" 95' GROUNDING SCHEMATIC DUAL GRAVEL YARD , 12'-0" 503 I� SHEET NUMBER � - - .`. NTS GAMMA 2 1 1/4" 95' MONOPOLE EQUIPMENT GROUNDING --STANDARD DETAIL PROJECT NO.: 96-576.33 DETAL INIFRI'ACE ENGINEERING INC NTS 5178 GPS 1 1/2- 45' Consulting Engineer; N SC 1Hoed, Yllweukle. Oregon reton Y1222 _—" - — -- –•- ,_, I KENSPENCER {� DAME: 57806GE2 EDATE::-: :1�2.`/10/9G 12:22 P , 12390 SW Schoffs Ferry BLIP 97.0383 21 of 23 FILE: 57833GEI DATE: 04-16-97 TIME: 16:01 IF THIS NOTICE APPEARS CLEARER THAN THE OUr 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijlli�lllllll II l IIIN��IiII IIiIIIl�llllt I I'�IIIII�IIIII IIIIIIIf111�I 1 i�t�1(1�"I�1�1 11JIIi�fi�lllll 1 I�I�IjI (Il1IIIII IIII .,.._ ' IIIllllt Ili{IIIII iHI Illl�lltt 111I41111111�41i1 IHI�IIII 11111111!IIIIIIIIIhIIIIIIII UNIplI It{I�l1I111111I1111 IniIn11111u�nluludlluNl�l�Iii 1111�1i1 UINI Nib'{II tlfl�il� Is�1 IilIt11I i11h111 111�f1I�iNlllll 1111{tl1J 1!1l1g1� NO. DATE REVISION BY CHKD AK;-S ��-- INTERFACE PLATE I A\ 12/96 ZONING/RF REVIEW `L 1/07 ISSUED FOR CD REVIEW 0 0 0 0 0 - Tx Tx Tx TX Tx IX SAa S3P C3G O O O U O - ELECTRICAL SYMBOLS 2/07 ISSUED FOR CD REVIEW 0 0 ® GROUND ROD WITH ACCESS ® GROUND ROD Q 3/97 ISSUED FOR PERMIT RX/OX RX/Dx RX/DX RX/DX RX/UX RX DX CADWELD TYPE CONNECTION o s3o/P STo1/G S26o/P s2DI/G S15o/P SNDI/G CPS 0 4/97 REVISED PERMIT ISSUE CABLE GROUND KIT - � COMPRESSION TYPE CONNECTION _ /6 AWG STRANDED COPPER GROUND -- -- --- GROUNDING WIRE WIRE ((GROUNDED TO GROUND BAR EXT (STANOARD ANDREW GROUNDING KI ) 0 TI A AMS GNU GND� 0 501 REPRESENTS DETAIL NUMBER a O C� O G� ' A Pry T 0 0 0 o ANTENNA CABLE _ _ _ BEIRIA IONS 1/2" JUMPER �����2• AWG AMERICAN HIRE GAUGE CABLE (6 TYP) IMAX. 3 4 $ BCW BARE COPPER WIRE SOLID TINNED PROF 12*INSIDE WALL - '��'��G IN fs� OF BUILDING GPS GEOSTATIONARY POSITIONING SYSTEM 0 TYPICAL CONNECTION OF CABLE GROUND KIT PCS PERSONAL COMMUNICATION SERVICE W 1 PPC POWER PROTECTION CABINET TO ANTENNA GPS CABLE END a —'- - PRC PRIMARY RADIO CABINET L R� 6,,q4 RWY RACEWAY O� 1 ZELIAµQ _ TYP. TYPICAL I-- -- -1 �- — - --- -� ANTENNA CABLE GROUND KR [ EXPIRES:12/31 St3 CABLES6 AWG STRANDED COPPER GROUND RGS RIGID GALVANIZED STEEL I IRE ( MOUNDED TO GROUND BAR) EMT ELECTRICAL MEDALLIC TUBING I I i ! I I ( STAT BM ANDREW GROUNDING KR ) DWG DRAWING LTZO/RZO TZ 1/RZ 1J OO/RYO _TY 1/RY 1J L TXO/RXO �TX 1/RX 1 J I IGR INTERIOR GROUND RING (HALO) - 2400AZ 12VAZ 0'AZ ANTENNA ' ACCA ANTENNA CABLE COVER ASSEMBLY CABLE 7/MAX. 8 ' DLk 6• BTS BASE TRANSMISSION SYSTEM INSIDE WALLAPPROX. GEN GENERATOR OF BUILDING GR GROWTH GPS 1/2• COAX NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND BSCW BARE STRANDED COPPER WIRE I CABLE tSCW INSULATED STRANDED COPPER WI1-tE TYPICAL CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE END DETAIL_ 500 DETAIL DETAILAT ANTENNA E14D NIS 11/15/96 -� -- -- Architects - Engin"ro, P.C. 8120 S.W. Ridyelralr Drive Portland, Or"on 97225 I (503) 291-1182 FAX: (503) ?91-1185 I COLOR CODE THE COAXIAL CABLES WITH COLORED HEAT SHRINK TUBING AS DESCRIBED BELOW. THE ACTUAL COLOR CODING WILL TAKE PLACE AEIER THE CABLE IS LAID OUT AND AHE CONNECTORS ARE INSTALLED 4io AWG STRANDED COPPER GROUND AS A PMT OF THE COAX RETURN LOSS MEASUREMENTS, THIS EFFECTIVELY "RINGS OUT- WHICH CABLE IS WIRE (GROUNDED TO GROUND SAR)) TOP OF CONCRETE SLAB WHICH. SO THE COLOR CODING WILL OCCUR DURING THE RETURN LOSS MEASUREMENTS ON THE COAX. (STANDARD ANDREW c;ROUNDII�G K(f) METER PANEL THE COLOR CODING IS AS FOLLOWS. CABLE GROUND KIT NEMA 3R TYPE FUSE DISC. SWITCl; ° 4, ° • • 6• — 240VAC, 1 DIA, OR 6ELOW BELOW \' NEMA 4 TYPE v, ;,, , /\, \� ;��, , TO IDEM 1IFY THE SECTOR: ANTENNA CABLE I — FROG i t.IN CADWELD X = RED 0 DEGREES OR TRUE NORTH 1/2' DIA. 3 3 4 6' _ �� 0 I �( 12• APPROX. BV• OTI 1 i _ WHITE 120 DEGREES OR E.S.E. IN ID I WA c ! TYPICAL CONNECTION OF CABLE GROUND KIT GALHILWIK BOLT Z - BLUE 2CO DEGREES OR W.S.W FOR ANTENNA GPS CABLE AT EQUIPMENT END a OR APPROVED EQUAL _ �— RING GROUND #2 AWG BCW U S WEST Communications TO IDENTIFY THE SECTOR: 16 AWG STRANDED COPPER GROUND 3/16 • WIRELESS PROJECT WIR_ AN D ANDRTO � 0- GREE�1 (STEW GROUNDING BAR) KIT) 0 rj 6• bi _ CABLE GROUND KR 6 1 = YELLOW L2 X 2 X 1/4 3 • i2' GROUND ROD COPPERWELD ( nP• ) -F 5 / 5/8 " DIA X 8"-0" LONG I SO EACH COAX WILL HAVE TWO STRIPES ON EACh FND OF THE CABLE. THESE STRIPES SHOULD BE TYP. 1/80L/ PLATE ! APPROXIMATELY TWO INCHES LONG. ANTENNA C3 X 6 5/8 X 5• X 9" SITE INFORMATION CABLE 7/80 DIA. 6 ( TYP. ) 0 I L CAN HENRY FOR THE END OF THE COAX THAT GOES TO THE ANTENNA, ATTACH THE STRIPES AS NEAR THE /�, TYP. OF 2) 12398 SW SHr:10LS FERRY RD. ANTENNA AS POSSIBLE, ENSURING THAT THEY WON'T GET COVERED UP BY THE WEATHER-PROOFING INSIDE WALL 12' APPROX_- AND CAN BE SEEN FROM THE GROUND. OF BUILDING TIGARD, OR 97224 NOTE: DO NOT INSTALL CABLE MOUND KIT At A BEND t;. GROUNDING — STANDARD DETAIL POR-082 �—CONCRETE PAT,, SEE 365 TYPICAL CONNECTION OF CABLE GROUND KIT ON ARCH. DRAWINGS GROUND ROD DESIGN TYPE COLOR CODING OF COAX CABLES FOR ANTENNA AT EQUIPMENT END RACEWAY — STANDARD DETAIL _ OUTDOOR DETAIL I j� DISCONNECT AND METER PANEL MOUNTING DETAIL 503 EQUIPMENT i, NTS L O, AT EQUIPMENTA END AND MONOPOLE 10/31/96 DETAIL 562 >HEET TITLE DETAILS GENERAL NOTES SHEET NUMBEI PROJECT NO.: 96-578.33 E 2 ewe INI'E71FiMa 0 INC he- Cwtul t l�.n9yEnyl wo M-NA DWG NAME: 57806GE1 DATE: 12/10/96 12:22 P 12390 SW Scholls Ferry BLIP 97-0383 22 of?3 FILE: 57833GE2 DATE: 04•-16-97 TIME: 16:01 IF THIS NOTICE APPEARS CLEARER THAr4 THE OUT- 7 1998 DOCUMENT,THE DOCUMENT 1S OF MARGINAL QUALITY. MICROFILMED S D {jIll�ilIlllilll��f�l1� Illjill(II111 f l'IilllfJilflf Ijilfll`�j{jl i I�T(�(I�Ijljl !fs�llj�jl f1111j{�t�lj3 f Ijflljliilt {Iiljlij ;l ij1j11ij{j�jl {jfj{j1�{Tlji Itilllll IIIIItIII IlIIIIIIIIIIIIIt+°+iHItIIHi llll�pil 11IIINiI IIIIIIIii lII11lii! ilIII!!!!i!!II!!llllllllllN IiilltlN 1pl�llp Iliil!!II (!1lIIlI! !1111!!1! !!l!I!!I!lIIi1�!!!1 !ul�n! ar1lu r'!I�!! li��l' )N i�11��� alh! IIIA!! 111!!)!!1!I'i1� , r GROUND ROD BOX REINFORCED CONCRETE2 AWG ecw ND DATE REVISION BY cHNo AMLS 8 1/2 - ID CHR ISTY COVER CHRISTY FEID y/15• 10%S CABINETS TYPE F22 LOOP AS LARGE AS 5 0 2) (QTY s, 2/CAB.) ZADE POSSIBLE TO AVOID C+) t� I2/9e ZONING/RF REVIEW SHARP BEND \ ll I/97 ISSUED FOR CD REVIEW .i 7/16 0 °3 I2 BSCW T ° ° o 0 Q 2/97 ISSUED FOR CD REVIEW I �. r0 ' CABLE TO ROD �� ®° ° 0 .0 010 0� 3/97 ISSUED FOR PERMIT CONNECTOR J o BURNDY TYPE GAR- ° w I J/18" Z — REINFORCED z 4/97 REVISED PERMIT ISSUE — CONCRETE EXTENSION N 0 2 OR 3 HOLE CONFIGURATION CHPISTY TYPE ADS fr LEGEND D ti" + z - j 1- COPPER GROUND BAR, I/�' % 1' % 20 HOLE CENTERS 10 MATCH \�—/2 AwC BCW \ /2 AWG BCW CLEAN SAND FILL J ` 4 w� NEMA DOUBLE LUG CONFIGURATION 0 RING GROUND `TO KING GROUND 2- INSULATORS w 3- 5/8" LOCKWASHERS RING GROUND m 4- WALL LLOUNTRIG BRACKET /2 AWG BCW S- 5/e-0 % 1' H.N.C.S BOLTS 13 �PEp PROFFS GROUND ROD COPPERWELD GROUNDING — STANDARD DETAIL yt 4.�GINC S 5/8 - DIA X 8'-0' LONG GROUNDING — STANDARD_DELAIL GROUND BAR DETAIL GROUND BAR MOUNTED AT CABLE COVER ASSEMBLY EQUIPMENT GROUND BARDETAIL a GROUNDING — STANDARD DETAIL NTS DETAIL w�ulAMe GROUND ROD WITH ACCESS 5248 EXPIRES:12/31/98 DETAIL 506 FROM CPS FROM CPS ANTENNA ANTENNA FROM ANTENNLE A PS ANTENNA NA ott I) STANDARD ANDREWS �CABLE�(TYP.) ( ) ROUND KR TR- ) ANTENNA �- IRON GPS ANTENNA JI JUMPER 7/8' (TYP.) CABLE I TO CABLE - COVER FROM ANTENNA ASSEMBLY �J -� ANTENNA RJM ANTENNA GROUND BAR ^;��8 .) ANE NNA \ W E ACABLENTE (I2 AWG ISCW ,�"_r,{/�CABLE I ANTE \ ANTENNA TO COVER CABLE (TYP.) CABLE / t TO CABLE ASSEMBLY CONNECTOR TO CABLE TRAY I I ASSEMBLY JUMPER COLD SHRINK 8 AWG WEATHERPROOFING KIT (TYP.) ITRANDEQ —1 CABLE (TYP.) ArcIMiLKL - EngnNn, P.C. WIRE ) e120 S.W. r* ZZ5 L DOUBLE HOIE COVER Portland, 0r�g82 37225 C CABLE (503) 29I-tie2 FAX: (50S) 291-Ties CONNE:TORS (TYP.) I ASSEMBLY 2 AWG BCM' TO 1 /2 AWG BCW LNG GROUND L-GROUNDING BAR f0 TRANSITION ON MONOPOLE. GRD RVR AT BASE OF -ALL DOUBLE f Z (QTY 3 TYP) MONOPOLE NOLE LUGS (TYP.) / 2 AWG BCW TO (12 AWG BCW �ING GROUND GROUNDING — STANDARD DETAIL TO RING GR.'UNO - /2 AWG BCW To GROUNDING — STANDARD DETAIL CNG GROUND CONNECTION OF GROUND WIRES TO TRANSITION GROUND BAR GROUNDING — STANDARD DETAIL ; GROUNDING PLATE (LOCATED AT BASE OF TOWER GROUND BAR MOUNTED AT CABLE COVER ASSEMBLY • I l DETAIL DETAIL 5.'2 DETAIL 524 523 i — — U S WEST Communications MONOPOLE WALL WIRELESS PROJECT LIGHTNING ROD 2' GRCMMETED CONNECTION TO AHp 0�E -- HOLE C COVER LIGHTNING CD�R SUPPORTS FOR ASSEMBLY FRAME I FOR ACCESS PVC OR 2/0 BCW 3/4' DIA SITE INFORMATION FLEXIBLE PVC PVC I" NFOPRENE -� OIL CAN NEi�RY CASKET -2/D ecw clmuNO I 12398 SW SCHOLLS FERRY RD. LIGHTNING ROD CONDUCTOR BUS BAR [MVOLE TIGARD, OR 9724 TMOUNT O MONOPOLE PLIC.HTNINWG ROD 3/4 . INA MONOPOLE FLEXIBLE PVC 21" BEND DESIGN TYPE RADIUS (TYP) OUTDOOR .-ANTENNA CABLE i? MONOPOLE LOVER ASSEMBLY EQUIPMENT I 1/0 CONDUCTOR FOUNDATION BCw J -uNISTRDT / AND MONOPOLE / I SHEET TITLE 12 AWG TINNED - " '••'.V 1 1� �; A BCW RING GROUND F ' ,•.. DETAILS HANDHOLD FRAME LOCATION SOLID TRAY W/ OPENING N BOTTOM FOR GROUNDING MONOPOLE FOUNDATION GROUNDING STANDARD DETAIL SHEET NUMBER ' MONOPOLE LIGHTING PROTECTION ON MONOPOLE � DETAL 520 DETAIL PROJECT NO.: 98-578.33 NTS ���/J R I 1 I t1ArArllln)EglAwn I E 3 123M SW SC 09 Fe Mi SUP 97. �1' m� Ram WIf-� DWG NAME: 57808GE3 DATE: 12/10,98 12:22' 0393 23 of 3 FILE: 57833GE3 DATE: 04-19-97 TIME: 18: 01 --- --- IF THIS NOTICE APPEARS CLEARER THAN THE OUT, 7199P DOCUMENT,THE DOCUMENT IS OF MARGIN/L QUALITY. MICROFILMED IiIIII+IIII Ill�lgi�ll IIIpII�llill r1IIIIII1lilllll ililllllglll 117Ti�yl�i+ +Infir�lllll� IIIIIII�iilil I IIIIlflll (fll+llf►fIIN +f+lq+fQ►1 II+t)1l�li11 S D