The URL can be used to link to this page

11744 SW PACIFIC HIGHWAY-3 I I \J O VALMONT INDUSTRIES , INC . WEST HIGHWAY 275 - P . O . BOX 358 VALLEY , NEBRASKA 88064 PHONE : 1-800-VALMONT c825-8888 > ASSOCIATE DRAFTER : TONY DAWSON x3867 SENIOR PROFESSIONAL ENGINEER : JOHN RESLEP x3757 1E(C 00 il 11 U N c7—j,-= C R T I 1 `�' 00 L '�� D D D [] INDEX OF DRAWINGS DESCRIPTION DRAWING # DESCRIPTION DRAWING # 'OLE ASSEMBLY DC3506Z BASE PLATE BC2.9437 MINI PLATFORM ASSY DCA025Z TOP CAGE PLATE 8(.:29438 RAIL KIT ASSEEMBLY BC 1394Z BOTTOM CAGE PLATE BC 29439 SECTION ASSEMBLY i DC3506A TRI-BRACKET ASSEMBLY CCO24OZ SECTION ASSEMBLY DC3508B SAFETY CLIMBING ASSY BCA13OZ SECTION ASSEMBLY DC 3508C E . I . A . GROUNDING KIT BC 1992Z ANCHOR BOLT LCAGE ASSEMBLY CCO2190 WESTERN WIRE[.-ESS - PCS VALMONT ORDER # 13799 - 9�) SITE : GREN!BURG SITE NUMBER : PO - 1373 - B ®UP'9Hwy,9 ,744 POLE HEIGHT : 130 ' 1 of 22 If this notice appears clearer thall the document, the decunlent is of marginal yu.ay:ty. r illll � l111111 L4 .11111. . 111 + 11 .141f� j MCN - eH .k A ---'. " ... '�IIIIIIIl11�1�1#il I 441 � . �r�� Y . I�illiif I1.11llllllli�!!�If Illlif IIIIIIIIiIIIIIIiIIIIIIIIillI1111IIIIiIIIIIIIIiIliliIllllillllillillllllflililllllllil�llIIIIIIIIi�ilf�Iilll Iilllllfllllll�l�� NOTES : 1 . POLE SHAFT-GQVERNING F±EACjIQNS, BL-13942 30.00•' MOMENT 22, 899 IN-KIPS 1 .00" NUT --� I 0.75"-10 UNC HX NUT SHEAR - 21,374 # (8 PLACES) _� GALV A563 GRADE A VERTICAL - 23, 232 N 12.00" 0.75"-10 UNC x 6.50" LG 2. COMPONENT IDENTIFICATIQN: TAG LOCATIONS ARE CARRIAGE BOLT GALV INDICATED BY CALLOUTS ON DRAWING. "TAG MARK" 1 A394 TYPE G IN BILL OF MATERIAL SHOWS FIRST 4 DIGITS ON - RASE PLATE �-- EACH TAG. SUBSEQUENT DIGITS WILL INDICATE MTN SEQUENCE OF MANUFACTURER. MAX SPLICE I SPLICE E 3. ASSEMBLY AND ERECTION GUIDELItiES: SEE VALMONT CCO24OZ OCA025Z r- FOUNDATION L___ COMMUNICATICN PCLE INSTALLATION GUIDELINE 1012. 8.00" r;� 4. SLIP JOINT 'ACKING FORCE OC3506C ID TAO --� —� `J MINIMUM - 25,000# MAXIMUM - 90,000# Li t, v 30.00" 0.75" SO NUT GALV 5. HEIGHT: WEIGHT IN TITLE. BLOCK IS TOTAL SC1992Z -� TURN STEP BOLTS UNTIL FRONT STRUCTURE WEIGHT EXCLUDING ANCHORAGE. SEE CCO219O FOR CAGE INFORMATION. 11,U EDGE TOUCHES POLE SHAFT 6. FINISH: GALVANIZED PER ASTM A-•1.23. A MINIMUM OF TWO FULL THREADS 7. POLE DESIGN CONFORMS TO EIA/TIA-222-E FOR: 46' -7" IS REQUIRED AoOVE TOP NUTS. REFER TO ELEVATION VIE`4 FOR MINIMUM AND 85 MPH WIND WITH 1/2" ICE SIMUTANEOUSLY . MAXIMUM SPLICE VALUES . 50 MPH WIND WITH NO ICE, TWIST AND SWAY. BASE PLAT7 CONNECTION SPLIC=N POLE sTE77_7 8. DESIGN LOAD?N!G: 1-CELLULAR PLATFORM MOUNTED 8 TOP. 12-OB978H' S MOUNTED ON PLATFORM FACES. Q TETV 1-CELLULAR PLATFORM MOUNTED ® 110' ELEV.12-OB97SH'S MOUNTED ON PLATFORM FACES. 1-4' DIA 5.9 GMZ DISH W/O RADOME B 100' ELEV. ATTENUATOR 2 V 1-2' DIA 5.9 GHZ DISH W/O RADOME 0 50' ELEV. �- CABLE � 3 ( 1634750 ��- CATTLE GUIDE ( e ABLBELT BILL OF MATERIAL OC3506B SPLICE DIMENSION (SHIPPING SEQ. -1 FOR ALL) MINIMUM - 36.67" Q, VALMONT UNT'f QTY DESIGN - 49.00" PA M (7ESCRIPTION WEIGHT PER MAXIMUM - 55.00" ` �-- LANYARD AC0096A PREFI TAG MARK _ (LBS) STR (Z" X 8" ) ' DC3 506A SECTION AS AEMBLY 81200 1 AC0746A DC3 5068 SECTION ASSEMBLY 4 X00 - 1 TERMINATOR (6" X 12" ) DC3 506C SECTION ASSEMBLY 2,350 1 CCO 2190 CAGE ASSEMBLY 1 855 1 BCA1302 AC0097A -•-- NOTE MINI PLATFORM ASSY (OCA025Z) 826 1 46'-7" 130' -0" (9" X 24") --- NOTE RAIL KIT ASSEMBLY (BC1394Z) 555 1 AI` M A M H A C A N N L N --- NOTE TRI-BRACKET ASSEMBLY (CCO24OZ) 126 1 --- NOTE SAFETY CLIMBING ASSY (BCA130Z) 48 1 --- NOTE E. I .A. GROUNDING KIT (BC1992Z) 22 1 MISCELLANEOUS ACCO96A HANDHOLE COVER PLATE (5 X 8) 3 11 AC0746A TUBE INLET COVER (6 X 12) _12 S EL V. AC0097A HANOHOLE COVER PLATE (9 X 24) 9 2 163475D POLE CAP ( 17" DIA) 17 1 --- ABLBEL r SAFETY BELT 1 C G V PRpc r. SPLICE DIMENSION G�` �cSs% HARDARE SIZE N VALMONT DESNIPTION � PTR OC3506A �t'. G E C� TM E MINIMUM - 48.47" +r.�� ` NUMBER BOLT GENERAL FINISH A S STR DESIGN - 6 .00" SPEC 1 MAXIMUM - 61.00" DIA LONG NUT WSHR 11 2136A SPEP KIT HDCV - 106 2 164035 0.25 0.75 SCREW S.S. A410 36 EG 31 161647 0.381 1.001 SCREW S.S. A410 9 41 1611710.75 1 .75 H_DOV A325 i 0 5 142056 0.75 FLAT HDGV F436 1 46'-0" ��NNIS \. A u G 2 8 1996 . PER ASTM A325-91C, EXCLUDE SECTIONS 6.3 A 9.2 DUPLICATE DRAWING DISTRIBUTION PEQ1112_19_ 12' *i .5" E3RENHAM DWG SIZE D CLASS CODE ( 1) 1 CLASS NO. (3) 450 iAWN NIR Q/ T $CAL,; 1 AWD J 08/07/96 NONE ILL �,L d5 SHOP C 5 PAR a SHAFT INFO OTHERSPECIFICATION► 8, ELEVATION VIEW SEC LENGTH BASE 00 TOP 00 THK MAT A 46' -00" 40.50" 31 . 30" (1.375" S-12 SEE FABRICAT?ON DRAWINGS V REV CHK MATERIAL Th1ICKNESS WEIGHT • DATE Y BY REVISION DESCRIPTION 16 874# FJR AOCITIONAL DETAILS B 46' -07" 32.94" 23.63" 1.313" 5-22 R LON 4 � Pacific Hwy, 11744 _ c 146 ' -07" 24. 89" 15.56" U.219" 8-22 13112-qh WESTERN WIRELcSB - _PCS _ 130' POLE OC3506Z BUP 96-0409 2 of 22 If this notice appears clearer than Rhe document, the document is of nuirginal qui-,"..Y, III ! 1111111f 11 Mill 11Ili . l. illlll1. 1 '111 l 1111111 I11jiilli 1111 16 x 1 1 11 11 �� ... � .MN .f� ! I IIS,, 1111111 01 Til �,�► ►Ift 'll It l 4 131A 2 e 5 135A 132A �- 131A -'.30.1 132A --\ 135A 133A 5 S 133A �1 i /— 1114 SECTION A-A i ARM 7T MECTIONPLATFORM - NN i_ I ON B # B 1201 1145 -- 1206 t,7 -1 1+14 GRATING O _ 130k 9 7 BILL OF MATERIAL 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 (SHIPPING SEQ. -1 FOR ALL)O VALt"ON UNIT fl t Y PART NUMBER a4PREFIx TAO MARK DESCRIPTION WEIGHT PER 1142 1142 _ (LBS) sTR C 1202 1143 ACO 130A CHANNEL - 5 X 6.7 X 109. 12" 64 .3 130A ACD 131A CORNER PLATE _ 26 3 113? - 1143 8 ACO 132A ARM ATTACHMENT PLATE 7 3 / PLATFORM ARM 3 ACO 133A TIE STRAP (CHANNEL TO CHANNEL) 3 3 135A 130A ACO 135A PLATFORM ARM 63 3 ACO 1114 YIE STRAP (GRATING TO ARM) 1 6 / 1145 ACO 1137 GRATING ASSEMBLY (LEFT) 37 1 5 1203 7 ACO 113%f GRATING ASSEMBLY (RIGHT) 37 1 ACO 1142 GRATING ASSEMBLY (LARGE) 106 2 � SECTION B-B VIEW C-C ACO 1143 GRATING ASSEMBLY (HATCH) 29 1 ACO 1145 HATCH PLATE (RECEIVER)A N N N HA A 4 1 o ACO 1201 HINGE STOP 1 2 / ACO 1202 HINGE 2 1 37 0 1 143 1139 /\ ACO 1203 HINGE PLATE (BOTTOM) _ 1 4 ACO 1206 HINGE PLATE ASSEMBLY 1 4 A A L_� C + I - - I MISCELLANEOUS PRO,��C- - y� GIN /~ / aL lV� Q '9 VALMONIDESCRIPTION CL PART HARDWARE SIZE ( IN) QTY NUMBERBOLT GENERAL FINISH ASTM PER vt CL] DIA LONG NUT WSHR SPEC STR 1 161101 0.63 2.00 HDOV A325 6 �• H 16. E 2 161347 0.63 2.25 HOGV A325 32 3 161170 0.6-312.50 HOGV A325 5 AFN WS 4 161128 0.636 50 HOOV A325 13 Ll 0 o 0000005 333014 0.63 LOCK HDCV A563 56AUG 2 8 1996 6 141122 0.63 BEVELLED HDCV F436 26 0 0 0 0 0 e o 0 0 o e �- 7 161049 0.31 1 .50 HOGV A325 33 8 131167 0.31 HOOV A563 33 ? 141121 0.31 FLAT HOOV F436 33 10 345124 0.31 W-WASHER HOOV F436 33 QUANTITY INC�_UOES 11 151010 0. 13 1 .50 COTTERPIN HDOV - 3 �E 5X EXTRA A325 HARDWARE PER ASTM EXCEPT PARAGRAPHS 6.5 & 8.5 DUPLICATE ORAWI�4 DISTRIBUTION !EQ_MlNj=PL,6TFQCM,__QALVANjZED------------ TULSA M TDWG SIZE B CLASS CODE ( 1) 1 CLASS NO (3) 450 TULSA 4RAWy Lw_R &M SCALE MAL 03-13-90 NONE MAL 07-06-92 MAL CHANGE►) HARDWARE OTHER sPECIFtcaTlONs v 09-04-90IKE CHANGED HARDWARE BUP ey`rY? Pacific Hwy, 11744 iv orREVISION DESCRIPTION V CHK WEIOH96-0409TE BY Y 826 # 3 Of 22 ORDER - QalgUFTION Dw�No� STANDARD STANDARD MINI-?LATFORM DCA025Z If this notice appears clearer (11.411 the doculnent, tiler•t;r; document is of manal ty, � i � ► tli � i,► f1 � 1 :I , 1 � 11 � � � 11�1.14111111111111lI ! Iflil � 1 1il � � li , i � l � i11ii � � � ► � i i � i � iii � l � � , i �� i � � � � � � 1 � 1 � i � ! I ►f � ! _ �l � l . 14 MT F1111' I Nil BILL_ OF MATERIAL ( SHIPPING SEG . = 1 FOR ALL ) VALMONT UNIT QTY 0 PART No. DESCRIPTION WT PER C LBS ) S TR AC1050A AC 050A RAIL ANGLE 2 1 / x ' - " 2 1 /2 x 1 � 4 x 9 1 38 6 AC I. 051 A ANTENNA MOUNTING PIPE -- 2 " SCH 40 x �)0 " 23 12 AC 1 052A CORNER PLAFE 17 3 4 Ar i_ 052,� —7 r Q-z o ' ® MISCELLANEOUS 2 ® ' DESCRIPTION z HARDWARE S I 7_E ( I N ) QTY - � � VALMONT � ' PER AC1051A ASTM � I � PART BOLT _ � GENERAL FINISH S T R �IIJMBER DIA LONG NUT WSHR SPEC �� 1 1E> 1147 5/8 1 1 /2 F�DGv A325 5 - MINI Pl._,� TFORM CHANNEL ---HDCV A325 13 1 _ 4 � 2 11154 5/8 3/ 4 � 1 - - ' 3 11108 5/8 3 1 /2 iHDGV A 3 2 5 2� j o 4 333014 5 /8 LOCK HDCV A563 90 * QUANTITY INCLUDES EXTRA PER ASTM—A325- 91C , EXCLUDE SECTIONS 8 . 3 & 9 . 2 DUPLICATE D!�A�"y Iiy� DISTRIBUT1oNTEC _ M IB BRENHAM J 1 _ PL .ATFORM _ RA IL _ K T T _ E _ 1 _ _ _ _ _ _ _ _ _ _ TULSA DWG SIZE B CLASS CODE ( 1 ) 1 CLASS NO . ( 3 ) 450 -eD PRO,c�. �� DRAW; ENGR DATE Sui LE NF �s, MAL 09 / 13/93 NONE 1 0 11 P . A . CHK SHOP CHK -7MAL_ GUN OTHER SPEC I ; I CAT I ONS 0 9q�N 16, , O �' ---- _ _ - LJL�1 �/1�ua 5 � MATERIAE THICKNESS WEIGHT �N� REV DATE REV �.HK REVISION DESCPIPTION EI Pacific Hwy, 11744 AUG 2 8 1996 I D _ B Y B Y 555 # 8UP y6-0409 ORDER NO . CUSTOMER [DESCRIPTION DWG NO . 4 of 22 —; STANDAR STANDARD MINT PLATFORM RAIL KIT BC 13942 if this volice tappcars clearer 0),in the docurnent, the docunne.?t is of n arl;Wal qm! :;y. 11 i ftj11-111 11r, oM.- 111111111111i l `CH I Ono mom 0 1 i e►� _ T14 i13 -r IiII�(i�l iIN�1i1Illfii : F- A � 1is�11ii ffiiiiiiililii�f ii�,liii�ifli�, I iii ii,��,lii�iiil iiiilillllllllliiiililllliiiililliliiiilillilililliililiilllllllllli,luil�illiliiii�iili{�i,� lrt iiffl LOCATION DIMENSION BC29433 HANOHOLES SHAFT �' W-S2 LOCATED AT FROM FROM TOLERANCES 7 LARGE END SMALL END BLANK M_ DETAIL LONG LEQ �� Q OF FLATS / ON TUBE C 7 01 -&.00" 1U 525 I 4 -}- -- 10 0.38 X 0).82 4 + 10 ' 4 10 BASE PLATE 1 SECTION &=A 1 AC08519 _ 7 1 5' -7.00" 9 0 o -- 1.00" S' -10.00" 8 BC29437 --,- -< 1 TYP �— -- 6' -3.00" 7 0 I 0. 19 V LOCAJION \ °NorE° / 0.31 TYP 4 -- 0.50" R. REFERENCE 2'-6.00" ORIENTATION REF. AT ~- f AC00064 - 0'38 0S. 1Q R ENC LOCATION �•- LOCAT ON 7 p I;L e - p AC00552 � 0 0 11 STAMPED PER " IDENTIFICATION PLATE 6 1 ALIGN WITH ENO ASSIGNMENT SHEET" (REF. M-34) . SMALL EN FLATS ATTACHED PER M-44 kFTER FINISHING. AIL 1 1 79E PLA7A UN A PLATE A 4 AN H 1 M BOTH,, I .D.TAG LEGS 0.19 POLE FACE 0 �1 TYP �� ABO3752 0.88" REF 7 .112.5' L9QAT r ` 1511782 -+- a 2,00" - 304734 4 I � -�- 10 a REF 135' a i ( REF 1 MAX ARC-25" - LOCATION a REFERENCE b + 131042 CLIMBING a FLAT a Q PTION E RENCE I s . 19 ` 0. 19 --� I LOC K •- 6" I , TO" 0 15 P POLE FACE b" I a a MOVES TO AVOID 12 , -------f7 INTERFEFENCt -7'5 LOCATE GUIDE ON Q FLAT M I LOCATION ±Z' " L�3 � BASE PLATE LOCATE ON Q FLAT N 1 VERTICALLY TO AVOID INTERFERENCE CLIMBING FACE - FLAT M1 IDETAIL 5 1 CABLETAIL' 1GU I Ot I I JACKINGNUT IDETA :L 34' -0.00" 5 7 4 + 10 FOR A.L.S. ONLY 38' -0.00" 4 2.00" DIA HOLE BURNED ON a FLAT #4. UPPER HAF OF HOLE 1 AND TOP AOFEFLAT #4 WITH O.06" BILL OF MATERIAL SEAL WELIIj_� X 45' CHAMFER ON BOTH SIDES. (SHIPPING SEQ•0 FOR ALL) ph C 41' -0.00" 3 / 5o6AX FOR ALL OTHER SITES _ I so rr 0 �'� PARTVALMNa QTY DESCRIPTION PER _ 2.63" DIA HOLE BURNED ON C FLATS � GI N le �� a _ ASSY LOC6TIONSTA r IN 0.50" !�3 b N5. CHAMFER UPPER !iALF OF BC29434 SHAFT 1 REFERENCE HIGH LETTERS. HOLES AND TOP OF FLATS 43, #4 6 #5 w �(/ 1 � JY BC29433 BACK-UP-RING 2 WITH 0.0t" X 45' CHAMrtR ON BOTH SIDES. BC29437 BASE PLATE_ A A HANGER H AC00552 GROUND CLIP 2 45' -6.00" ib?J194 AC00064 HANOHOLE RIM 2 _ 46' -Q.OQ" 1 1 304734 CABLE STOP 1 THE LAST CHARACTER, "X" , IS A SEQUENTIAL �� 16, 1��J � 151' '82 CAB!_E GUIDE 1 NOTES : NUhERAL ASST3NED BY MANUFACTURING. ��, N1 ��f 131041 1.00" NUT 4 N A803752 STEP LUG 25 1. FLATS 1 AND 12 ARE AOJACE'JT TO SEAM WELD. DETAIL N TAG 1620194 IDENT TAO 1 2. ALL CROSS SECTION VIEWS ARE FROM SMALL END OF TUBE. AUG 2 8 1996 —` J. POLL TUBE QATA REF_. MATERIAL- 5-22 TUBE END QD (IN) THICKNESS - - LEdQ Its LARGE SMALL (IN) 46'-0.00" 40.50 31.30 0.375 POST-FINISHING ATTACHMENTSSEE DETAIL. 3 TUBE CIAMETERS MEASURED ACROSS FLATS. _ AC08519 ID PLATE -� 1 DUPLICATE DRAWING DISTRIBUTIONrMF_�E _A� Y_ @Q_ 1_ID .4� , _t? 112 BRENBAM DWG SIZE D CLASS CODE (1) 1 CLASS NO. (3) 40 DRAMN L4 Q"T arm - AWD JLR 08/07/96 1 NONE P.A. CNK S.W-9-az �0 OTHER 9KCIF CAT ON Pacific Hwy, 11744 F-1 M-1,W-24 ° � . BUP 96-0409 DATIE q C REVISION DESCRIPTION 5 of 22IO EATERIA� TFIi 8O 13112-96 WESTERN WIRELESS PCS SF_CfION ASSEMBLY DCC 350 A If this police appears clearer thin the document, the doemnent is of marginal qua':�y. Jill ! � j � � , � ! � ► i ► I � t { � � ! I � I ! I � i � �; ! ; r � � � i � � 11 � � { � { � { � � � � �1 � t � { { � � � i � � � { � { � { rii � I � { R { 111 { 1 ++ t { ± {'lilt �.. � ' 41 tIIIIIIillt01ol 'illt{tNiittfit Tul IIIIfIIIIflllilIl(il(Ilfilli�l(IIIIIIIlIfII I I ili ii - I (hliillflfllflllill lillllllf ffllfflflfl .IffIIIIIIIIIflllllfl{flfllllll{llllifllflfffllll�dhrl� �t1r��I,t �ttt�Uf�t� ��{fr�rf.f t LOCATION OIMENSIUN +' Q LAT(S) HANCHOLES LOCATED AT0.50" FROM FROM TOLERANCES - TYP A 3 7 11 d OF FLATS �—� TYP - POLE FACE LARGE END SMALL END E,I.ANK - M- DETAIL 7 1 0.31 O'-6.00" 7 1511782 4 -+ 0 4 -}- 10 /--,� 4' -7.00" 6 y 4' -10.00" _ 5 1 1PET 5' -0.00" 4 5' -3.00" 1 LOCAT QN- - 131042 -- REF -NC 0. 19TYP 7 6 0.25 LOCATION _ LOCATION REFERENCE 305521 LOCA0.25 4S• AT O RLFLRENCE 019 -� YIEW A-g LOCATE GUIDE ON Q FLAT # 1 LOCATION s2' VERTICALLY TO AVOID INT&FERENCE tE7AIL I I JA=NG. NUT A2 1 J-H AL 3 1 PANDHOLEACAb7 QUID BOTH LEGS}p,19 I .D.TAO A803752 . S. REFERENCE 7 -}- a 7- 2.00" a REF 4 + 10 FOR A.L.S. ONLY 135, a 2.00" DIA HOLE BURNED ON C FLAT MAX ARC-25" ' #4. CHAMFER UPPER HALF OF HOLE a 1 AND TOP OF FLAT #4 WITH 0.06" SEAL WELO,�- ,_ ` X 45" CHAMFER ON BOTH SIDES. Q a 1 j -.1--- _ FOR ALL C-nom SITES CLIMBING F LAT __ 30" _ _ 2.63" DIA HOLE BURNED ..,.-4 T cLATG FL,AT TYR T STAMP IN 0.5U" #3 & #5. CHAMFER UPPER HALF OF NMI ..- 6„ i a REFERENCE , HIGH LETTERS . HOLES AND TOP OF FLATS #3, V4 & #5 UCC n WITH 0.06” X 4t) ' C: AMFER ON BOTH SIDES. t6" 1 m A7 IGALVAHT.-Cnz:j MOVES TO AVOID p 3.00" 1620194 29' -0.00" 4 INTERFERENCE a a THE LAST CHARACT-:Z, "X", IS A SEQUENTIAL CLIMBING FACE - F'..AT #1 NUMERAL ASSIGNED BY MANUFACTURING. IDETAILvC, IDETA 1E I MENT TAG 38' -6.00" _ 3 39' -0.50" 2-A i ROFFs :N O ► N _ r ` �-- w 1 �L 1 40 p" BILL OF MATERIAL 2' E.00" - (SHIPPING SEQ-0 FOR ALL) _ 45' -7.00" 1 VALMONT QTT IEGGN PART NCI DESCRIPTION PER ASSY BC29435 SHAFT 1 131042 1.00" NUT a NOTES . - d��j(v1� 305521 J-HOOK _ 3 1. FLATS 1 AND 12 ARE ADJACENT TO SEAM WELD. 8000568 HANOHOLE RIM 3 2. ALL ROSS SECTION VIEWS ARE FROM SMALL END OF TUBE. AUG 2 a 1996 1511782 CABLE GUIDE 2 3. PALE TUBE DATA REF. MATERIAL- S-22 A803752 STEP LUC 36 TUBF END 00 (IN) THICKNESS 16,26.194 IDENT TAO 1 LENOTH, LARGE~ SMS ( IN) — - 46'-7.00" 32.14 23.63 0.313 TUBE DIAMETERS MEASURED ACROSS FLATS. DUPLICATE DRAWING DISTRIBUTIQN BRENHAM OWG SI7_C 0 CLASS CODE (1) CLASS NC . (3) 400 DRAWNI EM I DALE I TLE AWD I JLR 08/07/%6 1 NONE O ----- &.-2z SHOP_C PAR O OPl ESP GIFICAT ON Pacific Hwy, 11744 �'a.H".j t Mc bLS 24w�1or+r J� 8Uf 96-0409 51311j20j4 q�V CHK REVISION DESCRIPTION 4 6000 6 Of 22BY OMQ No WESTERN WIRELESS - PCS SECTION ASSEMBLY DC35068 If this notice appea1'S clearer 01.111 the document, the document is of muirginal quality, � 11111 ! 16 X� � j � jiji i� � j�� : , .�_ i . iljij � ii � ljili ! � . _ � A �� ji � ij ► I � 11111111l1i11lrl111►�iltf�l f 4 .,AM4 14 i t tll�lill !lIIII!!11llid!!lIII!!l�IIlllllll�IlllIIIIlII!lllilll�!!lIIII!llllillllllllllll!!! 11 11 1!I !! I 1 1{11! 1!!1111)11111111111111 fill ��r it H1I�1!Hfw - _ 111lt�t�.l !I 1111 !I! 11 !1 LOCATION DIMENSION - FLAT(S) - Q FLAT(S) HANDHOLES _ �Z FLAT S) LO FROM TOLERANCES A 4 OF FL AT 10 A 4; .10 FROM DETAIL B 4 d OF FLATS 6 !4 5 0 POLE FACE LARGE END FMALL END BLANK M-' _ 0'-0.00" 11 0'-6.00" 10 1511782 1 ' -0.00" 6 9 � 1 5-8 I -Lac _ 2' -0.00" 3-B 0.31 l REF ` 0.50" 2'-6.50" 5-A LOC 0. 19 I 0 -8.00" 4' -6,00" $_8 ATION REF NC 1 ENCE 0. 16 5' -0.00" 7 BC00568 - 0 1-B 131042 4 OCAT ON 0.22 +45• - CCE �� 0. 19 LOCATE GUIDE ON R F;Ai " I ' JCATION -2' ' VERTICALLY TO AVOID INTERFERENCE JUE TAIL� NUT DETAILJ-HOOK I IDETAILHArJ H _ M A 4 1 CAKE LACL FLAT(S' HANDHOLES BOTH, LOCATED AT " 7LEGS 1 59 T OF FLATS ATYPO A80375218'-0.00" ,S 3 7 11 ( 4 �- 10 WITHRNATE 112.5' y�CAT n 18' -8.00" .�-B FERENCE STANDARD + a 19' -O.UO" 3-8 9'-6.50" 5-•A T OF FLAT IN TABLE 4 �-- 10 1 STEPS n 135' a TYP 9 REFERENCE MAX ARC-25" a a AT 1 R F_R NC / 15.00" Q n 24'-0.00" 4 ( ,. CLIMBING a— 8 7 6 0. 16 TYP 45.00" BOLT 6.. FLAT n TOP AC00448 - 0 15.OU" 0. 19 LEGS ( 15 305521 0.22 45' AB03752 NORM `. 6 ( a- 2-REQ'D LOCATION _ ¢ LOC prnm { a r_r_ t6" a 15.00" MOVES TO AVOID n 3.00" 1.50" INTERFFRENCE a a 3.00" VIEW A-A 4 31 '-0.00" 3-A CLIMBING FACE - FLAT 01 31' -&.50". 2—A D E T A J-HO K 1177AIL 6 1 HANDHOLE RIM DE AIL 7 1 W 0 R K I 17TAIL 0.88" REF 7 - 304734 4 10 LOCATION 1613173 � 1 ioll'i REFERENCE �T SEAL WEL� T 10 YP BILL OF MATERIAL I `.� X 0.1" (SHIPPING SEU-0 FOR ALL) � 0.25" MIN VALMONT QTY 1-A STAMP IN 0.50" 0.50" MAX 1 ¢ PART NQ DESCRIPTION PER REFERENCEHIGH LETTERS. ASSY 2'-6.00" 0.19 TRIM A9 SC29436 SHAFT 1 — NEEDED 45' -7.00" 1-A — POLE FACE 131042 1.00" NUT � 1620194 BC00568 HANDHOLE RIM 8 15'.1782 CABLE GUIDE 1 THE LAST CHARACTER "X" IS A SEQUENTIAL 305521 J-HOOK _ _— 26 NO FES : LOCATE 014 Q FLAT 1 NUMERAL ASSIGNED 8Y MANuFACTURING. AC00448 HANDHOLE RIM - 6 1. FLATS 1 AND 12 ARE ADJACENT TO SEAM WELD. I E*17IL 9 1 IDETAILN A A A JTPA7—7 A803752 STEP LUGS 47304734 CABLE STOP 1 2. ALL CROSS SECTION VIEWS ARE FROM SMALL END OF TUBE. 16201.94 IDENT TAG 1 3. POLE TUBE DATA 1613173 POLE CAP MTO STRAP 1 � �� MATERIAL- S-22 TUBE END D (IN) THICKNESS LENGTH LARGE 21&LL. (IN) 46'-7-00" 24.89 15.iib 0.219 A 11�V' TUBE DIAMETERS MEASURED ACROSS FLATS. �� IN �✓ '9 �� DUPLICATE DRAWING DISTRIBUTION TMF_ BRENHAM DWG SIZE 0 CLASS CODE (1) �, CLASS NO. (3) 4(�0 QRAWN LM Q�1TE arm .4 - — AWD JLR 08/07/014 99�H 16, `' �!✓ _._. - P.A. _Hc �A� U� r _ OTHER SPECIFICAT ONS Pacific Hwl', 11744 400 N N I.-, - REV F-1 M-1 W-24 o MATERIALILU0=91 *EIOMT • UP 96-0409 w _ DATE Y Y REVi8I0N DESCRIPTION 2 350350#7 0122 AUG 2 8 1996 CMC wMEM OESCRIPTION DWO NO 13112-96 WESTEPN WIRELESS - ?CS A SECTION ASSEMBLY DC3506C If this notice appears clearer th,►n the document, the document is of marginal gtj,,j':;y. �i ` I � � tll � lINCH � � .l16 X -4,1111 - ( lily Tilii � i � llll � { IIjI � IJI � IJIIIT � 1 { I � 1 � fi � i �.} . I... I � { � � � i � � � ; � � l i � i � l � l I � I , I I IJIIIII 111I1 ! � lI � i I11 � I I11 - . - � : 1 � 4 � 1l � lll _ iL. x.14 41 13 14 1 17 1 21 ...��. , ' ' li�{II{IIIII,�rlf {{!� INI 1iii1� ►f.. . ,I. I1N1i.!!.IIIIIII{Ilfl{I,III{1{1{{'I1{{lifl{I{IIII{II{I{i{IIII{1I111{�I{IIIIIIIIII{IIIIIJII{{{ILII{II{III{ILII{IIIII{{{I{I{I�fll{Illi�h�l{ I{Iliillilif!( i' i� fii_ . ' � �I�ll ,( r FIELD ASSEMBLY/ERECTION DRAWING 0 O O 0 0 O 0 ! NOTE 3 O 0 ��_ NJTES O O 0 1 . BOLT CIRCLE DIAMETER 48 . 43" . 2 . MARK LAST FOUR DIGITS OF ASSEMBLY 2190 ON TOP CAGE PLATE AFTER ASSEMBLY . 3 ., V-NOTCH INDICATES CENTERLINE FLAT #10 . 343036 _ 0 . 25" P OF NALTOP OF a LT I ' 9 . 50" PROJECTION I I BC291438 I 202049D 9 ' -0" LONG ��GD PROFe6S . ,y �,'� ,�. d�� - BILL OF MAI ERIAL cc ( SHIPPING SEQ- 1 FOR ALL) VALMONT OTY PART N4 DESCRIPTION PER ASSY BC29438 TOP CAGE PLATE 1 �ENN�S BC29439 BOTTOM CAGE PLATE i 2020490 2 . 25 " BOLT 12 AUG 2 8 1,996 343036 2 . 25 " NUT A563 24 DUPLICATE DRAWING DISTRIBUTIOIN TCACAWONONBC224352Q2Q49DF_ ____-- -.------ -- BRENHAM DWG SIZE C CLASS CODE ( 1 ) 0 CLASS NO . ( 3 ) 44 DRAWN ENGR DATE SCALE BC29439 AV D JLP, 08/07/96 NONE --- P .ACHK I SHOP CHK I PAR OTHER SPECIFICATIONS M- 1 o R V ,_ REV CHK „_ • MATERIAL THICKNESS WEIGHT � • Pacific H 11 1 . 00" � 0 . SO CIRCUMFERENCE MIN ID DAT : BY BY REVISION DESCRIPTION 1 855# v►ry, 744 0 . 25 V BSP 96-0409 ORDER N0, CUSTOMER DESCRIPTION DWG NO. 8022 13112-`'ib WESTERN wIRELESP - PCPCSS ANCHOR BOLT CAGE ASSEMBLY ICCO2190 If this notice appears clearer tlj,,tn tile, document, the document is of margin,-d Y. q-1111_IIj � I , � � Il � ii I Ill � ili � IJIJICji � { Ill l � Ill � fllji � i � i1, 1 ` ► ' I ! IIi � H111 ! l i � i � i � { � I � I � I 1 � 1 � 1 � 1 � 1 � 1� l � Ill � l � � l � Ili l jl. r ... - .� l � l � l � l � � INCH MAdE Ni ENN 14 46 1 17 lol all II�IIIfllili��lii fili�tf�f tfi it f i fill�ffif fiif�flfilllff rfilli'I�.flllil�fli(IIIiI�IIIiIIIll�liiillililllilli16 X 1111111.1 1llliflllll,11111f1,1i111111��1f111f�1t�lrIf ! t11�11 ,i i HOLE COORDINATES ( INCHES ) ON 1620194 STAMP THE LAST HOLE NO. X- COORD Y- 000RD IY FIS/ E DIGITS OF PLATE HEAT NUMBED IN 0 . 50 " HIGH 1 24 . 22 0 . 00 4 CHARACTERS . SEAL WELD TAG . 2 20 . 97 12 . 11 3 12 . 11 20 . 97 O 3 4 0 . 00 24 . 22 * 5 17 . 13 0 . 00 DRAIN HOLE 2 0 0 . 50 " R 14 . 58 � TYP — �Ofo — 5 1 X 2 . 63 " DIA HOLE P�RO ( 12 REQD ) Qz o x-- 4 . 00 DIA DRAIN - --- 54 . 43 " HOLES ( 2 REQD ) EG EYP 24 . 00 " DIA AUG 2 8 1996 0 0 BILL CSF MATERIAL - ' SHIPPING SEQ = 1 FOR ALL ) VALMONT OTY PART NO DESCRIPTION PER ASSY BASE PLATE 1 1620194 TAG 1 DUPL- I ('- ATE DRAWING DISTRIBUTION LBTC9_ _9 _4U_ 5_ 0_ 24_ 2_ 2_ 2_ SO_ 0_ 12_ 8_ N_ Y_ N000 _ _ BRENHAM - DWS::, SIZE B CLASS_ `C ODE ( 1 ) 4 _ CLASS NO . _C 3 > 2.00 DRAWN I ENGR DATE SCALE k AWD JLR 08/ 07/9 NONE — P . A . CHK SHOP CHK PAR OTHER SPECIFICATIONS Pacific Hwy, 1 1744 — ` BUP 96-0409 M— C`�/]na Y=T 9 of 22 T , W `� a REV REV CHK MATERIAL THICKNESS WE ID DATE BY 8y REVISION DESCRIPTION S— _128 2 . 500 500 # '' 1 r 301 NOTES . ORDER NQ . CUSTOMER DESCRIPTION DWG NO . �. . BOLT CIRCLE DIAMETER = 48 . 43 '' . 13112 - 9(D WESTERN WIRELESS - PCS BASE PLATE BC29437 If this notice alwears clearer lean tht document, the document is of marginal yualI iiijlll � I � lllj ! i 11l � - } 4 1l11llJill Jill l ! l--illili1ljl � l i flijljl � llij ! I ' ! jljl � ! = l � iji I i � llljl + l � Ijl I I � II ► � I � II � I I + ! llll � ll � � .� . .. = � # j " ITC INCH MAD! ft Imm {�# F I LI •w �t ��le��i�i�ft►�f ifitit � � tfit ' MI. , 01111iiis►uli��ilii�aliiiiiiiiiliu�lii�iii�uli�!�Ii�iil��liiiii�iuliiiil�i�ilii�'I��ii.11illllll 1111111 l IIlIIII�I�IIIt 1!I IIII�IUllilllki' �tfi �ntI11�1tfI :�� _._. �. I� �i � � ref � 11160-1 �1oLE COORDINATES ( I NICHES ) HOLE N0. X- COOPD Y - COORD Y PF.OF � , 54 . 43 DIA ,�4 1 24 . 22 0 . 0 4 �\ r�; 01N - ;� 2 20 , 9 7 12 . 11 ., 3 12 . 11 20 . 97 C3) r, 4 0 . 00 24 . 22 O I A U G 2 8 1996 2 . 31 " DIA HOLE ( 12 READ ) — — G 0 -- ON 1620i `;4 STAMP 9438 IN 0 . 50 '' LETTERS . I SEAL WELD TAG , 4 �. . �3 " DIA I J BILL OF MATERIAL ( SHIPPING SEQ = 1 FOR ALL ) VALMCNTQT1 PART NO. DESCRIPTION PER ASSY TOP CAGE PLATE 1 1E,20194 TAG 1 DUPLICATE DPA ►' Tr4G DISTRIBUTION TCP9940502422000 BRENHAM DWG 00I7E B CLASS CODE ( 1 ) 4 CLASS NO . ( 3 ) 900 DRAWN ENGR DATE SCAL 7 AWD JL_R 08 / 07/ 9 NONE I P . A . CHK SHOP CHK [ - - PAR Pacific Hwy, i 17ti.+ OTHER SPECIFICATIONS � BUP 96-0409 _ 10 of 22 M__ 1 MATERIAL THICKNESS WEIGHT NOTES : REV DATE REV CHK REVISION DESCRIPTION S _ 1 . BOLT 'CIRCLE DIAMETER 48 . 43 " . In BY BY 115 0 . 500 ^ 127# 2_ . 1 . 00 " V — NOTCH AT POC r TION INDICATED . ORDER NO . CUSTOMER DESCRIPTION DWG NO . 13112- 96 WESTERN WIRELESS – PCS TOP CAGE PLATE BC29438 If this iiofice appears clearer tium the document, the docuunevt is of marginal quill;,y. tiI i ► +: i � � � � � E � 1 � 1 � fI1 11 ! Hill � + ; ' f ► I i � 1 � 1 � 1 Iti � � 1 Ill Jill1111111U11111111,1i : .� 1 � 1IIMCii Mt '!!fitMADE _..._,._._..._ _ Im IIf1 i i I il�rh�1l1111111111111111(1l111I(11111f1(gmilli11111111'I11I11111111(111111111111111111ill IIIIIIII ill 111I11111111111111I�1111f1I1111111d1�1111lI��t �lFi��fi�t�fill��fi�� 1 IIIiC��,i [ HOLE COORDINATES ( INCHES )" HOLE NO. X— C OORD Y — C OORD Y PR�� 51 . 93 " DIA �ssr _ 1 24 . 22 0 . 00 4 2 20 . 97 12 . ly O o r 3 '_ 2 . 1 .1 20 . 97 4 _ 0 . 00 24 . 22 + ''1C; j. 4)eN N�-1 2 A U G 2 8 1996 �-- 2 . 5011 DTA HOLE ( 12 REQD ) 0 , 0 �--- ON 1620194 STAMP 9439 3 '� N 0 . 50 '' LETTERS . I SEAL WELD TAG . 0 41 . 93 " DIA O � BILL OF MATERIAL ( SHIPPING SEQ = 1 F=OR ALL ) VALMONT QTY PART" NO. DESCRIPTION PER ASSY BOTTOM CAGE PLATE 1 1620194 TAG 1 DUPLICATE DRAWING DISTRIBUTION BC P9940502422 BRENHAM DWG SIZE B CLASS CODE ( 1 ) 4 Cl -ASS NO . ( 3 ) 900 DRAWN ENGR DATE SCALE AWD JLR 08/07/96 NONE P . A . CNK SHOP CNK- 7 L� PAR Pacific Hwy, 11744 OTHER SPECIFICATIONS BUP 96-0409 _ (�— 1 11 of 22 � MATERIAL THICKNESS WEIGHT � REV DATE REV CHK REVISION DESCRIPTION NOTES : ID BY BY S - 115 0 . 50J 96# 1 . BOLT CIRCLE DIAMETER = 48 . 43 " . CRDEP NO . CUSTOMER DESCRIPTION DWG NO . 13112- 96 WWESTERN WIRELESS — PCS BOTTT OM CAGE PLATE BC29439 If this ilolice amwars clewer ilial the dvctiment, the docurnent is of near ,linai qual:ry. � � � ; � � � �� t � �y I � t � i i.� j � , � � � � � � � � � �� ' rr + � r [ I , I ; �.( lll ! lll , lili I IMCM MADE l.Kll I I I __ Cm 13 {�{I`illll{Iil�{{1i (NIIt�{� �flfi�{� Iftli�{fl(( ((((�(i(II(((1�1(i(ll(1(I(((11111(�I(III(Illefllllllllllllllllll�IIIIIIIII�IIII[IIII�IIII[IIII�IIII[Ilii�llll[IIII�iII►,hiflfill{I {(i{�li{IIIt11�11� �i��{t t1,{�llh��#� �� w ~ �' ��1111�1�' HO N � 3) tv 6440 '9 v C1� 2 - GUSSETS � OkkuON GUSSETS SHOWIN CUTOUT •1�, FOR CLARITY . �''�H 16. N AUG 2 8 1996 BC10413 � I NOTE : USE THE " TURN OF THE NUT " METHOD OF \ TIGHTENING THE ALL THREAD ANU NUTS WHEN MOUNTING THIS ASSEMBLY ON THE POLE . B I L_' OF MATERIAL ( SHIPPING SE(� . -1 FOR ALL )VALMONT UNIT QTY PART NCL DESCRIPTION WT PEES ( LBS ) STF BC1 0413 TRI -BRACKET WELDMENT ASSEMBLY 42 3 - POLE SHAFT MISCELLANEOUS a DESCRIPTION +� 1 O I r_ VALMONT HARDWARE SIZE ( IN ) QTY ASTM PER I -- uj PART BOLT NUT WSHR GENERAL FINISH (JPEC STR -- �, NUMBER DIA LONG 1 345614 0 . 63 8 . 50 ALLTHREAD HDGV A449 9 I 2 333014 0 . 63 HDGV A563 20 3 142070 0 . 63 FLAT �HDGV I F"436 20 I -- A — C CD: O O 1 *GUANTITY INCLUDES 5X EXTRA ._ DUPLICATE DRAWING DISTRIBUTION TEC_T-Izaef li-12_. 00=16 . 5U_Fzi_____ _ BRENHAM DWG SIZE B CLASSCODE ( 1 ) 1 CLASS NO . `( 3 ) 450 BRAWN ENGR DATE I SCALE ` MAL 12- 17-921 NONE P. N. CHK SHOP CHK r _ MAL 0_THER SPECIFICATIONS 06/24/94 LVG L VG RVS ' D NOTE AND B . 0 . M . THICKNESS WEIGHT Pacific Hwy, 11744 IEV DATE REV CHK RFJISION DESCRIPTION MATERIA,. I _ 126 # BUP 96-0409 12 Of 22 ORDER N0. CUSTOMER DESCRIPTION DWG NO . TRI -BRACKET ASSEMBLY ICCO24OZI If this police appears clearer llr,,rn the document, the docurnent is of marginal quar;.y. 11 ( 11il � 111111 � 1 � � M � �1 . lE,� � 1111 iQi11111111111111111111flIN , 1111p -r1 � � � � � � � � � � � � � � r � t � � � � � � � � � � � � � � � � � � fi � � l � l � � � � � f � :.� 1# } 4 � � l � � f11in I IMCN MADi! 14 1 It `�'' ,• t cat •" . .._,_ 1 31 ti 1 1 a .N'` w '^4• • +r MY M• N � {III►�IIIIII i�� ffl t�if�f{ i� , ,�i�i iii #IIl iliI�IIIIIfIIllllllll{(f�lll(I((III((IIIII(I(11111111�flili(Ill�llillllll�ll�IIIIIIIIIIilllll�lilllllll�lllllllllllllllll{1111111{1,111II!!'N��I �� rnr �{�r� y . � " {�lir�.� PR O ` ATTENUATOR BC 05322oN�^� O A U G 2 8 199b CABLE— AC0451L GUIDES 43 jl BC05323 4—REQ ' D BILL OF MATERIAL ( SHIPPING SEQ = O FOR ALL ) 5TYP QTY 2 ' VALMONT DESCRIPTION PER PART NO. ASSY TERMINATOR C05322 ATTENUATOR 1 BC05324 B BC05323 CABLE GUIDE 4 BC05324 TERMINATOR 1 AC045111 3 /8 DIA CABLE 1 DUPLICATE DRAWING DISTRIBUTION TEC_ _ S_ AF_ E_ TY __ C �� BLE _ AS � EI� BLY _ = _ 130 _ FT _ _ _ _ - -- �3RENHAM _ CLASS CODE ( 1 > 1 CLASS N0 . ( 3 ) 450 � TULSA DWG SILE B _ 12 1 - 011 — 0 " DRAWN ENGR I DATE SCALE ---- MA1 _ 04/06/89 NONE ------ P . A . CHK_ SHOP CHK –�� MAL A,O� /O7 /9� BWBZV,9 UPDATED DRAWING OTHER SPECIFICATIONS 12/20/91 LVG MAL REDRAWN ON CAD MATERIAL THICKNESS WE I r-��T � REDV DATE �Yv BYK RE� TSION DESCRIPTION � 4 8 # Pacif9 Hwy, 11744 CUSTOMER DESCRIPTION DWG NO . BUP ss-o4as ORDER NO . YIBCA13OZI13 of 22 STANDARD STANDARD 130 ' SAFETYCABLE ASSEMBL If this police appears clearer 01;111 the docunnent, the document is of marginal qual:iy. 16 X 4 iMcra w��urt e��w- �. C D :: .. ! 1 1 1 1 w5 If 7 y .,, � fl ��i� ►1t4'lll �'iTil!!!�llilllil��l�ii 131202 142070 CAS REGIRED ) 16114 7 p )Rp��S' ``��t. 'i 6 .: 4 5 4 7 0 345616 AUG 2 8 1996 BASEPLATE —� NOTE : ALL BENDS IN GROUND WIRE MUST (� + BE SMOOTH WELL,- ROUNDED CURVES . GROUND _ BILLLINE OF MATERIAL � 0 , I ( SHIPPING SEG =O FOR AILL ) + � � VALMONT QTY + + D MINIMUM d DESCRIPTION PER p 11 - 011PART NO. ASSY + + + 345470 #6 WIRE BARE STRAND COPPER. 2 + 34. 471 GROUND ROD 'CLAMP 2 F 0 U N D A T ION —' + 345472 GROUND ROD 5/8' DIA X 8'LO 2 345616 GROUND LUG 2 0 161147 0 . 63 x 1 . 50 ' BOLT 2 p 142070 0 . 63 FLAT WASHER, 4 131- 202 0 . 63 SQUARE NUT 2 345471 345472 rDUPLICA7E DRAWING DISTRIBUTION -- TEC E . I . A . I— GROUNDN K - - - - - - - - - - - - - - I - G - -KIT - - - - - - _ _ _ _ -- - BRENHAM r,% -r 7 TULSA DWG 3 .LZE B CLASS CODE ( 1 ) 1 CLASS NC . ( 3 ) 450 DRAWN ENGR DATE SCALE -`- -- rMAL 08/ 16/95 NONE P . A . CHK SHOP CHK MAL OTHER SPECIFICATIONS , MATERIAL THICKNESS WEIGHI RDV DATE By BY ByDESCRIPTION Pacific Hwy, 11744 22 B U P 96-0409 .Y ORDER N0 . CUSTOMER DESCRIPTION DWG NO . 14 of 22 ' STANDARD STANDARD E . I . A GROUNDING KIT IBC1992ZI _ .. x k '6'I:dwxK:lMl'CSN.�Y1Yf'M'irl's\Y11R.II.MnMIW11��::wWYr,ttlIMIR9�1.l�rp¢P�.. If this police appears clearer than ow document, the document is of marginal (Im-il' . I� Ill � lllli � lll l { �.� �. 1 . R M 1A. ljjllJiIl11111l10161 ililllljillll d ill l 1 i l i i 1 + ; + � � i ! ! i i I i i i i i l l I �1�111111�i1111�1r11 1111�l�NI fli � �M � �1;��111 Ilil�illlliill�ll!!l�;� 1111!11111i�!!I!!!lI1�1l111l1l1�1l1lIIlil��1l11lIIIIIl11lllllllllllllllilIllilllllll�IIIIIIIIIIIIIIII�lIIIIill,llil�lllf�f �r I~41 16 X 13 I r � I1IIrIF1 (5ir,r,e.�.r..'w�+eryw+rrr•.wr.sr_. .. �. C 70' 0 39' 0" 22'-6" � 8'-6" QAQ��M LEAST_ LINE - STRUCTURAL NOTES: MONOPOLE PIER FOUNDATION y. Y .-1[ -•a--.x k ._x_.a.-„-..„_.x.__X_._K__a-_.,X__t_..x.-_y.._..x..._x.....x__7f__.%--M ri-_-„.,.-,t»-„_Y_..,,—x__�.-..KA Y._.x__..x.._y._.�..-..x X....xv.x..._X__X A` + 1' 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF- THE PROJECT AS INDICATED BY THE CONTRACT DOCUML-NTS. SHOULD ANY QUESTION ARISE COPYRIGHT 1991: r x „ +� I t REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE Miller Consulting Cngineers,Irc CONTRACTOR SHALL REQUE'T INTERPRETATION AND CLARIFICATION FROM rHE 5' -6'ty PIER -- �� ` +�' ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF' SUCH I I i I REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS TOTALLY REVIEWED AND 5' -.O..�e FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS ,r a COMPLETE COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL CONFORM TO THE STATE OF OREGON 1996 STRUCTURAL SPECIALTY CODE (20) #1(.) - I +.\ I 1 BASED ON THE 1994 UNIFORM BUILDING CGDE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE_ TO ALL SAFETY REGULATIONS DURING CONS i RUCTION. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE r FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO L L E R \ >i NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. #3 lit S ` >R I THE CONTRACTOR SHALL PROVIDE ALL METHODS AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS C 0 N S U L 1 I N G ' F AND PROPERTY DURING CONSTRUCTION. THE CONTkACTOR SHALL, AT HI OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE E N G I N E E R S 'Lcc• ^ ,� i WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FILLD. ANY MATERIAL NOT AS SPECIFIED OR �- A.B. TEMPLATE BY TOWER SUPPLIER (VALMONT IND.) � -�� 1 . -► - K �1t �N-M- K--Y-71---x- -.--.1,<�. ...,_.,,_�.� z L0IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED 3” CLR. AND REP LAet>�Ararvrter I =� LACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE 3” l I CLR- 957E SW Borbur Blvd. I _ OATA a w CONTRACT Ln Suite EXPENSE. Suite One Hundred / BORING B 1 ' I r • Portland, OR X7219 541? " �--- rt«.C1i1� J:r=5, 1YY8 I `.� \`' , a SPECIFICATIONS, CNGINEERING AND DESIGN WORK ARE Poona 03 246-1250 "1 I _j 3. THESE PLANS, 1 CHAMFER INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING (� ) ;iiN+N�tTM. (iREENBItRG �+ r �`, I • ENGINEERS DISCLAIMS ALLLIABILITY IF TH Fox (503) ,246-1395 / I ---------- - I + L ESE PLANS AND SPECIFICATIONS OR _ -3" CLR. - l ' + t,, THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON �j`3irt- any=w"HA►w..a«�wrwahwow, w�"11.'"MI10war•w�r► � ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION o x �---�~-T-'-'T l `�� i ' Q _ a 1 �_� r j SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE ARE NOT PART OF Q I _ , _ pIC �,, ,„r-•rr.y:�.w e�r. «�„"e:,,,,,w,, =oa.MOW(ft �S� `tom I THE STRUCTURAL ENGINEERS RESPONSIBILITY UNLESS THE CONTRACT +- U, ° ' i DOCUMENTS SPECIFY OTHERWISE. Y .L....L.._ L_..Lx O til be.Mn cwyy S:Lf.WNt1 T,11101 o:N,wc.mwdMr».uri.nraYi ItiMl ` II I I i I OI 10 I __ _ +`+ 4. CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE SITE AND TAKE T_T _--T-•---r-- f %k Witt"V«and buw. wvey i1LT.wt1 "ndand 0vWW6•+nyNrtt,»t.+« • ANY NECESSARY MEASURES FOR CONSTRUCTION. REVIEW THE SOILS REPORT y -----}---- ---}---f"- + ., I BY DAMES & MOORE, INC. DATED JUNE: 18, 1996 (PROJ. No. 32140-001-016) ,0, ! i� •. ►��•med6m0�+ `+. I FOR SITE SOILS CONDITIONS AND RECOMMENDATIONS. THIS MONOPOLE PIER 1 + FOUNDATION DESIGN REPRESENTED ON THIS DRAWING IS THE ALTERNATE �_-" r �' RECOMMENDATION OF THE A30VE SOILS REPORT. �"'--}---'�"--�'� 'IF 5. LATERAL DESIGN LOADS FOR THE PIER FOUNDATION ARE PER THE ' 1 70 'r ;5 f'"`°^"'""' _� MONOPOLE SUPPLIER, VALMONT INDUSTRIES, INC. THE DESIGN WIND SPEED �-�- 24X II I I I I II 3 S � TE PLAN USE FOR THE ANSI/EIA-222-E NATIONAL STANDARD WAS 85 MPH WITH 1/2 INCH OF T ( RADIAL ICE. E 6. CONCRETE SHALL 3E 4000 POUNDS PER SQUARE INCH (PSI) MINIMUM �- �__-•'�.._...L..�.� A + 28 DAYS. MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN LJ II I I I if I _ _ 1: I ACCORDANCE WITH THE AMERICAN ONCRETE INSTITUTE, ACI 31ti-95. II I I I If + j ❑ tYIAX"IMUM SLUMP: --4" ALL EXTERIOR CONCRETE SLABS SHALL HAVE 59; AIR I ENTRAINMENT. [•,j_ II I f I II 2'_-0" I 1= BN�hod --A.B. TEMPLATE BY TOWER SUPPLIER (VALMONT IND.) / ALL REINFORCING STEEL rRESTL) TO BE DEFORMED BARS PER ASTM A615 '+ II I I i i II I 784 t7 __.___4- GRADE 60. SET MAIN RESTL 3 FROM EARTH AND 2" FROM FORMED - I SURFACES. BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE LIJ NATE brr^p On yNtNl N.AMEN°t Y7 S INE on B/"t 506wad.+11M II I I I I II wtw%oum.r•tmwrgatway /V\ A'_LOWANCE FOR HOOKS OR BENDS. SET ALL ANCHOR 3OLTS BEFORE POURING CONCRETE. 4 CLEVISES 8. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH UBC SECTION / O 306 AND CITY OF PORTLAND BUILDING CODE ON THE FOLLOWING ITEMS: j t -}� �___/ r1�.C.^r..tb..,�o.;,,,nM,. FOR LIFTING °"w"~N a we P.' ftw' rAN-0 BORING LCG wwM.. REINFORCING STEEL PLACEMENT � Oj / 5'__0" � �7 ""'°"'""""""'"""'"""°""". - CONCRETE n w #3 III twro»aw..t"Mtw THE. CONTRACTOR SHALL PROVIDE SI'FFICIENT NOTICE TO ALLOW SCHEDULING DAMES Mooh6 OF SPECIAL INSPECTION. IT IS THE O'NNER� PESPONSIBILITY TO PROVIDE � III I I f 61 4321-60001.014 _ — —� F+ 3 I I SPECIAL INSPECTION BY A QUALIFIED THIRD PARTY SUCH AS A TESTING I w O AGENCY REVIEWED BY THE ENGINEER. _ r2 i „_- __�� 9. SHOP DRAWINGS SHALL BE SUBPITTED FOR RESTL. DRAWINGS SHALL BE w V) N"O--'� �-}---+---}-�"-I--+- NOTE: VERIFY THAT ANCHOR BOLT ALIGNMENT I I AND TO SMETHOD OF CONNECTION CALE AND ACCURATELY I TOCTHE WORK.ATE ALL ERNDICATE ERECTION TINENT ASPECTS FA pE ITEM(S) F p II I f I I I I II WILL ACCOMODATE POLE AC:ESS HATCH I ~ II I I I I I I TEMPORARY BRACING INFORMATION FOR CONTRACTORS USE. CONTRACTOR Q +_- I I I if ( Iv ORIENTATION FOR DESIRED CABLE FEED SHALL. REVIEW AND MODIFY AS REQUIRED FOR CONFORMANCE WITH DATE AND TrT T~T- -r-7 11t p TO CABINETS AND ANTENNA PLATFORM I , SIGNATURE ON ALL SETS OF DRAWINGS PRIOR TO SUBMITTAL I-0 THE ORIENTATION. ENGINEER. PROVIDE FOR EACH SHEET ONE PRINT FOR RECORD AND ONE N _-- _= --- --_--- — I I REPRODUCIBLE SEPIA FOR REVIEW AND RETURN FOR CONTRACTORS O O DISTRIBUTION. SCHEDULE SUBMITTAL TO ALLOW SUFFICIENT TIME FOR REVIEW U O C) II I I I I I I. If C"i a I ' AND POSSIBLE RE-SUBMITTAL. O1.J.1 III I I I I l if �, O Y- i i �' w z j;-�•'-.�--}----;._--}---�---f--I# w TRUE � n ,.._.. a '=- 0' ANCHOR E30LT ALIGNi,IFN•T L III I I I I III NORTH z Cr _., TfT-T•MT—'- T TTIjr (8) 2 1/4"0 x 11'-11" ANCHOR RODS 12' 0 0 0 TOP ANCHOR BOLT TEMPLATE IY_ � O CJ II �, BY VALMONT INDUSTRIES, INC. I ��- ASTM A615 GD 75 OR ASTM 354 GD BD O Y 0- IL_L_1�1___i___1_�L_.1._If 54.43 O.D W/ 12 OF 4 1/2 THREAD PER INCH THREAD II I f I I I fl 1 AND 18" GALV. AT TOP AND 6" THREAD ON BOTTOM. III I 1 (8) 2.31" 0 I-10;_ES }}..•}--•}---}---t--.-}___}.--{�-+ / `, F.B. 1/4 x 6 x CONT- CIRCLE if I I I I I I if / - 48.43"0 BOLT CIRCLE. I I ON 50.93" I.D. CIRCLE 0 -_ III I I I I III _ / ► _j < II I I I I f I II / F.B. 1/4"„ x 6" x CONT. CIRCLE 1" T & Ei _ fe EA. LEG NOTE: BRACING SHOWN IS NON-STRUCTURAL �' Li / ON 50.93 I.D. CIRCLE TYP. 7 , 2 MIN. TYP, AND IS FOR PURPOSE OF ALIGNMENT. 1L1._L�.l__..i1.___l._1.11 /- _ SUBMIT PROPOSED ALTERNATIVE METHOD —J �TO ENGINEER FOR APPROVAL. p Z f� _ III I I I I f fl \ ! Q � E"- 1 III I I I I I I! J Q t i LIFTING BOLT•, (�) TrT'T_T__ -_T__7_TlT CL h II I I I I I I I l f USE #6 CLEVIS W/ 2 1/4"� j l I (2) SETS OF L3 x 3 x 1/4 x 6'-D" Q O Z sz a 1 THREADS X BRACE .4T F0' LL1 U II I I I I I I II e ( 1/2 THREADS PER INCH) i - �- Z IIF.B. 1 4 x 6 x CONT. CIRCLE (n Co Q Li- If I I I I I O II \ / \ / ON 50.93" I.D. CIRCLE III I 1 I I III \�� 5'-6"m FOUNDATION JOB No. III I __ a � I �� I I �� - s Pop�a"°r��ry A' T �C ,55 T<--T---I- T---- ---T---r--T-IY --}- 1.9:�"vI TOP & BOTTOM TEMPLATE I.U. ,� ___ _ A .nYi6 tvoOve.; (� (VERIFY W/ POLE DRAWINGS.) I I ��trN�. "••• I DRAWN BY CHECKED 3" CLR. I a� .IL.l_l�L__ .._1__..L_11I --._ I �' _-i a M ., .. •I._ _ -- - -— ..a, . ______ RAA ', '•..,•a. (2) SE TS OF L3 x 3 x 1/4 x 5,-0„ 48.43" 0 } � //,i .... .. ..,... DATE 6/28/96 X BRACE AT 90' -- - _ `__A,B. 'TEMPLATE BY TOWL.-' SUPPLIER (VALMONT IND.) 4 .•b L REVISIONS PIER FOUNDATION - BOLT T _ 4 ANCHOR BOLT CLUSTER ASSEMBLY.ANC, HOR T E M P L A I � � Pacltic Hw t t? s__ 1 `_` _------------ —1 j>, -1'._0„ — /4 _1._(1 Y. 44 BUP 96-0404 15 o122 If this notice '►ppe+u•s cle:u•er (11,111 (lie document, (he docipimclit is of niat-ginal tilili �lilil E{iI#SII±� I I l l l i �'� INQI! M�cwal , I i 11,11.4111.11 �!ll� V_ .�_,v{ lili ) illllll�ll, ll ilii �� ± � 1iJ�Ji,i. �1.; . .r. IT li�u!�IIIIIIIHI IINItN liflff 1 tIC�II11 iIIIIIINIl1III!!!Illllil!!!!IIIIIIII111111(IIIII II IINIi�IIHl�llll►!IIIIIIIiilllllunilllllllll►nIIInIINnlllln T_ - • �-� 7stern corp C D x / K 7535 NE AMBASSADOR PL., SUITE B PORTLAND, OREGON 9 , 220 •� gy1 - _ .\ , /lu . �� .- �__%_ / / z � �'/ ' j PHONE / (503) 284-2255 FAX (503) 284-0402 - -�'� % f —._ -- - c� rrr�I 1 (; �nf)f: A5 INDIC,�T D I j AVID EVANS AND ASSOCIATES, INC. � ` 1 WIDE GRAVEL /r 1 GDi�R9, JIJ�YO�f, PI1lRliR3, iANI�C�Pr i ,T9 AC 'L:S S ROAD_ PER \ / / Tv ; � i ff Erre A� POMAW. 09 r 0t (6ffiX -•eflQ,1 • x FIRr_\DEBT. REQUIREM J 1 Val � r rte' '�� '___-"_ ,� _ -. ._�. • \� ---J � -" � i�A 1 E 5/9/rJ6 � i - l RE VISI CIVS - --- ( NO. DATE ISSUE C ` -_ `' _ ��` '' " " "� � 6/26/96 PERMIT ISSUE now t. X - (E) IR -E_ #1 10 f3 _ _ --- - - -- - --- - / ! t _ _ �ESER I.0 IF POS '113l k COMMENTS ' 9 6/96 CITY , , • / \ \ e-�'m"—- t A !/ll b , /� ' ' (� ) 3 ;'TQ CPp Quad.• r.y OF rt ,ARD Q (E) RL I" 2 T l3 PRE SE `D �, ,31 111,1 iZVF•D I For ditionally A ................. 5 1 I �, r anlY thF14,0pr�''4d.. -__ F►RM17.P� ' describ l o _ _ •I CAS I- ARE ' j X LAN SCA LNG ARE dob AdL , -- ------ --- ( � SEE I_ 1 - _ ,, Ry C 1 _ 8 _---------- \ � � SITE NAME: 15WIDE_ GI�A�EL t \ N 0/ f � \ ;. -- - � • '__7� � I l � 9� ACCESS ROAD PER X,_ / r / �- \ F___ ,�' `• fi>1z(�, ( ;, D 1.10 FIRE DEPT. REQUIREMENTS rn C F'I[ r)1 AI� Cb M M GREEN E TREE i TO BE 1r - ;�Jtr ,+�i �- 1 ) clet T 1 'Z ' ANui f:C?U PT. PRESERVED IF POSSIBLE PR I US D 5 t` F NC 'O51)RF - - (E) 1 REE #3 TO BE E TREE ?_ 1'J RE PRESERVED PRESERVED RE ININ WA L �- O # EASE AREA c , I -.- 1 _ . , I — PROPOSED 1 .30' LANDSCAPING AREA, SEE ; � '� --'- - , .'-� F - � CELLULAR COMM. I ' ,-� � `•, �V f� % I PROPOSED 5' MAX - _;_-\ L 9 TOWER AND EQUIPT. 1 �; �` ` �. ` . - RF Vr' /�1'_L (FSI^I� NUMBER: RETAINING WAt.I � �� I g ENCLOSURE !�. .,• , TR L�`�' NIT.HIN I FASF; REMOVE ALL (E) TREES � �� _ y X A EA , , �`fP 1 4LESS \ 2 LI WITHIN LEASE AREA - 1 . r'' ,r f N Tf;b U 1'I I ViJIS — LANLSCAPING AREA, SEE r.�j J N(�{�(.AI IN /�kkA, I POIiiiiiiiiiii 137%o: Iw 0 'VOTES: I f X X IL 1) NO NEW LIGHTING IS PROPOSED ,1 �5 r•, - / ✓t DO NOT SCALE DRAWINGS -- r 2) EOR PROPERTY LINE LE.NC THS NO - BEARINGS, SEE EXISTING SITE SURVEY X OR GUN - SITE PLAN SCALE: i" = 3o' ENl_AF?GED `� I I E I� �_,"�N ( � I`AI�ING I r,I�l SCALE: 1" = 10' 01 0 � PI 'MIR, J r, AIR CONDITIONING RND GROUND ARCHITECT I PACE_ T RM kOOMRF:O I 511 AMIE• S UM13E.R• NUMBER: RPI AuJ. ADJUS.ABLE GWR GYP.,UM WAIL. BOARD _ ,IFF A80VE FINISH FLOOR GYP, bD. GYPSUM BOARD R0, ROUGH O+'(NING ARCHITECTS FOR DAVID EVANS AND ASSOCIATES I — - -�---- - -s ! _ -_— EDE�C I ION 5IIk P;,'1.11 APPROX. APPROXIMATELY (;IAF_(NE�UI�C PO--1,5/.i.S/.S ) ASTM AMERICAN SOCIETY FOR 2828 S.W. CORBEIT AVE. _ I" 1 TITLE SHEET, OVERALL SITE PLAN, IF 5TINr' AND MATERIALS HARD'WD HARDWOOD 5 SOuTH AWG AMERICAN WIRE GAUGE Ii02LZ. HORIZONTAL silt SHrET PORTLANLD, OREGON 97201 I - u GENERAL INFORMATION HR HOUR SIM. SIMILAR j TO BEAVERTON ' SITE ADD zE:SS• OWNER: 1 TG. �GRAPI 11C SURVEY MR � N �3 U R G Hi DG HULLOING HT. HEIGHT SPEC. SOUARE AT,N TEL_: 503 273-6663 j ( + c n, /� E. HVAC H�i1rING, VEN.ING AND ( ) 11144 SW I ACIDIC IIWY H NS AND M/o . N CRuNRAUM BMR BIDCK SS SiMNLESS STTEI. r + DMR BASE MOHrIE. RADIO AIR CONDITIONING • FAX: X03 2.33 -2101 /4 )' , , 4 PA( - (,' I IWY L - 1 PLANTING PLAN H/S BUILDING STANDARD ,TL. ,IEEI. ( ) l TIGA.RD, 0. I (ON 9122.1 1174 t SW I A slHucl slHucnPRAI rICARD, OW GC'N )1223 T , D INSIDE DIA. SUSP. SUSPENDED CONTACT: DANIEL- G. MALONEY a '�` / ENLARGED SITE I L N, SITE SECTION, C CI IUNG IN, INCH INTO INFORMATION S.V. im F.r VINY, z ♦�`G APPLICANT: SI I E NL Ml3LR CLR. CI EAR INSUL. INSULATION � ITAFF"!F"1 ,- ST Fes' 1.1 ! LEVA�11Gts� UNC. CONCRETE THRU FIt2000H P > WESTERN PCS CORPORAHON INT. INTERIOR � YL c_ - A-?_ CONSTRUCTION DE* AILS CONST. CONSTRUCTION TNND TINNED - CONT. CONTINUOUS I T.0 C, IGT' OF CU CRL1E 1535 NE AMBASSADOR P[ACF, SUITE D LB(S) POUND(S) IO.M. TOP OF MASONRY DAVID EVANS A^1D 4SSOCIAIES `% PORTLANO, OREGON 9127.0 F--1 ELECTRICAL SITE PLAN, DETAII S, DBL. DOUBLE ""' TYP-u CONTACT COLE GRAVES 11-1 : 1)0.3 -284-8714 LEGEND, AND SCHEDULES PD"1373-8 DIA, I DIAMLTER MAX MAXIMUM 781E3 S.W. coReE:rr AVE. CONTACT �WPCS): KOI_L): JOhN 511_EN7.1 TFI : ')03--284 •8/14 DIAG. DIAGONAL a8f, UNiICRM i3ul�DING DIM. DIMENSION MFCH MECHANICAL CODE PORTIAND, OREGON 91201 ON DOWN MET, MrL METAL F--2 ELECTRICAL GROUNDING PIAN, MFR. MANUFACTURER UNO U•IIISS NOTID P130JECT_ DESCRIPTION; DETAILS, LEGEND, AND SCHEDULES _ -- DTZ, (7F TI DETAIL MCR MANAGER USI+rRWISF TFL: 503 7.13--6663 DWG,. DRAWING MIN MINIMUM ( ) .--.----- SITE ADDRESS MISC M15r,FLl.ANEOUS VERT, v,�nCAL FAX: (`,103) 2.33--2101 Qp AN UNMANNED RADIO TEl_FCUMMUNICATION5 FACII !lY CONSISTING __ FF FA`I` VIIF v)RIIFYT�N I.FED ��y� SI��_ OF 3 SECTORED ANTENNAE ARRAY AT TOP OF A 130' MONOPOLF SHEET INDEX LA VT GONIA(;I: IRON COOK G AND A 2160 SQ. FT. PROJECT AREA CONTAINING TRANSMI rl'ER FL, ILEI EI-FVATON N NU'3TH '�C 7 �� SW PACIFIC HWY, FIFCT ELECTRICAL NA NOT APPLICAHIF a A,ST c�� EQUIPMENT. FO. EQUAL NIS NOT IN CONTRACT TIGARD, OREGON 97223 F'QUTP. EOU!PMENr NTS NOT i0 SCALE W N �NOON' SOILS E N G I N E�:R 9 E.W. EACH WAY > �� y /ONING_ AIR[A OF _PARCEL PARCH NUMBER S\ EXi5i. EXISTING W/0 WITHOUT J rXT EXTERIOR OC, 0/c ON %ENTER W.P. WATERPROOF DAMES AND MOORF f� Q� 36 ACi ; RUJ8�1 ( .`� DOCUMENT _REVIEW OD OUTSIDE DU+MLTER f WISH OPG. OPENING 11 ANGLE 1 150 HARBOR WAY, SUITE 400 ''� 1 UOR FI UORESCENT OPP OPPOSITE t ✓` �- e� AND ti C U 1 L I .� FLR FLOOR PORTLAND, OREGON 97201 y FT. 1001 11 CENTER I NT PLYWD. PIYWOOD r C` �� E I CCTRI(;AI_ UTILITY: PGE OWNER - -oar€- - SHEET TITLE - k GAUGE PR PAIR R ROI ERTY l,Nl: TEL; (lO3) ?28 7688 O,y - S, PROD PROJECT 'y 4- ]FI.: (503) 590 1233 CONSTRUCTION cALv GA.V�JudE(D) o AT FAX: (50.3) 733 6083 GC GENERAL CONTRACTOR PROP PROPLRTY PT PRESSURE TREATED / NUMBER Cfq f�FP TO LAKE OSWEGO 1 F LEPHONK U1ILITY: GIF: OPERATIONS ____ - - __-- --- --- o,Tf 1 I T L E S F E E l _ CONTACT: JAMES W. JOHNSON P.E. TE:I : (503) 620-5943 REAL ESTATE OVERALL SITE P l._A N REVISION 100_ RUuV NUMBER FOUNDATION ENGINEER VICINITY MAF' IIRF: DFPAI�rMFNT: I[JAI ITIN VAI I E.Y AND RESCOF RF ENGINEER _ _ _ _ � L I n r� I _ KEY NOTE: TEL: (S03) 649-8571 ZONING O G r N F I A l - I I`T I` 0 21 KEYED NOTE - ---- - - .. - — --- ,. --- _ THE FOUNDATION ENGINEERING GENE AI__INFORMATION• LANDLORD WILL BE SUPPLIED BY THE TOWER MANUFACTURER N - - ------- --• �€- _ (-A - DETAII. REFERENCE SFCIION RF.I 1qI.VCE 1 . PARXING 2) RE(�UIRFI ;;:NTS ARE UNCHANGED - T \ SfiFFT NUM E3ER 1 ---- - 7 TRAFI IC IS UNAFF F C EED _ -`STT!-- I . . I _ / S NO 51GNAGE IS PROPOSED _ o�T�-- �A'� I_!IVn w I�tIE.RENCE -- T. MINO!� SITF GRADING W11 NOT BE IN I YCI �'; 01' -,0 CU,YD" ABBREVIA-11ONS & `;YME3ML� ! �;��1`11SUI - IANT TFFAM VICINITY Mr��' (AAE SG55CE:GRIIIII(I'M "UIDE - N.T. 10.1 I )ROJI cv r� i ' IMMARY APPROVALS T-1 - 1 s•o 1�� I PacF►;c Hwy. 11714PLOT 96-0409 —- - -- -- Pl_OT SCALE 1" - 1J 16 r,4 22 t I If this noPice appears clearer IIFan the document, file document is of marginal � ��II!►� �l�I�I :��ltt��#�- :} ��.� ��t�'I�I►;�1!!!F!I�;�l,�i1�1� 11��1lIl�,II�I�.� �!ilil��il�I� I �i�l�!!'�!!I� �!!I►I��!I!I! !I�I�I�I!I!I! : 2_1_1 � . ��I��Ii�► IIlI!IIIIIIIlIIII 'illlli l l Ifi�il1 N I fl!11lfi (lillilll 'IIII1111f11111111►IIIIIIIIIIIIIIIIII�IIIIIi1'C`illlillllilllifllll11111111111IIII111111!IIIII111111111lIIII IIfIIIIII IIII!IIII H!!�(!I l �!t 11 It1( "q �lll�I TOPOGRAPHIC SURVEY TO BEAVERTON -- - ------ _ - _ western ul- -i"NX LOTS 2000 AND 2100 m yap C.S Corp I r. S.W. 1 /4, SECTION 36, T. 1 S., R. 1 W•, W.M. = ��"y 7535 NE AMBASSADOR PL., SUITE B PFAFFLE ST P PORTLAND, OREGON 972.20 CITY OF TIGARD, WASHINGTON COUNTY, OREGON -- - - Q r HONG (503) 284-2255 MAP z FAX (503) 284-0402 g g • - P� \�� SITE �\G\ �o PCIlk \� ��~✓~ \ �PV� �7 l ^RcQI87EF�lED G\�( PROFESSIJNAL �ti� N.r.s. I LAND SURVEYOR P TRUE �,l C � // �p OREGON t " ALY 0'19'37 M,4Ct4ETh `��'F` yt, y�,� EDGAR R R. COOK_.:.- M ��.r2 RENEWAL 12/31/97 TO LAKE OSWIEGO POB) VICINITY MAP ,'� NORTHEAST CORNER PALMER TRACT) / ,�,•� � �----�/ � � ' / GATE _J BASED ON DEED ,.•''`" I POB %- 0 15 30 60 REVISIONS PARCEL I' QIP / r -/ /" i ' --- - - ----- L NO. DATE ISSUE i I 3.05 -' 1 Q�P� t ' 35 �G 5/06/96 PRELIMINARY ZE 5/17/96 ADDED LEASE AREA IIN - I- - / _ a __ °" ` _EGA1, DESCRIP��!0N _ PARENT PARCEL. LEGA. DESCRIPTION LEA&,. ARES — -- --- ' � '� � - -,..�'- � � t l PARCEL I: - --- -------- G ,��'I�� ,. ,� i �?7'� t A TRACT OF LAND IN THE SOUTHWEST QUARTER OF SECTION 36, :G N 0' 41 29�� W �� 2 ..--'� 3/8" IRON RDd i TOWNSHIP 1 SOUTH, RANCE 1 WEST, WILLAMETTE MERIDIAN, -----THE NORTH 60 ,^EET GE THE FOLLOWING DESCRIBED TRACT OF LAND 'WASHINGTON COUNTY, OREGON. SAID TRACT BEING A PORTION OF ti 7iL 1,86 \ _ ! r7 N drl /,1��//7 IN SECTION 36, 1 OWNSH'? 1 SOUTH, RANGE 1 WEST OF THE THAT PARCEL CONVF'"S TO RALPH L PALMER AND ELMA F PALMERAll I , ,l WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, 10-WIT: BY DEED RECCRDED IN BOOK 251, PAGE 759, WASHINGTON COUNTY ' 7 BEGINNING AT THE NORTHEAST CORNER OF THAT CERTAIN IRAC T OF DEED RECORDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 5 8" IRON ROD WITH -� / Z 210 . N / '=: LAND IN THE GEORGE RICHARDSON DONATION LAND CLAIN! NO. 55, BEGINNING AT A 5/8 INCH IRON ROD ON THE EAST LINE OF AND 1/1 ALUMINUM ,.- ' �� ` t° �' / t f'1 ' SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE SOUTH 00' 08' 00" LAST 234.20 FEET FROF.' THE NORTHEAST -� /2" / �,% \ / ' MERIDIAN, WASHINGTON COUNTY, OREGON, CONVEYED TO RALPH L. CORNER F SAID 0 S D PARCEL; THENCE SOUTH 89 41 07 WEST 72.,.7 OSHD CAP ; � r�. � �., ' �� ' � •-' PALMER AND ELMA E. PALivIER BY DEE-D RECORDED ON PAGE 759 OF FEET TO AN IRON ROD ON THE EASTERLY RIGHT--OF-WAY CF OREGON � .,. T " .' �, J-•-,� ,,ao �j ~�� (, '7,1 l '• BOOK 251, WASHINGTON COUNTY DEED RECORDS; AND RUNNING HENCE HIGHWAY 217; THENCE SOUTH 50' 40 413 EAST ALONG SAID . n ALONG THE EAST LINE OF THE PALMER TRACT SO,JTH 0' 08' EAST RIGHT-OF-WAY 94.03 FEET TO :, 5/8 INCH IRON ROD ON THE EAST 39.4 FEET TO AN IRON ROD SET SOUTH 52' 23' WEST 25.0 FEET LINE OF SAID PARCEL THENCE NORTH " . n R H 00 08 00 WEST 60.00 FROM THE NORTHWEST CORNER OF LOT 1 O�_ TWIN OAKS LANE, A PLAT FEET TO THE POINT OF BEGINNING. CONTAINING 0.05 ACRES MORE OF RECORD; THENCE CONTINUING ALONG THE EAST LINE OF THE OR LESS. �� ! PALMER TRACT SOUTH ' 0 Q �� , � ! I � t ' 0 B EAST �. 4.8 FLET TO AN IRON ROD ! , -A / IN WHICH IS THE POINT OF BEGINNING OF THE TRACT HEREiNAFTER ��' / 'i HENCE FROM SAID TRUE POINT OF BEGINNING RUNNINGDESCRIBED• 1 ` �, 1 ; 1 \ �•, t / t SOUTH 89' 43 WEST 192.8 FEET TO AN IRON ROD; THENCE SO JTH 0' 013 -AST 154.0 FEET TO AN IRON ROD ON THE SOUTH LINE DF THE PALMER TRACT NORTH 89' 43' EAST 100 FEET FROM ,-HE SOUTHWEST CORNER THEREOF; THENCE FOLLOWING SAID SOUTH LINE 1 1 (S 89 43 W 72.8 NORTH 89' 43' EAS'. 192.8 FEET TO THE SOUTHEAST CORNER GF 5/ " IRO R00 THE PALMER TRACT; THENCE NORTH 0' 08' WEST 154.0 FEET TO THE TRUE POINT OF BEGINNING; EXCEPTING THEREFROM THAT LEASE AREA I l t T - t 1 1 ` I / -•�_ 0 , � POB PORTION ,HEREOF CONVEYED TO THE STATE OF OREGON, BY AND o ! PARCEL I THROUGH ITS STATE HIGF WAY COMMISSION, BY DEED RECORDED I I 9 A► �� l it I 5/8" IRON ROD JANUARY 3, 1965, IN BOOK 503, PAGE 463, WASHINGTON COUNTY I �O / I0 , 0.3 BELOW SURFACE RECORDS. I ALSO BEGINNING AT THE NORTHEAST CORNER OF THAT CERTAIN TRACT NOTE S' u) OF LAND IN THE GEORGE RICHARDSON D.L.C. #55 IN SECTION 36, DAVID EVANSI AND ASSOCIATES, INC. I / 1 F LATITUDE 45' 26 06.206" J 11S, R1 W, W.M., WA.�riINGTON COUNTY, OREGON, CONVEYED TO RALPH CONTOUR INTERVALS ARE 1 FOOT. ENGINEERS, URYEYORS, PLANNERS, LANDSCAPE ARCHITECTS LONGITUDE 122' 45' 33.305" �'� '��' 1 I�r' a L. PALMER AND ELMA E. PALMER BY DEED RCCORDED ON PACE 759 OF 2828 S.11 CORBETf AVENUE; PORTLAND, OR 97201 (503)223-6863 BOOK 251, WASHINGTON COUNTY, OREGON DEED RECORDS, AND 2. ALL ELEVATIONS AND CONTOURS ARE: BASED UPON RUNNING THENCE ALONG THE EAST LINT OF THE PALMER TRACT, G.S. VERTICAL DATUM N.G.V.D 29 1947 ADJUSTMENT. L E G E N I i i 5/8" IRON ROD SOUTH 0' 08 EAST 39.4 FEET TO AN IRON ROD SET SOUTH 52' ' I I 23' WEST 25.0 FEET FROM THE NORTHWEST CORNER OF LOT 1, OF 3. LATITUDE AND LONGITUDE ARE BASED ON NAD83, 1991 TWIN OAKS LANE, A SUBDIVISION OF RECORD; THENCE CONTINUING ADJUSTMENT. tr FIRE 10DRANT \ ' = SOUTH 0' 08' EAST 194.8 FEET -i0 AN IRON ROD; RUNNING o THENCE SOUTH 89' 43' WEST 7' 4, THE PROPERTY BOUNDARY SHOWN ON THIS MAP IS Sll:r. NAME j t.8 FEET TO AN ,ROH ROD; • FOUND MONUMENT AS NOTED RUNNING THENCE PARALLEL TO THE EAST LINE OF THE PALM_R TRACT BASED ON A LESSEE PROPERTY REPCRT PROVIPED F� m GAS VALVE I 1P.a� ROAD NORTH 0' 08' WEST 1412.4 FEET TO AN IRON ROD; THENCE BY WESTERN AMERICA14 PROPCRTY RESEARCH COMPANY. • ---_•I - EASEMENT U CONTINUING NORTH 0' Ott WEST 36.2 FEET TO A POINT ON THE THE LESSEE PROPERTY REPOR I DOES NOT INCLUDE GUY WIRE ANCHOR (PRIVATE) ul NORTHERLY LINE OF THE PALMER TRACT; THENCE NORTH 52' 23' SUPPLEMENTAL REPORTS OR ANY OTHER INFORMATION. aG c N B R� EAST 91.7 FEET TO THE PLACE OF BEGINNING. SUBJECT TO THE DEA IS NOT RESPONSIBLE FOR ANY BOUNDARY U RIGHTS OF THE PUBLIC OF ALL PORTIONS LYING WITHIN PUBLIC DISCREPANCIES THAT MAY ARISE FROM ADDITIONAL MAIL��;);. 14- RECORDS. INFORMATION INCLUDED IN A TITLE REPORT. 0 to SITE NUMBER U`r' Q POWER POL-l. 5. OWNER: HANS H. AND MARILYN K. GRUNBAUM �' a PARCEL II: i_?7 POWER VAULT A TRACT OF [ ,AND IN THE SOUTHWEST QUARTER OF SECTION 36, 6. PARCEL_ NUMBER: R0284105 AND R0284098 � 3 TONNSHIP 1 `_�C'JTH, RANGE 1 WEST, WILLAMETTE MI RIDIAN, IN 137v1"B y .i SANITARY SEWER MANHOLE WASHINGTON COUNTY, OREGON, AND BEING A PORTION OF THAT TRACT It 0 I OF LAND CONVF`iED TO RALPH L. PALMER, ET UX, BY DEED RECORDED • WATER METER I IN BOOK 2.51, PAGE 759, DEED RECORDS: • SITE ADDRESS I - -- - CURB LINE BEGINNING AT THE NORTHEAST CORNER OF SAID PALMER TRACT AND RUNNING THENCE ALONG THE NORTHERLY LINE OF SAID PALMER TRACT 11744 SW PACIFIC HWY r - -- - DITCH LINE SOUTH 52' 23' WEST 91.7 FEET TO A POINT, WHICH IS ALSO THE c - EASEMENT LINE NORTHWEST CORNER OF THAT TRACT Or LAND CONVEYED TO JOHN TIGARD, OREGON 97?23 x METCALF, ET UX, BY DEED RECORDED IN DEED BOOK 367, PAGE 610, m WHICH IS ALSO THE TRUE POINT OF BEGINNING OF THE TRACT cv EDGE OF GRAVEL LINE u) HEREIN DESCRIBED; THENCE SOUTH 0' 08' EAST ON THE WEST r:: LINE OF SAID METCALF TRACT 178.6 FEET TO THE SOUTHWEST APPROVED BY: DATE: ,n �, ---. - EDGE OF PAVEMENT LINE 1 CORNER THEREOF ON THE NORTH LINE: OF THAT TRACT CONVE=YED TO - -------- �`—� 0o SHEET TITLE O LEASE BO;JNDARY LINE „ ROBERT H. CANDLISH, ET UX, BY DEED RECORDED AT PAGE 141 OF IJINNER __ 5/8" IRON ROD WITH DFED BOOK 384; THENL,F_ ALONG THE L-ASTERLY LINE OF THAT TRACT '0 - 0HP --- OVERHEAD FOWER LINE 1OSHD" ALUMINUM COCONVEYED ONTBY DE ST TE OF O EINON, B 516 THROUGH ITS HIGHWAY CONSTRUCTION TOPOGRAPHIC SURVF_Y rn THE TH r�- OVERHEAD TET-EPHONE LINE: 32' 38' 32" VA-ST 127.61 FEF I TO 5/8 INCH IRON ROD ON THE OPERATIONS -- --- --__—� _ EAST LINE- OF THAT TRACT CONVEYED 10 FRANK STALICK AS RECORDED AT PACE 423 OF DFFD BOOK 352; THENCE NORTH 0' 41' REAL E:;TATE PROPERTY LINE ---------.___._..-- ---------__._ . _._-- --_-_-- _-- 29" WEST ON LAST SAID FAST LINE 1.86 FEF T TO THE RIGHT OF -WAYLINELINE OF' U.S. HIGHWAY 99W AT A POINT ON A CURVE WHOSE ZONING ___ POB POINT OF BEGINNING RADIUS IS 1472.4 FEET; THENCE ON SAID CURVE LEFT AN ARC - -_ SHEET NUMBER a� DISTANCE OF 78.78 FEET THROUGH A CENTRAL_ ANGLE OF 3' 03' RF ENGINEERING ( ) RECORD DATA PER DEED 55lo TO A POINT ON THE WEST LINE OF SAID METCALF TRACT, NORTH - � _ - - - -- - c� ] RECORD DATA PER COUNTY SURVEY 17161 U' OB; WEST 3.35 FELT FROM A 3/8 INCH ROD; THENCE NORTH Ln LWEST 32.97 FLET, MORE OR LESS, TO THF.` TRUE POINT OF S-1 - a BEGINNING cn (uL raciffc'iwy. 11744 SCALE: 1" 30' BUP 96-0411'1 17 of 22 if This rrulice appears cle'lrcr (11;111 (he tlocurnent, the document is of marginal quar;;y. 24X,�� III��I� � f�#I�i .I 1�l�1 I I�1jI�ill�l�l�) f�1�I�i�I�I�I I I)I;I�IlI�IJI I• I�t;l�lll�{jl I IIIIIItJillll �II�IiIl�lllll Il��l►{�Il�p�:� ' �t�-l�� '��{,�j{Lll�� t'llil�►1 _ ' ifmi I�nlnnilliillniinlillinblllllllli�llillilll 111111niII�IniIIInInII�I�IIIIInii�IIIIInIInlinlilllnlinl ilElliin ��lilnnl�ur<Irr""� tir�ni �t�l!�� . lir�rh western pcs corp 7535 NE AMBASSADOR PL , SUITE B l ; PORTLAND, nREGON 97220 PHONF ("-d 03) 284-2255 FAX (�03) 284-0402 0) xl� Z X / AVID EVANS AND ASSOCIATES, INC. cc-D u _ ...� 3 BUitY!<YQi� PliRlilf�, 1�lm8CAR VE(7>Qf�I`!8 KI NIKI NIC � _ _ -- -�E--- X I it 0(�!f AMU ad 9=1 bQ9f1�S-Ilp ,► 10 - \ DATE 1 # 3 1-0 E RE D EU ' REl/ISIONS / \ N0. DATE ISSUE _L!1 6/26/96 PERMIT ISSUE 9/6/96 C;TY COMMENTS AS � -- \� / I 1 (8 ) 1 El _C VAY 05 ANI dU KI N N)KII IN N 1 (-', K kI i►I. ,,,,. -- RL-- - \ [[[ - ,_ 4. ( E- 1 S T RE AIN � . ? ;� - - ( , ) 1 H �JA { � l__IC; TA 01 0 J - \ _ [ SITE NAMF -� GREENBURG 11 J / J SITE NUMBCR a 7 PCI-1373—B / r SITE ADDRI S5� - - I --- — — ---- ---- --- — — -- -- --__ 11744 SW PACIFIC HWY _ PLANT I N G LIST � TIGARD, OREGON 97223 130TAN I CAL COMMON QUANTITY NAME NAME SIZE CONDITION REMARKS 8 OSMAN I I IUS DELAVAY I DF-L.AVAY OSMAN I IiUS 2 GAL_ CON TA I NLR - - - - _ SHEET TITLE - - - - - ._J i PER SPJ\IG ARCTOSAPHYLOS UVA-URS I K I NN I K I NN I CK 4" POI- CON I'A I NFR 18" OC 1-R I ANGULAR SPACING 11-611 3 THUJA PI_ I CATA WF_STFRN RED CFDAR IN4CAL BER B & B EIEALThY AND SYME TR I CAI_ P LANTI N L� PLA N NOTF: MINIMUM 6" NEW IMPORTED i-OPSO I L SHALL RF PLACED IN ALI_ PLANTING ARFAS AF TrR PLANTING SPREAD 4'' OF MUSHROOM COMPOST OVLR AL-L PLANTING 13[---DS AREA OF NEW I.ANI)SCAP I NG IS 1 /% OF LEASE AIRF A AREA OF I MPERV I OUS SURFACES (' QU 1. P. PADS & MON01'01 F- HAS ) I I O o OF H--ASE AREA I sHE`T NUMBER - A_ IIA r,J I rJ (" P I A r4' SCALE: 3/16 to = 1 '—0" PLOT SCALE: 1 1 Pacific Hwv 11744 _- " - BUP WNW) 18 of 22 If this nolice appears c carer ihan the document, the document is of marl;imil gnal:;y. IC1 �1,111111! 1�1 1j1 1 i -fta #.11f�.{ 1 IIIIIII!Jill I f11111ll1{111 1 111111111111191Dill{I'I(Ili ► illllll�!{!!! tII1CN a w . - I- 1 1111111 1111!11111 I�Illllililn11116111�1111111!111111111 IIIIill�'illlll{II11111111nIIIniIIIC11111I111uIlIIIIIIIIl11111{111►I11f1�11111111 i western Aj I j pcs corp MOILWHLN75;37 NE AMBASSADOR PL., SUITE 8 CON . E NICESSARY DUE IO SOn , •TIE _ AND R IONS; RF MOVE. UNSUITABLE MALI,(,At GRADE SITE WITH CROW 1 FROM CI.N I i Ii OF P 0 R 1 LA N D, OREGON 97220 AND REPLACE WITH 4-6' OF 1-1/7 unuSl+f D '- -'j "- --- SITE AS IND,CAIED: SLOPE TO ALL EDGES FILL. RNLI WITH PROJECT (3) DIRECTIONAL PANH_ ANTENNAS, Roe. COMPACTED 10 9DX UR�•,,cnoN GiO P,iONE (503) 284-2255 EACH SIDE OF ANTENNA PLATFORM; Io coR�lC MANAGER TIkIOR OF SITE PERIMETER AT 25% FAX (503) 284- 0402 ii (9) ANTENNAS TOTAL _ .-. - I .- FLECTRICAL/TELCO EQUIPMENT CABINET / �-- -- MONUPOIIF SLE MOUNTED TO J'x3'x4' CONCRETE PAD ANTENNA PLAH ORM SITE. PIAN FOR HEIGHT I PER MANUFACTURER'S INSTRUCTIONS IUF UI- ANIENNA I -P 6' HIGH CIUIN-LINK ''INCE I , -CABLE BRIDGE _ ;�,.MC CONCRETE EQUIP. PAD I _ Al TUN o I ow R I;11 PROJECT AREA BOUNJA«Y ,Ir,t I COAX TERM vt 11 Ci LM CRUS EO RUC KHNISH SITE WITH 4' FWITH NO FINES, APPLY OVER TRADED, Ij IQUIPMENT CABNtIS COMPACTED SITE 0/ FILTER FABt'IC - - I-UTURE ?' DIA. (INSTAL 0 BY ollllxS - B' THK C.I.P. CONIC RETAINING WALL Ili 0 11' OC FA WAY TYP IN I _+ +I C� DISH Ah ENNA If TIIK CLP CONIC RETAINING dAl l Urt 1 I STEM AND FTG - VAX (,FIGHT 6'-0' —� I :a +. _ LOOA W,�/4 0 12" 0 C. EA WAY I>'P IN I - _ _{._ R"""'4 "'iLM AND FIG - MAX HEIGHT 6' Lr 1J�1 ILII j E IL --- - 130' MONOPOLE I I r lily l 71� DAVID EVANS AND ASSOCIATES, INIC . iIIIrI RUI GRADED SCE WITH APPROVED l ENGINEERS, SURVEYORS, PIANNERS, UNDSCAPE ARCH ims ,I I Via, r 1 t, I.<• ,�y. _.,�,.. �____ I __ � .�., ..�•L•=•'• WEEU BARRIER PRIOR TO GRAVEL FINISH C 20 298 S.r. CORaBIT AVENUE PORf4AND, OR ITZ-1 ;5G"j22S-6483 EXCAVATE MIN. NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS •" 1r I - �� AND ALL UNSIAfABIF SOIL FROM PROJECT AREA ---•-- - — USE SELECTED FILL AND GRADE 5 T WITH CROWN AS 1 XISFING UNDISTURBLD SOIL 81�2'd /- INDICATED; COMPAC+ 10 9OX tY TOWER I Uul YO / --- ----- 1 I H lr SLR MANUFACTURER'S :NGS. l DATL` 5/23/96 — U — I REVISIONS rN N0. DATE ISSUE I �� `. I YPICAI S1 I I SL- (, I ION SCAI1 : 1 4" i' 0' S �__-_�.. ..��26/96` PERMIT ISSUE 9/6/96 1 COMMENTS C: 3 RU'J I E UI 1 UNDERGROUND UTILI1*S SEE ELECT. DWCS \ I I I 11J.tiE UNE T] I Ate AF['I',,, 'Ar , \ \ \ 14' -0' N ELECIRIC-AI./1FLC0 / EQUIPMENT PAD \ \\ \ \ SEE EQUISHEET SA�012T fiOARU 1'_0" _ 10'-0'- 1'`0' B' 3'-iG' B'-6• -- - (1j DIRECTIONAL \ F,CUIPMENT TOWER CENTER PANEL ANTENNA; EACH SIDE OF GAIE ANTENNA PLATFORM (3) ANTENNAS TOTAL CONCRETE TOWER \� \ FOUNDATION �`� ARC �• \\\ \ �\ -130' MONOPOLE; SEE �� I� \ \ CL OF PIPE/CONDUIT- / ELEVATIONS THIS SKEET f>Z (A/IMUTH, 0' !Rlh NORTH) lU BE ORIENTATED 15' 10 TRUE NUH114. n 9 _ I' "ANTENNA PLATFORM AT PORiL,,N , ORE(,vN r— >' NOTE: ONE ANTENNA SIANDOFF ARM \\ \ - I I TOP OF MONOPOLE; ; `� - ( SEE SHELT 10 � - x FBF.: n4 YT �- _ -j — I I 1 TOWER CENTER B" THK C,LP. CONIC RE TAINING \\ \ WALL, SEE SHEET - t� 11 SITE NAnILI: I )IV :x x C= REENBUR43 \ UI LITY CONDUIT IN SLAB, \ SEE ELECT, DWCS II SITE NUMBER PROPOST.D - i,)dIPMFNI CABINETS VJI.NII D '10 ' II 1 CABLEPROPGSFD 6' BRIDGE HIGH (� CONCRETE PAD; BY UTI+FRS - -- GONCHLIE I.)UIP. ('AD FENCE W/12" OF 3 STRJAND BARB WIRE SEE sHEEr�41. / j�\ 3-£.TRAND BARB WIRE AT TOP; I P0-1373-B 'A.2 FENCE; 6'-0' HIGH WITH 12' FUTURI tNCI.OSUHE (, \ CONSTRUCT ATOP BLOCK RING WALL G \ TYP. (4) SIDES; SEE SHEET ((�+) PROPOSO I OUIPMLNT 11k1„r,E \ CANIWIS I SITE ADDRESS i J _-- � � ' _ ••�1 ��:a' s •'': ::.•%•'%•� 51�I'viil I'I'E ICJi2 \ CANLF d i 10E (1YP) _ ,�, -.; •:�•• ;�f: ;�, .�Yr ��• �::• ` 11744 SW PACIFIC HWY EXIST. GRAD[ r \ \ I TIG RD, OREGON 97223 CONlop or - - A C. II OOI \ ;lf 1 t �,.- -- --------- -- ------------ -_ _ � II I -AY IJMI SHEET TITLE 1 - -- — -- _ __._.- .. _. _.. _ -- frXFLRIOR ELEVATIONS , � \ I E=NLARGED SITE PLAN ,� \1 SITE= SECTIGN N SHEET NUMBER A-1 `AM 1 I I I I -VAI ON 5CAI1 : 1/8” - 1' 1 [-MSF 1- 1 1-MAI-ION SCALE; 1/8" l' -O° 2 I- NI ARGI .I) S'111 IIIAN SCALE: 3/16" Pf9CITIC Hwy,11744 SUP 136.0409 19 of 22 11" this nolice appears clearer than the docunTent, the doculmenl is of marginal giml.;.). 24XIIIII��IlI�I # t 11 ��l�al 1 l��lll�l�llll! f�IIlII�1IlIl I � �T f Illilii'lllll ; 1IIIII1+lIlll I IIIIIII�IIIII l III�III�LIiIl1 } f! !�ljlll 111111 Ir1iT11111111 !:' 111117 1 1, 111 Rini, I i ITT ITTillinitl r J I I NO, ONE EDGE OF ANTENNA MOUNT PLATFORM (o' INUE NUNN) GEN RAI. NOTES TO BE ORIENTATED 15' OFF OF TRUE 1. CONTRACTOR TO NOTIFY PROJECT P MANAGER OF ANY DISCRCPANCIE:S WITH THE western x PLATFORM RAILING/FRAME -- - -- - -- RUBBER DONUT NORTH. (AZIMUTH, 15' TRUF NORTH) PROPOSED LAYOUT PRIOR TO PRECEEDING. (4 2'-0" 0-C, AL I M U 1 2. ALL PIPES, BRACKETS, PLATES, CONNECTORS AND MISC. HARDWARE TO BE HOT--DIPPED GALVANIZED UNLESS OTHERWISE NOTED. j j pcs C - 3" PORT TYP. CAP l - ------- , -1000 UNISTRIJT / - UNUSED PORTS A T N A NQTES - SEAL W/ COAX BOOT - -"- COAX CABLE 1. ALL ANTENNA AND COAXIA'. AN i t_NNA CABI E TO BE FURNISHED GY WPCS AND 1555 NE AMBASSADOR PL., SUITE H / INSTALLED BY CONTRACTOR. POIRTI_AND, OREGON 97220 1 J' U" - GROUND KIT ---ANTENNAS) ALPHA SECTOR 051: 2. COAX COLOR CODING; ANTENNAS TO BE NUMBERED IN A CLOCKWISE PHONE (003) 284--8114 ------ --- -- / PER PLAN (2) DIRECTIONAL MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: FAX (505) 284-0402 -- 10 MIN. RADIUS ON �� PANEL ANTENNAS -FINISH GRAVEL; 4" M,N/6" MAX. OF 3/4' / 12 __U»� (1) FUTURE PANEL SECTOR ANTENNA DESIGNATION - COLOR CODING MINUS COMPACTED, CRUSHED ROCK COAX JUMPER. TYPICAL 0-01, ANTENNA OVER FILTER FA3RIC ATO 0 l�j/� ALPHA SECTOR (15') A10 - RED, WHITE r � I I �`_-��_ . ARO - RED, BLUE ------- ---- - Lj AR1 _ AR1 - GREEN a�L 4" MIN. �'/ GR , BETA SECTOR (135') BTO - BLUE, WHITE - ---- "-� 2.5x 2 ;9C THICKNESS `�, /Al� BRO - BLUE, BLUESLGPE -SLOPE /, BR1 GREEN `� -- EXISTING ___E `=---: --^ - --> -- -- EXISTING HTO GAMMA SECTOR (255') GTO - YELLOW, WHITE -7-77- �. �. .., _ .. - - UE _. , �_ -__----- ---- - �`'.� GRO YELL OW, BLUE C GRADE GR1 - GREEN / GAMMA SECTOR (2557): -� ( ) DAVID EVANS AND ASSOCIA'T'ES, INC. NOTE: AR1, BR1,GR1 WILL USE A COMMON COAX TAGGED GREEN / --- ANIENNA MOUNTING PLATFORM (2) DIRECT',,i,.AL GR1 BRI CONNECTED AS REQUIRED PANEL ANTENNAS, BETA SECTOR (135') R I APPLIES TO SECT RI ED STIES �� TREAT GRADED SITE Willi (1) FUTURE PANEL -- - - -- 3. THE ABOVE COAX COLO CODING LES 0 Z APPROVED FILTER FABRIC PRIOR ---- DRILL & TAP HOLE IN MONOPOLE ANTENNA (2) DIRE CI ZONAL FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY 10 FINISH GRAVEL PLACEMENT FOR STAINLESS STL. BOLT TO PANEL ANTENNAS COAX RUNS EXCAVATE MIN. NLCLSSARY TO I WHICH DOUBLE- LUGGED GROUND ANTENNA RE PANEL OMNIOSSITES:ITES ( PANEL ANTENNAS )S 3) OMNIANTENNAS - (3) COAX RUNS GRUB PROPOSED ROAD BED; LEADS ARE ATTACHED 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE REMOVE SOD, ROOTS, AND ALL MONOPOLEGTO BRO UNSUITABLE SOIL \ WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: - \ - - ANTENNA DESIGNATION 1 AT ANTENNA CONNECTION - - USE APPROVED FIT[., WHERE RUN JUMPER HORZ. ON MIDDLE -- NTS' CALLOUT, TYPICAL (SEE NOTES) 2 AT ENTRY TO EQUIPMENT CABINET REQUIRED TO GRADE ROAD AS 1. DETAIL SHOWN FOR INFORMATION ONLY, ---- ANTENNA MOUNT PLATFORM AT 5. RUN COAXIAL CABLE WITH MINIMUM 1 T SLACK 12" FROM EDGE OF EQUIPMENT DATE 6/26;'96 INDICATED, COMPACT SUGRADE T F MONOPOLE' SEE CABINETS, ACROSS WAVE GUIDE BRIDGE, UP MONOPOLE AND DISTRIBUTE TO EACH I -- - -- - _ - TO 90% VtRIFY LAYOUT WITH MANUF. SHOP DRAWINGS P 0 TOPRERS ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER LNO.IS�DATE NOfE: DRAWNGS MANUFACTIJFOR ADDITIONALWHERE NECEiSARY, DUE 10 SOIL CONDITIONS, PROVIDE COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, NS6" MINIMUM 1-1/2 MINUS COMPACTED, CRUSHED ROCK INFORMATION AND CABLE DIAMETER WITH PROJECT MANAGER. ISSUE - BASF OVER COMPACTED SUBGRADE. - -- - - ----- _ .-. - 1 - - - - --- - -- -- - ------ 'J -- -- - --- ------ - - --- --- ------ - -- - ------ Al 6/26/96 PERMIT ISSUE TOWER 1'l. ATFOIRM DETAIL SCALE: NTS GENERAL NOTES � /6/96 CITY COMMENTS GRAVE_ PAVING DETAIL_ E: NTS ' ANTENNA MOUNT DETAIL SCALE: NTS 9 LQ 4 ------ ---- 04 -- --- - - - -- - - 3 S I RANDS OF' BARBED WIRE �- TYPICAL PANEL STANDARD GATE MOUNTED ON KNEE BRhCE _ limit ---- 6" -•�-- -_ Kc EP CIFI D - --__ -- -- __ ABINET ,-._ ..-,.- _ - _ - - - D INSTAL l ED TRAf�SMI'lT-R EQUIPMENT C '--- ---- IE TO OUTSIDE -- - -- PROVIDED AN 7- BY OTHERS _ �_' - -- TOP RAIL6'-0 FENCE POST z '• --EQUIPMENT MOUNTING BASE; ISEE 5` w >, SUPPLIED BY WPCS, MOUNTED --- - r e % r Y� I TO PAD BY CONTRACTOR. MOUNT r PER MANUFACTURER'S INSTRUCTIONS II 3 --- 6" COMPACTED CRUSHED ROCK 6" MAX] MESH TO FINISH GRADE-- I r Q' 4" OF 5/8" x 1/4" CLEAN, CRUSHED ROCK WITH NO = 1rM:: m-' tn=nT1,�'rTin I Ian=nitr�tr ;Tum=rrrl�m�nt : 1_n�, r�I 'r^ -4" CRUSHED ROCK; SEE 1 6" CONCRETE SLAB ON GRADE II W 6x6 x W2.5xW2.5 WELDED WIRE Q I o ill TRUSS OR TENSION SEE LATCH / FINES WITHIN PROJECT AREA p z ID 0 ROD AS REQ'D DETAILS o P W,,_ I __ _-=T= __-- -__ . ._ ___� -- - GRAD',_ SITE PER NOTES, BELOW; 1,j --LINE OF EXISTING GRADE STRETCH BAR m o m a PDT-T. TENSION-- WIRE SLOPE TO DRAIN AWAY FROM REMOVE UNSUITABLE SOIL o,, z I I� CHAIN LINK FABRIC CONCRETE FOOTING-TYP �1 -- a ° e ° - - - 'i1 LJ — - - ---- = ea - -- ° r 1—FROM EXIST GRADE WITHIN z o M m-3 \ — --�_ ° v vim•. n T 3. -- ° '' PROJECT AREA ` ---12" DIA. FOOTING -- 18" DIA. FOO TING ® GATE .. II a u ° ° II I 0 LINE POST AND CORNER POST I II II_;6' �i�•� j �� II II MINIMUM REBAR COVER: USE: SUITABLE MATERIAL FROM �� /� �� \ 2" AT FORMED SURFACES '-O" FOUNDATION EXCAVATION TO GENERAL NOTES \ .I % °J '\�\��j\j\\'\\\\�j\��\\/�\\/�\`/�\\/�\\/�\\�\\\�\\\/�\� - \\�\\, 3" AT UNFORMED SURFACES -- - --- �---- FILL AND GRADE SITE WITH " \i !�, ��\/�/�/�\��\ \//� / /, /�\ . \ / #3 BAR AT 16" OC TYPICAL CROWN AS 2-5%; COMPACT 1. GATE POST AND CORNER POST: 2-7/8 O.D. PIPE, SCHED 80 ASTM-F1083 .� TO 90% 2. LINE POST: 2-7/8" O.D. PIPE, SCHED EO ASTM-F1083 AT PERIMETER EXISTING GRADE j : - --- __ - - ---- (2) #4 BAR CONTUNUOUS TOP �- 3. GATE FRAME: 1.90" O.D., SCHED 80 ASTM-F1083 TYP AL AND BOTTOM "_--IJjI I-jj- 4. TOP AND BRACE RAIL..: 1.66 O.D. PIPE, SCHED 8U ASTM F1083 I AROUND 14'-0 \\ \ 5. FABRIC: 9 0A• CORE WIRE SIZE 2' MESH FABRIC TO TOUCH GRAVEL BASE ►�\//\//\//�S�EE TYP SITE SECTION, SHEET A- 1 6. TIE WIRE: MINIMUM 11 GA. GALVANI,_'ED STEEL . • \�//�// FOR ADDITIONAL FENCE INSTALLATION 7, BARBED WIRE: DOUBLE STRAND 12-1/2 O.D. TWISTED WIRE TO MATCH FABRIC WITH I• ( I /\\/\\ CONDITIONS AND DETAILS 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS 1,PORTLAN , OREGON( .•U //\\// 8. GATE LATCH: 1-3/8 O.D. PLUNGER ROD WITH MUSHROOM TYPE I_ ____• - 18"0 CONC. FOOTING ® CORNER CENTER CATCH 0 �L AND GATE POSTS; 12"0 AT LINE 1 POSTS, TYP.; SEE 8 FOR GENERAL NOTES SEE DETAIL 15, BE_UW FFNCF DE 1-AIL --- SECTION SCALE: NTS STANDARD GATE AND PANEL - ELEVATION SCALE: 1/4° =1'-0" FOUNDATION SECTION SCALE: 1/2" =''-o" - E - -- - ---- -------------_- _ _ -- - -- T-_,_ - -- - -- ----- - --- - -- _ _ -------- ----- ---- - -- - ---- - - --__ ___ - --- NAM TRANSMIIIER EQUIPMENT; O R E FEN BU RO __-- PROVIDED AND INSTALLED 4" MIN./6" MAX. 2" –MIN. DO NOT 3x3xl/4 PLATE BY OTHERS TO TOWER „ " OVERLAP TOP OF _ 0 a 6 OC MAX - 0 EQUIPMENT CA13INET 4 _C I E_A CAP; TYPICAL FACH POST - -- „ WITH CABLE BRIDGE � - ----- ----- --- _ EQUIPMENT MOUNTING BASE' I SITE NUMBER 10 EN =-__=-- MOUNTED 6 OC MA �----- 14 GA. GALV. GRIPSiRUT SUPPLIED BY WPC_,, - / -COAX TERMINATOR FRAME/ 24" WIDTH, 2" PLANK 14 GA. TO PAD BY CONTPACTOR. MOUNT LIGHTING ARRESTOR, SUPPLIED BY -_`� PER MANUFACTURER'S INSTRUCTIONS WPCS, INSTALLED BY CONTRACTOR -- - 1/2 x 4' U-BOLT - _ - - 6" CCMPACTED, CRUSHED ROCK PO 137 B SEE ELECTRICAL DRAWINGS ----- 1/2' AI,THREAD -- -- FOR ADDITIONAL INFO (TYPE A AND B) 6" C('NCRETE SLAB ON GRADE w/ 6x6 x W2.5xW2.5 WELDED WIRE SITE ADDRESS _ - -- --- / -GRADE SITE PER NOTES, NFLOW; - 20 UNISTRUI W/NUT' r SLOPE TO DRAIN AWAY FROM COAX SUPPORT; _ _-_ - --- / 11744 S.W. Pacific Highway 1 ' 1 AND WASHER EACH SIDE/ EACH LEVEL = ° -- - -- n - - -- - - - - / FOUNDATION, lYP ALL SIDES - - - +DGS OF RADIO 7� EDGE OF CLEAR EQUIPMENT CABINET USE ANCREW COAX. HANGERS, TYPICA! - - ° II T19CJfd, Oregon 97223 TOWER ° II 10 a M II , *_,-1-, .._ I --- COAX TERMINATOR FRAME/ -`i II II / `� i ` II II - MINIMUM REBAR COVER: GROUND PAR; // �� \�' / �� . \i i SEE ELECTRICAL DWGS LIGHTINU ARRESTOR SUPPLIED BY \.I I II • \\\\\ \\ �.� % \�\\�\ \�\�\�\�\ \. \ \ 2" AT FORMED SURFACES WPCS INSTALLED BY CONTRACTOR \/ ut� \�\ �'\ \\�\\ \� \\ \\ \\ \ - \ \\ 3" AT UNFORMED SURFACES •------- - 2 7/8"a GALV. �/\ \�\\�\\!�\,��\�\!.\\�� \�� \.�\\ \ - #3 BAR AT 16 OC TYPICAL ---------- 2 -_- - SCHFD tO POST; (1) \\i\ . \\ . /\\/\\/�\ i\\/\\ r�\ \� \ AT PERIMETER SHEET TITLE -------- - -- - 6"x6"x1/4" PLATE WELDED TO EACH SIDE OF GRIPSTRUT '-0" --- - (2) #4 BAR, CONTUNUOUS TOP PIPE, BOLT TO FOUNDATION CROWN i0 DRAIN; TYPICAL. TYP ALL AND dOTTOM C 0 I v j r`� U (J I (� v [) f I A I (- W/ 112" x 4 EXPANSION BOLT' i AROUND12'-0" t ' N'_)h 1. FOOTING TO EXTEND A MIN 12" INTO UNDISTURBED SOIL; VERIFY SITE CONDITIONS 12"0 x 36 DEEP CONCRETE ' L•,L : L.�,� FOOTING; TYPICAL 2. FINISH SITE WITH 4" OF 5/8" x1/4" CLEAN CRUSHED ROCK WITH NO FINES, OVER APPROVED WEED BARRIER, SEE DETAIL 1, THIS SHEET FOR ADDITIONAL INFO. l ( SHEET NUMBER SLOPE TO ALL EDGES OF SITE AT 2.5%. J — –� FRONT II_l VATION SIDE ELEVATION -__ 3. EXTEND FOUNDATION TO FROSTLINE; MINIMUM 2 -0' BELOW FINISHED GRADE, VERIFY WITH LOCAL CONDITIONS. 4. VERIFY FOUNDATION DESIGN WITH OWNLR-PROVIDED DETAILS. A-2 SCALE: 1/2" 1 -0CTION SCALE(�i�I0Gf' cE1 OSCALE: 1j4 1, U" n { ON SE = 1"� —,__Pacific Hwy. f3UP 96-04011 20 of 22 If this nulice appears clearer Ili;ui the document, the document is of tua-minal quality. '►ILII I{�I�l �.��,� I��. _�{4�� I��{I�I{I�I{) {�1III1�1{1{I x '11{IIIIIII�I I• II!IIIIIIIiII I ILII►I�IIIII� I SII {I�I�I{I{I f I{I{!{I�I{�{I�- ��11�.��.. ��141,{I�IIIII it 1 14 I tlrOq �, IIIIIII 1f11{lf'I( Ntt{ Int.. 24X -� I1111 Illlnlllllllltlllill! IIIIIiIIIfIIIIIIIIIf Illliclllllllllllll ll fllIIIIIIIIIIIIIIIimmtil UTILITY CONTACTS western I EGE I"1 — PANEL A' �`�'--� /�---_ 120 240 voLr_ 100 AMP _ _ i PHASE 3 WIRE corpDISCONNECT SWITCH C.O. CONDUIT ONLY CIR y BREAKER DESCRIPTION LOAD 1 PPORTLANDD GENERAL ELECTRIC pcs A. P. A r 14655 OLD SCHOLLS FERRY ROAD U GROUND ROD CONT CONTINUAT ON _1 30 2 TRANSMITTER#1 _ _ , 2,155 BEAVERTON, OREGON 97007 7535 NE AMBASSADOR PL., SUITE 8 p JurvcTloN Box CU COPPER 2 _ —_ PHONED, OREGON 972.20 3 30 2 TRANSMIT?ER�2 ---- 2,155 2,155 (50:5)159A' ELLIOTTEt �16TT EXIST EXISTING _ 4 � _ — 2,155 � (503) 284-2255 Q METER BASF= G.A. GAUGE ___ 5 _ SPACE —� - -- - FAX (503) 284-0402 TELEPHONE: 6 10 1 GFI RECEPTACLE _ _ 180 1�►� / / 4) GENERATOR RECEPTACLE MIN MINIMUM 7^ t0 1T SPARE --- _ --- GTE TELEPHONE O.C. ON CENTER _-_ 8 _ SPACE �� _ P.O. BOX 23416 GNl � — G— GROUND CONDUC I OR g TIGARD, OREGON 9722.3 P A 0.D. OUTSIDE DIAMETER 10 15 t SPARE - -- --- - MR. JIM WEISKAMP EXISTING OVERHEAD / — P— POKIER CONDUIT 0.H. OVERHEAD _ 11 15 _1 - -_ —� - _ _ (503) 620-5943 / POWER AND — T — TELEPHONE CONDUIT 12 15 _1 TELEPHONE f O.H.P. OVERHEAD POWER TOTAL KVA 8.8 4,310 4,490 IT IS THE ELECTRICAL CONTRAC70RS / -- C— COAX CABLE CONDUIT P.U. PUBLIC UTILITY TOTAL AMPS 36.7 35.9 37.4 MAIN BKr2, RESPONSIBILITY `0 CAREFULLY P T MLO DISTRICT FEEDER COORDINATE ALL ASPECTS OF T Z",� TYP TYPICAL TOP FLUSH LG BUSS BOTTOM X SURFACE AIC RATING:10,000 SOLID SERVICE WITH THE RESPECTIVE / / �� T iEXISTING P•G E. � -- / � WP WEATHERPROOF NOTE: PANEL SCHEDULE FOR IPJFORMAIION ONLY. UTILITY COMPANIES, P POWER VAULT. VERIFY REOUIREMENTS WITH PROJECT MANAGER, EXISTING P.G.E.— EXISTING P.G.E. POLE #6895 WITH rT, ,• POLE #6895 WITH TELEPHONE. 15KVA TRANSFORMER. FEEDER SCHEDULE PT EXISTING OVERHEAD - NEW OVERHEAD " -'�`'-� ` ITEM FEEDER SIZE CIRCUIT # LOAD TELEPHONE I TELEPHONE SERVICE TRANS. #1 3/4"C., 2#8, 1#10 GND A- 1 ,2 4,31 OVA EXISTING POLE i T I PROVIDED BY GTE. #660 WITH '-- EXISTING OVERHEAD � 5 TRANS. #2 3/4"C., 2#8, 1 #10 GND A-3,4 4,31 OVA PANEL SCHEDULE SCALE, RTS. 7 TELEPHONE. T IPT POWER/I� [ DATE 5/23/96 —� RECEPTACLE A-6 180VA \� �' T ' �`' #�;k — EXISTING VETERINARY (�PRE-FABRICATED ELECT/TELCO CABINET REVISIONS I FURNISHED BY WESTERN PCS, INSTALLED CLINIC PROVIDE METER — BY ELECTRICAL CONTRACTOR, / + ' i NO. DATE ISSUE BASE WITH SAFETY ��''� - EXSTING POLE E 5/23/56 PERMIT ISSUE SOCKET WITH MANUAL 200A AC POWER UTILITY #22. - -- CIRCUIT CLOSERS. BREAKER �� P I STUB CONDUITS UP COORDINATE WITH ` I T AT BASE. 9/6/96 GENERAL REVISION UTILITY COMPANY. —',OOA AC GENERATOR BREAKER \ ` GENERAL ELECTRICAL NOTES --_---- -- --- ;'h 1 ti- ! 1 . INSTALLATION OF SECONDARY POWER AND CONNECIION 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING �S- � TO METER SHALL BE COMPLETED IN COMPLIANCE WITH SYSTF'W BY CERTIFIED TESTING AGENT. PROVIDE ; GENERATOR �, NATIONAL ELECTRIC CODE, NEPA 70, AND THE STATE OF IND ENDENT TEST RESULTS TO THE PROJECT MANAGER ��f RECEPTACLE OREGON LAWS, RULES AND REGULATIONS r- OR INSTALLING FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO I I \ T I 2 ELECTRIC WIRES & EQUIPMENT, ALL :ATEST ISSUE, AND GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE rr1---4.-il SURGE ARRESTOR WITH SPECIFICATIONS PER '..S•T.M. B 231 , B 400, I C.E.A. GRADE INTERIOR GROUNDING CONNECTORS SHALL BE 11 S.A. �-- � S651 - 401 , I.C.E.A. P81 -57U, & LOCM_ PUD DOUBLE-LUG COMPRESSION TYPE, ALL BELOW GRADE IL-----a I n,1 ti:ati ■® Capital Plaza Building, Suite 200 i r ` GFI RECEPTACLE _ SEE DETAIL 9320 S.N. Barbur Boulevard AND EXPOSED EXTERIOR GROUNDIN CONNECTIONS TO i 15/E-2 FOR Portland, Orego-. 97219-6809 2. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS r�----'L-1 r- % ~'1'1;,,,;x' " ' CONTINUATION. Phone: (603 24.1-9321 MOUNT C'N ELECTRICaL PANEL SUPPORT FRAME SHALL BE CADWELD TYPE, CARE SHALL BE TAKEN TO I PANEL I I Fa:: (503 244-9352 I 1 I I 1 BENTLEY Email: bentley0teleport.coin REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES 1 A 1 L Contact: CItEC ROBERT.iON �. UNDERGROUND CONDUIT SHALL BE RIGID POLY/iNYL TO AVOID POSSIBLE GALVANIC CORROSION, ALL tXPOSED 1 1 12 CIRCUIT PANEL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING C 1 1 1 OOA 120/240V - '-� Document 9 �: 868-080-D-OC'l GROUNDING CONNECTIONS TO BE COATED WITH ANTI- 1 1.,, 'O .;� TO UL ARTICLE 651 . WESTERN PLASTICS OR CARLON CORROSIVE t,GENT SUCH AS "NO-OXY', "NOAOLX' OR ; i 10, 3W. SEE SCHEDULE `• ! "T DRAWN I N MANUFACTURER, COUPLINGS SHALL BE SLIP-GAJ, PENETROX • VERIFY PRODUCT WITH PROJECT MANAGER, r- �J 1 SOLVENT SEALED T PIPE: SOLVENT, ------� DETAIL 7 E- 1 . '` ! WESTERN TYPE ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING / �^;�.•� - �; COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE CONNECTIONS ShALL BE STAINLESS STEEL. "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. GROUND PERL'��`+ -' (36" MINIMUM RADIUS FOR POWER AND TELEPHONE), 7• ALL GROUND BARS SHALL BE COATED WITH ANTI- TO POWEp - NEC FEEDERS TO ALL CONDUIT UNDER ROADS SHALL BE RIGS, (OR PVC CORROSIVE ADEN i SUCH AS LPS-3 OR AS PER SOURCE SE EQUIPMENT ENCASED IN 8"x 18" RED CONCRETE DUi;TBANK). NOTE 6 ABOVE. Dc TAIL 14/E- 1 CABINETS. , II -3' RGS ABOVE GRADE, SEE FEEDER 4 CONDUIT USED INDOORS SHALL BE E.M T , AND RIGID 8. ALL JUNCTION AND OUTLET BOXES TO BE LABELEC, SCHEDULE 40 P!0 RELOW SCHEDULE 'I GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT c PkOF BE RIGID STEEL AND COMPRESSION TYPE= FOR E MT. NUMBERS CONTAINED IN EACH BOX. �'�' GRADE WITH NYLON PULL CORD. FOR SIZES. �CL� fs'O SET SCREW FITTINGS ARE NOT PERMITTEE. FOR ;.LL 1 . DL.AIL IS FOR INFORMATION ONLY; REVIEW AND MODIFY FOR SITE SPECIFIC SHEET NOTES _ �� g7g,E`1 STUBS-UPS, USE R SID GALVANIZED STEED CONDUIT. 9. CONTRACTOR SHALL COORDINATE: WITH SITE SURVEY TO CONDITION,,. LOCATE EMSTING UNDERGROUND UTILITIES. WHEREVER 2. SERVICE CONSISTS OF 10C AMP 120/24OV, SINGLE PHASE, 3 WIRE. < ' PROVIDE (1) 3"C. SCHEDU!_E 40 PVC WITH 300LB NYLON PULL CORD 36" BELOW GRADE FROM EXISTING P.G.E. UTILITY POLE 5 WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE POTENTIAL CONFLICTS/INTERFERENCES EXIST, HAND #22 TO ELECT/TELCO EQUIPMENT CABINET ELECTRICAL PANEL FOR NEW POWER SERVICE, SEE DETAIL 15/E-1 FOR TRFNCHING AS REQUIRED BY NEC, THERE WILL BE NO SPLICES EXCAVATE TO AVOID DAMAGE, CONTACT ALL UTILITIES 3. METER TO CONFORM TO UTIL.I i i COMPANY SERVICE REQUIREMENTS. ALL PROTECTIVE REOU REMENTS• o EGON ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR GREATER THAN THE `'y��G�y i4 ►Q1� NEEDED, AVAILABLE SHORT CIRCUIT CURRENT, O2 PROVIDE (1 ) 4"C. SCHEDULE 40 PVC WITH 300LB NYLON PULL CORD, 36" BELOW GRADE FROM EXISTING, P.G,E. UTILITY POLE N 4. THE COMPLETE ELECTRICAL SYSTc_M SHALL BE GROUNDED IN ACCORDANCE WITH THE #22 TO ELECT/l i=LC'J EQUIPME�.; CABINET TELEPHONE BOARD FOR NEW TELEPHONE SERVICE. SEE DETAIL 15/E-1 FOR NATIONAL ELECTRICAL CODE, TRENCHING REQUIREMENTS. EXPIRES 12-31 -96 GENERAL NOTES ONE-LINE DIAGRAM sc�: IItLT.S. 8 ELECTRICAL SITE PLAN g� r - � -v I 14 SEE SITE PIAN THIS SHEET FOR OVERALL 4-1/2" KNOCKOUTS LAYOUT OF OVERHEAD POWER AND1" KNOCKOUT 24, SITE NAME TELEPHONE SERVICE. �� GROUND BAR--\� „ ALL UNDERGROUND CONDUIT BENDS 24 t TO HAVE MINIMUM 36" BEND RADIUS. r------------ — TELEPHONE SERVICE CABINET- e -I I FURNISHED BY WESTERN PCS. I I 1 --FINISH GRADE �� _ INSTALLED BY ELECTRICAL. MOUNT 3' RGS CONDUIT, EXTEND MIN. 10 -0" 1 1 I TELCO I _ _ I1 I 1 AE30VE FINISHED GRADE; VERIFY CONDUIT SIZE, 0 =_L.I '• -I_� U 1 1 HEIGHT AND ATTACHMENT TO POLE WITH LOCAL IN BACK OF ELECTRICAL ENCLOSURE, •d- I. • , ' '� � :. : ; :•' ' '' : III WARNING TAPE Ii SITE NUMBER UTILITY REQUIREMENTS. CONTRACTOR SHALL PROVIDE SEALANT 1 N � z N I . , •. . • , . , • . . . . � `I I= UNEXCAVATED AROUND CONDUCTORS AND BUSHING 3" GEN _ VERIFY CONDUCTOR PLACEMENT REQUIREMENTS AT END OF CONDUIT AS REQUIRED !NIPPLE POWER o _- IN CONDUIT STUB UP WITH LOCAL. UTILITY, AND PER LOCAL UTILITY. �.- EARTH -- ----------� � o w ` I COMPACTED - _ I; _ _ FILL — Soy PO 1373-5 UTIL.ITY POLE; NEW OR EXISTING AS INDICATED ELECTRICAL SERVICE METER, - RECEPTACLE Mm 1- (' ON PLAN AND AS REQUIRED BY LOCAL UTILITY MANUAL TRANSFER SWITCH, PANEL SUPPORT PIPE FOR COAX CABLE 6RIt,GE BOTTOM pP � � z II III= COR PANY. 'A' ENCLOSURE FURNISHED BY CENTER STUBS BETWEEN POSTS. a -j POWER U I CONDUIT(S); WESTERN PCS, INSTALLED BY E..FGTRICAL �J a Z W I � I: ,� SITE ADDItE5S CONTRACTOR, MOUNT ON CONCRETE_ PAD / c 3" MIN, 40, CONTRACTOR SHALL PROVIDE WEATHER TIGHT i--- EDGE OF EQUIPMENT CABINETS POWFk AND NOTES: ,I � p �I i =I ' „ SIMILAR TO EQUIPMENT PAD. SEE TELEPHONE CONNECTIONS DONE BY OTHERS. - — N � �_ I I_ CAP FOR TELCO SERVICE 2 PVC STUB UP. ARCHITECTURAL DRAWINGS. cOR AS �\ 1 . DETAIL I� FOR N ..., I I- ON PLAN 11744 S.W. Pacific Highway INFORMATION _ )I J 4' SCHEDULE 40 PVC TELCO------,, STUB ELECTRICAL AND TELCO CONDUIT 6' " ONLY; REVIEW L2 S Ti ord, Oregon 97223 SERVICE CONDUIT. ABOVE CONCRETE PAD, VERTICAL AND r'T-� 1 `t L._I. TELEPHONE 9 9 AND MODIFY FOR 1 1 1 �I PLUMB. CONDUCTORS, PULL CORD AND CABLE I r-1 1 ri I - CONDUIT; _ 3" SCHEDULE 40 PVC POWE -- SITE -SPECIFIC R `` COILED AT STUB BY CONTRACTOR; SEE CONDITIONS, __ t- � -.1 4 MINIMUM SERVICE CONDUIT. ARCHITECTURAL. DRAWINGS FOR LOCATION. v III' SCHEDULE 40, FINISH GRADE - -- OR AS SHOWN A 11-Li - { ---------- -----'• 2. SEE ONE-LINE 1 ! --I I III I I I -III- ( ON PLAN SHEET TITLE RGS CONDUIT, 90 BEND, 36" RADIUS, -- - __�--- 3 RGS CONDUIT 90' BEND, 36" RADIUS, DIAGRAM, DETAIL 200A AC °v° 11 - " ' TYPICAL, SUPPLIED AND INSTALLED BY �" TYPICAL. SUPPLIED AND INSTALLED BY - --- � 8/E-1 . POWER 1._ MIN. -COMPACTED CONTRACTOR. CONTRACTOR. BREAKER CLEAR 5,41JD ELECTRICAL SITE PLAN, `- -- - ---- --�' ` -----�' 4" RGS CONDUIT 90' BEND, 36" RADIUS, 1004 AC t� c DE-'FAILS, LECEND, TYPICAL• SUPPLIED AND INSTALLED BY GENERATOR 1 �-4 �-4 1 [VOTES: AND SCHEDULES. CONTRACTOR, BREAKER NEW UNDERGROUND ELECTRIC SERVICE MINIMUM -- `-- SEE UTILITY 1R- NCH DETAIL _ 1 . EXCAVATE TO REQUIRED DEPTH, 3' SCHEDULE 40 PVC CONDUIT, 90 BEND, 36 15, THIS SHEET, NEW UNDERGROUND TELEPHONE SERVICE MINIMUM 12 CIRCUIT-- 4" PVC CONDUIT SCHEDULE 40 - LOCATE PER BREAKERS 2. VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES. RADIUS. PROVIDE CONDUCTORS AND/OR 300L6 _ 'i rULL LENGTH PULL ROPE IN CONDUIT AS REQUIREu TRENCH DETAIL. PROVIDE 300LB FULL LENGTH SEE PANEL 3• �LL_aLFQ LYOU DIG! CONTACT •' A. _UTILITY COMPANY, SHEET NUMBER BY LOCAL UTILITY COMPANY, SUPPLIED AND INSTALLED PULL ROPE IN CONDUI". VERIFY WITH LOCAL SCHEDULE, BY CONTRACTOR. TELEPHONE COiMPANY REQUIREMENTS, DETAIL 7/E-- 'I . FRONT SUPPLIED AND INSTALLED BY CONTRACTOR E-1 POWER RISER DIAGRAM scAue. N.T.B. 9 ELECT/TELCO PEDESTAL SCALE: N.Tj3. 12 TRENCH DETAIL eco: kta 15 Pacific Hwy, 117411 SCALE A�LOTED BUP 96-0409 21 o122 If this nuli:k- appears, de'lrcr 111;111 the document, the document is of m,rl;in,i (111,':131. � � � � III i�I�fj�-fl�� .l�# i�1�11 � �IIII �I�111' f�11►II VIII � T � � � � �• � � � � III ILII I III►11 VIII Til III X1111 1111111.1IIILI� I �� II IIII I I I I tlulo�«s��► - l2 4 X illlnl�in!!�i�t ��It�t �! �>�` �� i� �I#��tit(im tip!hilii��nl�minnllilill�Illllullnllll�i�II�iIImIInillnlilllll��IIInIIInII�nnIIlnlunlnll►llllliiii imlilil �i�il�ii�I�r�� ii°�i��ti�itt� . `ili�i�i A MISC. GROUND CONNECTIONS; #2 GROUNDING GENERAL NOTES BRAIDED STRAP; AWG OR #6 AWG STRANDED JUMPER western � .,`_- _^ WITH SHORT BARREL COMPRESSl;,'4 r CONNECT TO FENCE POSTS WITH CADWELD LUGS (T&B #54205 OR 5407), 1 . THE INTENT , t THE LIGHTNING .;ROUND SYSTEM IS TO PROVIDE A CONNECTION CADWELD TO GROUND BAR BY pis corp ,;OMPLETE LOW RESISTANCE PATH, SEPARATE FROM THE AC SERVICE GENERAL CONTRACTOR. GROUND, FOR 011-:RENT TO FLOW FROM THE POINT OF A STRIKE INTO GROUND TEST WELL THE GROUND. 1HE SYSTEM WILL BE CONSTRUCTED TO PROVIDE A POST PLAN FENCE POST (8"0 x 18" LONG NEW COAXIAL GROUND KITS WITH 7535 NE AMBASSADOR PL., SUITE B "DOWNWARD" FLOW WITH THE GROUND RING BEING THE LOWEST BARBED WIRE CONC, PIPE P,.UG) LONG BARREL COMPRESSION LUGS OREGON 97220 POINT, ALL GROUND CONDUCTORS SHALL HAVE A MINIMUM RADIUS / (OR CALLED "CHRISTY' PORTLAND �" BOX IF PREMANUFACTURED CADWELD TO GROUND BAR AND NOV 503 284-225 OF 24' AND IN NO CASE WILL. THE CONDUCTOR Bt ALLOWED TO INSTALL BY ANTENNA CONTRACTOR SWEEP UPWARDS, SUCH AS OVER A PARAPET WALL, OR "LOOP" % IS USED) FAX (503) 284-0402 x R NEW 4 x 20 x 1/4" thk COPPER AGAINST ITSELF. ' ..`.. I TOP OF GRADE GROUND BAR SUPPLIED AND GROUNDING, LAYOUI MAY VARY DLE TO SITE SPECIFIC CONDITIONS. "'"�"'- INSTALLED BY GENERAL CONTRACTOR. 3 THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE " '" '' '` T PROJECT MANAGER, NOTIFY PROJECT MANAGER OF ANY DIFFICULTIES '�� " ': �A a #2 BARE SOLID O O INSTALLING THE GROUNDING SYSTEM DUE TO SITE/SOIL CONDITIONS. "r' '� w TINNED COPPER FENCE FABRI; ' :` '. GATE ? TEST LEAD 0 0 0 0 0 0 0 0 0 0 0 0 0000 4. GROUND TEST; CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING ��;. `R„ x„ %.-x ,,x (30" 36") `v O O O O O O O O O O 0 O O 0 000 O "� '� a a SYSTEM BY A CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT <' TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUND;NG `r '''••' }' L *--- • CADWELD - CADWELD SYSTEM RESISTANCE TO EARTH GROUND SHAI L NOT EXCEED 5 OHMS. FENCE POST- '�• �' `Y" >`k o r;fCON�!ECTION TYPE PC O O IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS, 1 ��,,-\. ,�::x:..,:, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL A 'x , �� '�• �; _ GROUND CONNECTIONS AS REQUIRED TO COMPLY. �h � Cf+DwELD ;. ,.. CONNECTION 5. ALL GROUND WIRE SHALL BE BARE TIN COAIED COPPER AND GREEN i` X! , INSULATED COPPER WIRE, UNLESS OTHERWISE NOTED. PROVIDE ; .I, x`. < . '��"` �`� - GROUND CONDUCTOR-- #? BARE Ir�ND SOLID-TINNED GROUND CONDUCTORS TO GROUND RODS AS INDICATED ON - FINISH GRADE #2 BARE SOLID CJPPER CONDUCTOR CADWELD GROUNDING PLANS. GROUND RODS SHALL BE 5/8" x 8'-(" TINNED COPPER TO GROUND BAR & CADWELD ' OR LYNCOLE "XIT" � B�AIUED STRAP----� i— #2 BARE SOLID-TINNED COPPER CLAD STEEL RODS AT 8'-0' SPACING, ,/ COPPER ',FIRE. CONNECT CONNECTION TO EXTERIOR GROUND AS NOTED. PROVIDE TEST LEAD/WE.LI_ AS INDICAI ED. TO GROUND ROD OR 5/8"0 x 8' LONG MIN. -/" IN. GROUND SYSTEM. 6. CONNECTIONS: .ALL ABOVE-GRADE INTERIOR C,ROUNDING CONNECTOPS RING PER GROUNDING AT 8'-0" OC CLAD NOTES BELOW-GRADE CADWELD PLAN GROUND ROD CADWELD 1 , ALL HARDWARE TO BE STAINLESS STEL. COAT ALL SURFACES WITH SHALL BE DOUBLE-LUG COMPRESSION TYPE. ALL AND EXPOSED EXTERIOR GROUNDING CONNECTIONS BE PERMANENT CONNECT FENCE - _ LGNNECTION �---� CONNECTION (3/4" x 10' KOPR-SHIELD OH EQUAL BEFORE MATEING. DATE 5/23/96 EQUIPMENT AND FIXED BUILDING ELEMENTS SHALT. BE CADWELD TYPE GROUND TO GROUND ` '" - - #2 BARE SOLID-TINNED LONG - ACCFPTABI E) EXCEPT AS OTHERWISE INDICATED. CONNECT CABINET DOOR FRAME RING OR GROUND COPPER WIRE. EXTEND 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER EX EXGROUND USING STAINLESS STEEL SELF-T, SCREWS WITH ROD PER PLAN TO OPPOSITE FENCE BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KIPR-SHIELD. TO POST FOR BURIEDREVISIONS DOUBLE--LUG COMPRESSION CONNECTORS. VERIFY CONNECTION GATE JUMPER 3. ALL HOLES ARE COUNTERSUNK 1/16'. N0. DATE ISSUE LOCATIONS AND MATERIAL TYPES TO AVOID F:)SSIBLE GALVANIC CORROSION. �� KT.>�. ��KTP. 7 GROUND TEST WELL DETAIL �� KTP 10 EXTERIOF� GROUND BAR KTP 13 5/23/96 PERMIT ISSUE R VISION 7 ,ALL EXI-'OSED GROUNDING CONNECTIONS TO BE. COATED WITH ANTI- FENCE GROUNDING DETAIL 4 SWING GATE DETAIL 9/6/96 GENERAL "URROSIVE AGENT SUCH AS "NO-OXY', "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. 5 ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLES:� STEEL, SEE DETAIL 14/11-1 FOR 9 RACEWAYS ALL EXPOSED GROUNDING CONDUCT VPS SHALL HE CONTINUATION rROU1 ED IN PVC RACEWAY IN EXTERIOR AREAS AND OPEN, USING NON-METALLIC HANGERS, IN INTERIOR SPACES. PVC RAC.7WAY MAY BE FLEXIB'_E OR RIGID, GROUND CONDUCTORS SHAT ! NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. ---- COAK TERMINATION FRAME./ P LIGHTNING ARRESTOR; ! ELECTRICAL/TELEPHONE 10 GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND THE OTHER PROVIDED BY WPCS - METALLIC COMPONENTS WITH #6 GROUND WIRES AND CONNECT TO 1 INSTALLED BY CONTRACTOR EQUIPMENT SUPPORT ■�+� Ca itol Plaza Building, Suite 200 INSULATED, SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS CABINET. SEE DETAIL Port S.W. t,egosrbur Boulevard `.HALL FALLOW ANTENNA AND RADIO MFRS SPEC+FICATI�)NS FOR 12/E-1 . Portland, C. 244 9?'219-aBosa Phone: {6031 244-9J21 Pax: (003) 244-9362 GROIJNDINV�- LEE CURRENT ANDREW'S GROUNDING_SPECIFICATIONS PROVIDE (2) #2 BARE, _ ___ -.�0..__ X -- X Bg�y Email: benticy0teleNorLoom ;T MANAGER. SOLID --TINNED COPPER I GROUND GATE POSTS, WIRL GROUNDS, MINIMUM. f SEE DETAIL 7/E -2. C' �, G Contact: CFEC ROBERTSON Document /E: 0868-080-D-004 11 (;ROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S N A I GUIDELINES, G G G EQUIPMENT 1 ,2 GROUND CONDUCTOR BENDS: AS REQUIRED RBY ND, __- -' - -MINIMIZE # OF BENDS EQUIPMENT MANUFACTURER. UTILITY SUPPORT BOARD - GROUNDS. SEE DETAIL 12/ -1 , 1 3LELEC-RiCAL SERVICE GROUND _MAXIMUM 90' PER BEND VERIFY NUMBER OF GROUNDS. LEAVE WIRE p G O G <2> (2) GROUND RODS AT MINIMUM MINIMUM BEND RADIUS FOR #2 OR SMALLER SHALL BE 8 -MINIMUM BEND RADIUS FOR 4/0 IS 12 COILED AT BAR. G 6*- 0 APART, GROUND TO BE G —MINIMUM BEND RADIUS FOR OVER 4/0"IS 24" \ �" COAX JUMPER INUEPENU4NT' OF GROUND RING, - GROUND BAR MOUNT 0 0 0 0 0 0 0 0 0 DIRECTLY TO CABLE (3) GROUND CONNECTIONS — 0 8880 0 0 0 0 0 0 0 4 888 o BRIDGE. -_�_ G G TO MONOPOLE, TYPICAL, ��F� �F�Jn I COAX GROUND KIT; ATTACH G G ��3 �G l Np o TO COAX JUST BEFOf.E BEND; �� 41 9751, ! #2 BARE, SOLID-TINNED ' CONNECT LEAD TO GROUND BAR 5/8 x 8'-0' COPPER -�- COPPER WIRE TO GROUND CLAD GROUND RODS RING. SPACED 8'-0" ON CENTER, GROUND BAR; BOLT TO TOWER G G G -- G G G G o Iv TYPICAL. WITH INSULATED STAND--OFFS. `meq, ✓Gl>' 14,1';' �1;' CONNECT TO TOWER WEB OR I IS I '''FS` AGS` -- A MONOPOLE FLANGE WITH G E. �JI� DOUBLE LUG � ---__- ----__- .. GG - EXPIRES 12-31 ,CONT ELEVATIO 2 BARE SOLID-TINNED `�- F` IKTa 2 COAX TERMINATION FRAME IAF: r�T 5 GROUNDING DIAGRAM ��` KT 3 8 COPPER WIRE PERIMETER G GROUNDING NOTES �-•----^� ;,, r� ` � G GROUND RING. SEE I FSITE NAME COAXIAL CABLE; INSTALL-ED BY CONTRACTOR,- - DETAIL 9/E-2. 2 BARE SOLID-TINNED, COPPER WIRE JUMPER CONNECT COAX GROUND KITS TO COAX ! CADWELD COP„4ECTION) AT EACH PIPE SUPPORT JUST ABOVE BEND, CONNECT TO GROUND SEE GENERAL GROUNDING NOTES BAR. FOR ADDITIONAL INFORMATION. OF CABLE BRIDGE, MINIMUM; BY CONTRACTOR. G \�� CABLE BRIDGE; SUPPLIED, INSTALLED AND T' `.. ', ,' G R E E N BU RQ 4 x 20' x 1/4” thk INSJL COAX - \ / CONNECTIONS BY CONTRACTOR, GROUND ALL C.,: NER POSTS, — GROUND OSTS,GROUND BAR (SEE DETAIL #13, -THIS SHEET) CONNECT WITH #2 I TYPICAL. CONNECT DIRECTLY TO G COAX TERMINATOR TERMINATOR FRAME/LIGHTNING ARRESTOR GROUND RING WITHIN 10'-0 /2 SITE NUMBER BARE SOLID-TINNED COPPER GROUND TO BAR WITH WIRE TO ROD DIRECTLY BELOW \ ( ) #2 BARE SOLID—TINNED, CONNECT TO INDEPENDANT G G '�, G � G GROUND BAR. COPPER WIRE. SEE DETAIL 5/11-2, GROUND ROD WHEN FURTHER THAN 10'-0". FOR GROUND ; ELECTRICAL ENCLOSURE �- LINE OF EQUIPMENT CABINETS; ALL CONNECTIONS RING SEE DETAIL 9/E-2, G � 1 `� �V-1373"PO-1373-13TO EQUIPMENT TO BE DONE BY OTHERS. � ti AND METER BASE 4" x 20" x 1/4" thk INSUL COAX GROUND BAR G G �---Q G G G G G PROVIDE #6 GROUND f--OM MAIN (SEE DETAIL #13, THIS SHEET) CONNECT WITH #2 , SERVICE GROUND TO TELCO CABINET. L BARE SOLID-TINNED COPPER WIRE TO RODG G SS COORDINATE WITH UTILITY, DIRECTLY BELOW GROUND BAR PER PLAN. SITE ADDRE GROUND CABINET TO Im % --- PROVIDE GROUND CONNNECTIONS TO GROUND BAR — 1 1744 S.W. Pacific Highway GROUND RING WITH ' AS REQUIRED, VERIFY WITH EQUIPMCNT SUPP'_IER - - � -=�- -_- - 1- -�E---_--�E -- #2 BARE SOLID-TINNED, NUMBER OF GROUND CONNECTIONS, EQUIPMENT - GROUND CONNECTIONS BY OTHERS, PROVIDE' WIRE L- GROUND TigOrd, Oregon y7223 COPPER WIRE. TEST WELL, GROUND ALL I-ENCE CORNER - COILED AT GROUND BAR. SEE DETAIL 10/'11-2, POSTS TO GROUND RING IF �� ---- --- -- CADWELD CONNECTION TO EACH BRIDGE POST, BY WITHIN 10' OF WIRE OR _ GENERA' CONTRACTOR (TYPICAL). GROUND CONNECTIONS INDEPENDENT GROU!"D ROD -- AT CABLE BRIDGE, WHEN FURTHER THAI lU' -' — � SHEET TITLE ! ! to aadr`---------- �----- GROUND FOUNDAT ON STEEL A`') REQUIRED. TYPICAL, - I t 1 1 � ELECTRICAL GROUNDING 'SEE GRADE LINE OF EQUIPMENT CABINETS PAD FOUNDATION. ARCHITECTURAL DWGS FOR ADDITIONAL INFORMATIO`I. NOTES THIS PLAN PLAN ,oz DETAILS, LEGEND ,SERVICE GROUND PER LOCAL ro � UTILITY CO. owI •' �• ` , 'i f I ' 1 t t 11 1 ` i� i i ;`_--; #2 BARE SOLID-TINNED, COPPER WIRE A. SEE GENERAL GROUNDING NOTES FOR ADDITIONAL INFORMATION, AND SCHEDULES ✓ --- PERIMETER GROUND RING WIRE; MINIMUM 30" PROVOS (2) GROUND RODS------- I I -------------- / ------�--s-a_ � - BELOW GRADE. 1 PROVIDE POWER rEEDS TO EQUIPMENT CABINET. SEE FEEDER SCHEDULE SHEET E-1. FOR ELECTRICAL SERVICE, '44- MIN 6'-0" APART, L I ��"'� 1 - �-'--_- -_ J r� + CADWELD CONNECTION; BY GENERAL CONTRACTORBER (IYPICAL). PROVIDE GROUNDING CONNECTIONS TO EQUIPMENT CABINETS, FOUNDATION, ETC. SEE DETAIL 9/E-2. N SHEET NUM GROUND ROD -- ---� f%' LINE OF CABLF BRIDGr AND----- ' 3-^ ` `- 3 > PROVIDE (1) 2"C. WITH NYLON PULL CORD TO EQUIPMENT CABINET FOR TELCO. COORDINATE STUB-UP GROUND TO MONOPOL= (3) - -/ TOWER FOUNDATIONS; SEE ARCHITECTURAL PROVIDE MINIMUM (2) GROUNDS TO TOWER LOCATION WITH PROJECT MANAGER, E-2 LOCATIONS 6" MINIMUM ABOVE GRADE. DRAWINGS FOR ADDITIONAL INFORMATION, FOUNDATION STEEL. -� U GROUNDING DIAGRAM eco RM 9 SITE GROUNDING PLAN, POWER/TELCO SERVICE SCALE v4' -T-0' 15 SCALE AS NOTED Pacific HWY, 11744 HUP 96-0409 22 of 22 If this 11olice appears clearer !hall the doclullellt, the docilnlenf is of rriargillal q11a0:ty. igJ111111111111111 lt.1111#ilt 11� 11111-11114111 1111111 11111 f-IIIIIIIl;lli'i 1111111 IN 111I 1 IIIIII11111 I iiqui.1 11111 Jill 14 Is If IT I Mp 4 �tlllll(flI I1 f f IIII I I ii l f (ifl�'lil�ill � if 11111{hif IIIIIIIilllll.IIIIIIIiIf