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.., - • ---- -- --- EXISTING CONCRETE CURB 1 4 ...■ .....-- ._•-• EXISTING CONCRETE SIDEWALK .-- __--- f - ---- 0 5'-0" --elmigia ---1---- N8900 Abk trtic - .1:..f 11111r '"..61 all...#( w o ri lt \ >. EXIS / r / TING / LANDSCAPED /. : ) ' - \ \ N a 0. AREA 7 0\ 0..... \ ,...„,, 8'-0" A / .. . \ \ O • st i I o -I‘ I tri ef co EXISTING \ i pskta ..k NEW 80' MONOPOLE \ ) EX!STING / / a . . AND CABLE BRIDGE EQUIPMENT ( O o Of 1 .••••• ..•• ....-- ..•••••• \ SHELTER / EXISTING \S \ i /EXISTING N .„, / C13---;c3 .••• .. • •••' .jed'' \IN. t N. SETBACK N ' N k ‘1 ed. - • ' ...p.,99 desc• KO • 0 0 1 /y.. c1,(0 ........ . .,.N. ' 2 , — _ ----N . 1 0 tle vo ` 14° ' .• ....• - N '..,,, , GRAVEL .1 C,0 4 .,vi t .....• i . i SEE ENLARGED SITE PLAN # pe-W kkel ‘°' p SHEET A3 N C3 ft) 0" \ \AO.. 4:) , %\01" 1 '• •• . ...v '• "PA !.: 1 ,r___ ., ) . • • /fr,5, , N11_144 c3 , Noot, REMOVE EXI-TING WOOD POLE ` ` i AND CABLE BRIDGE •:5\ 1 , 1 . s',5' • "S 1 - *-- N I EXISTING LANDSCAPE e 11 % s e's. *I Ak LENN D. SCHNAID , .1" i—LL • 7,3 ''‘ 4-4 tu OF 0 . 4. NORTH SITE PLAN CI, SCALE: 1/16"=1 ... AT &T w ffe i ess s ervices PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 DR. BY: PPA PROJ. 4 = AT&T I'-ti-iNFcEANLIEsRERvicEs OR 97201 PR72 PHAFFLE ROAD SITE PLAN 1600 SW 4th AVE., PORTLAND, OR 97201 RFVISIONS- SHEET NO. 1600 SW 4th AVE., PORTLAND, OFFICE (503) 306-6182 OF 9 (503) 243-3333 FAX (503) 306-6177 A2 r r ___ 1 • \ -7r -. X - 7 _x_____,_____x__x__x__>,X - - - — — . */ ` = POLE / NEW PLATFORM AZIMUTHS FOUNDATION = 355', 255', AND 120' q CABLE BRIDGE = / / SEE STRUCTURAL DRAWINGS FOR PIER FOUNDATION AND ` ANCHOR BOLT REQUIREMENTS ` ' ` SEE SHEETS A6, A7, & A8 ±10' -10 1/2" �, FOR CABLE BRIDGE REQUIREMENTS + 255' AZ �0' AZM. REPLACE EXCAVATED + , ���1 GRAVEL TO MATCH EXISTING SEE DETAIL ilk 4I 46. WY . ...., N 3 • 55' AZM. 1p / i SEE DETAIL ±8' -1 1/4" . \. st _ EXISTING EQUIPMENT \ SHELTER Zqp O LE= \ . .* . FOUNDATION \ EXISTING "Doe. FENCE TYP. Nr . . N LENN D. SCHN !DT S 1' PORTLAND, OR N OF O N NORTH ENLARGED SITE PLAN SCALE: 3/16 " =1' -0" AVT \..el�( Services PROJECT: SHEET TITLE: G LENN SCHNAIDT, AIA DATE: 12/18/96 PROD. k AT&T C �7�1 V1 DR. BY: PPA AT&T TECHNICAL SERVICES 1600 SW 4th AVE., P R 7 2 P H A F F L E ROAD ENLARGED SITE PLAN PORTLAND, OR 97201 REVISIONS. 1600 SW 4th AVE., PORTLAND, OR 97201 SHEET NO. (503) 243 -3333 OFFICE (503) 306 -6182 FAX (503) 306 -6177 A3 OF 9 • CWD 11�1� 14 NEW 80' MONOPOLE, EXISTING 100' WOOD POLE, FOUNDATION AND PLATFORM AND ANTENNAS CABLE BRIDGE TO BE REMOVED 0 SEE DETAIL EXISTING SHELTER EXISTING CABLE BRIDGE TO BE REMOVED �" S � 4 I I N D. SCHN • 4e 4. icp, PORTLAND, OR 14* REAR ELEVATION SCALE: 1/16"=1'-0" AT&TWfirless Services PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 DR. BY: PPA PROD. i AT&T CENTER AT &T TECHNICAL SERVICES PR72 PHAFFLE ROAD REAR ELEVATION PORT ND, 97201 RFVISIONS. SHEET NO. 1600 SW 4th AVE., PORTLAND, OR 97201 OFFICE (503) 306 -6182 A4 OF 9 (503) 243 -3333 FAX (503) 306 -6177 r7I - 1 T - 1 r 1 L_ 1 L L I L J r 7 r ALIGN CUTOUT W/ END F- OOOO I i 1 r 1 PANEL'S STRUCTURAL OOOO I BEAM & COLUMN I 1' -3" NEW COAX CABLE ENTRY - 0000 PORT CUTOUT LOCATION 5' -2 3/4" --1' -8 1/2 "--- STRUCTURAL FRAMEWORK OF EXISTING SHELTER L _J L J FIELD VERIFY CUTOUT T - I r 7 DIMENSION W/ CABLE ENTRY PORT MANUFACTURER 6' -3" ' AR, NN D. HNA iI t ) PORTLAND, OR L_ J L- _I L_ _1 L J , 14 * Q F O I WEST ELEVATION SCALE: 3/4 " =1' -0" AWWuelessServices PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA ' DATE: 12/18/96 PROJ. 4 1600 SW 4th AVE., DR. BY: PPA SHEET NO. AT &T OIL SERVICES PR72 PHAFFLE ROAD WEST ELEVATION PORTLAND. OR 97201 RFVICIf1NS 9 '' 1600 SW 4th AVE., PORTLAND, OR 97201 OFFICE 5 03) 306-6177 082 ^ 01- (503) 243 -3333 / r f 10 L 1 /4 "x2 "x2 "x2' -0" . APPLY IN SEALANT BED 20 3/8 "x1 1 /2" LAG BOLT W /LAG SHEILD (4) 8" 0/C 03 3/8 "x1" BOLT THROUGH NOTE: GRIP 0 STRUT SQUARE (M 387) 1 . 1FLAT LOCK SWF -03 1 (SWL03) AND 1 NUT (SNO3) VERIFY DETAIL PER GEO- TECHNICAL RECOMMENDATIONS ® 12" WIDE WAVEGUIDE BRIDGE • MF -511 50 WAVEGUIDE ENTRY PORT © COAX CABLE I 0000 0000000 0Q00OOo0°0 00 0 3 0 O OO 0 00 O 00 3/4" MINUS GRAVEL OO O 0 0 00 00 0° -1000 0°0 - 000 0 0 0 0 00 r 0 0 000 O 000 000 t � O 0 _ 00 0 0 6" 0 0(...0 0 O O O 3" MINUS ROCK BASE MIN. 1 � Q o O O O O 0 0 0 0 0 0 0 0 0 0 O 00 11 Ell1 111 1 I 1 1 �i - 1�� - iii ��r ��� �11 ��� - 11 I ii iii - iii - iii iii iii iii E - iii = ,111E -111= iii, ,iii -1 � 1= 1 � i-iii iii- 0 MIRAFI 600X FILTER C)I FABRIC • ..). UNDISTURBED SOIL 4 0 D jiRC1 0 0 O ' 4 • c. ENN D. SC 4 0 T (\ 1 � PORTLAND. OR GRAVEL YARD DETAIL WAVEGUIDE BRIDGE ANCHOR ■ SCALE: 4 " =1' -0" OF O © SCALE: 3 " =1' -0" ftG&TWurleS3Services PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 PROD. B AT &T TECHNICAL SE RVICES PR72 PHAFFLE ROAD SITE DETAILS OR. BY: PPA SHEET NO. PORTL ND, 97201 RFVISIMNS 1600 SW 4th AVE.. PORTLAND, OR 97201 OFFICE (503) 306 -6182 (503) 243 -3333 FAX (503) 306 -6177 A6 OF • 10 12" WIDE WAVEGUIDE BRIDGE (MF -511) 20 PIPE SUPPORT CHANNEL (MT -346) 03 3/8 "x1" BOLT THROUGH GRIP STRUT FLANGE W /WASHERS: 1FLAT (SWF -03);1 SQUARE (MT387);1 LOCK (SWL03) AND 1 NUT (SNO3) ® SUPPLIED WITH PIPE HEAD OS PIPE HEAD (MT -346) © I 0 ®® ® V c) 0 <> O si o U © A 0 9 U (.-,, 0 to ii, V © © ∎ .. ■ O 11%1111:1 , iiiitiiiiiNiii‘ N co . �j 0 0 10 SNO3- STAINLESS STEEL NUT. ro U .-0 , )) 0 o 20 SWL03- STAINLESS STEEL U �� LOCK WAHSER. O 03 SWFO3- STAINLESS STEEL WASHER. O1 0 0 O ® MT387 -SQ. WASHER, GALV. 0 ® MT376 -3/8" DIA. STAINLESS STEEL 0 THREADED ROD CUT TO LENGTH OI.O U •dew NN D. SCHNAI T ® MT427- PAN HEAD SCREW 0 `J V 7® MT392- THREADED PLATE. 0 , 0r � 0 1 PORT D. OR I c � ® MF1386 -4 DIA. CABLE CUSHOINS. J �� "G OF Ow' o ' 9 B22SHDALV -10' UNISTR T I , O OJ'E =1 TRAPEZE ASSEMBLY BRIDGE SUPPORT SCALE: 1 " -0" 0WAVEGUIDE SCALE: 2" 1' -0" AT& Wurkss Services PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 DR. BY: PPA PROD. fl --� AT&T lt TECHNICAL 1600 SW 4th AVE., SERVICES PR72 PHAFFLE ROAD SITE DETAILS PORTLAND. OR 97201 RFVISIONS: SHEET NO. 1600 SW 4th AVE.. PORTLAND. OR 97201 (503) 243 -3333 FAX (503) 3 - 7 � F 9 FAX (503) 306 -6177 A / ■ ,"O) c, • vial '0 >� o ih e it*C q1,O) U 0/ D. SCHNAI T ' / 0 ..C-04).N, p 1144%4 0 f ' PORTLAND, OR OF 0 4 t o / / 2 / / / o \ D / \ \ 1 MF130 -TYP. 10'x3" DIA. ° . - O A 0 10 MF130 -TYP. 10'x3" DIA. \ PIPE COLUMN ° p � PIPE COLUMN / 20 MT353 -X -BRACE ASSEMBLY .p A p 0 CONCRETE FOOTINGS FIELD VERIFY WITH FCM. FIELD VERIFY WITH FCM \ • °p © EXISTING SOIL CONDITIONS FIELD VERIFY WITH FCM > ® 8" DIA. MIN. CONCRETE FOOTING /// •WAVEGUIDE 1' X -BRACE ASSEMBLY WAVEGUIDE FOUNDATION SCALE: 1 " =-0" © SCALE: 1"=1'-0" �'ilp_L" 1 Cl Vl \) s erv i ces PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 DR. BY: PPA PROD. 4 +.`x1 w AT &T TECHN CAL SERVICES PR72 PHAFFLE ROAD SITE DETAILS 1600 SW 4th AVE., PORTLAND, OR 97201 RFV1 IONS. SHEET NO. 1600 SW 4th AVE.. PORTLAND, OR 97201 (503) 243 -3333 FAX (503) 3) 3 - p FAX (503) 306 -6177 A ° O F 9 • GENERAL NOTES: 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR 13. BACKFILL MATERIAL TO BE SELECTED NATURAL FILL MATERIAL FROM ON IMPLIED ON THE DRAWINGS AS WELL AS THE PHYSICAL CONDITIONS SITE EXCAVATION OR OFF —SITE BORROW, TO CONSIST OF THE FOLLOWING OF THE SITE. NOTIFY ARCHITECT OR AT &T WIRELESS SERVICES FIELD BLEND: WELL GRADED GRANULAR PIT RUN, OR BANK RUN SAND, AND /OR CONSTRUCTION MANAGER OF DISCREPANCIES PRIOR TO START OF WORK. GRAVEL, SMALL COBBLES UP TO 1 1/2" IN MAXIMUM SIZE WITH NOT MORE THAN 10% OF FINES PASSING THROUGH A NO. 200 SIEVE, OR APPROVED 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM ON —SITE EXCAVATION MATERIALS. SEE AT &T WIRELESS SERVICES STATEMENT BUILDING CODE, APPLICABLE STATE AND FEDERAL REQUIREMENTS. OF WORK, SECTION 12 FOR ADDITIONAL REQUIREMENTS. 3. SOIL BEARING: 2500 PSF, REFER TO GEO —TECH REPORT. 14. MAXIMUM 6" LIFTS, COMPACTED IN ACCORDANCE WITH ASTM D551 OR ASSHTO T -180. 4. PROVIDE EROSION CONTROL AS REQUIRED. SEE AT &T WIRELESS SERVICES STATEMENT OF WORK. 15. STRIP MINIMUM 6" AT GRAVEL YARD. PROVIDE MINIMUM OF 6" OF 3" MINUS AND 3" OF 3/4" 5. REMOVE ALL EXISTING CONCRETE AND ORGANIC MATERIAL IN AREAS MINUS WELL— GRADED CRUSHED ROCK AT YARD. SHOWN TO RECEIVE WALKWAYS, SERVICE YARDS, AND BUILDINGS TO A MINIMUM DEPTH OF 6 ". 16. REINFORCING BARS TO BE IN COMPLIANCE WITH ASTM A -614. GRADE 60, 6. GRUB OUT ALL STUMPS AND ROOTS LARGER THAN 1 1/2" DIAMETER. DEFORMED BARS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. REMOVE ALL SCRAP METAL AND ALL FOREIGN MATERIALS. 17. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 7. DISPOSE OF CLEARED AND DEMOLISHED MATERIAL AS STATED P.S.I. AT 28 DAYS WITH A MINIMUM SLUMP OF 3" AND A MAXIMUM OF 5" IN AT &T WIRELESS SERVICES SCOPE OF WORK. DURING PLACEMENT. CEMENT TO BE IN ACCORDANCE WITH ASTM C 140, TYPE 1 OR TYPE 2. WATER TO BE POTABLE. 8. EXCAVATION SHOULD BE PERFORMED IN A MANNER WHICH WILL CAUSE A CONCRETE FORM WORK TO COMPLY WITH STRUCTURAL REQUIREMENTS OF ACI318, MINIMUM DISTURBANCE TO THE SURROUNDING AREA. THE AREA ADJACENT CHAPTER 6. CONSTRUCTION TO COMPLY WITH ACI 301 AND ACI 347. TO THE EXCAVATION SHALL BE GRADED SO THAT WATER WILL NOT RUN AGGREGATE IN COMPLIANCE WITH ASTM C 33 -86. USE OF FLY ASH IS INTO THE EXCAVATION. ALL EXCAVATION SHALL HAVE SHORING IN PROHIBITED. ADMIXTURES WHEN USED ARE TO BE IN ACCORDANCE ACCORDANCE WITH OSHA REGULATIONS. SEE AT &T WIRELESS SERVICES WITH THE FOLLOWING STANDARDS AND APPROVED BY THE FIELD CONSTRUCTION STATEMENT OF WORK, SECTION 11 FOR ADDITIONAL NOTES. MANAGER. 9. EXCAVATE FOR FOOTINGS, FOUNDATIONS, AND OTHER IMPROVEMENTS AIR ENTRAINMENT ASTM C 260 -86 TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM WATER REDUCING AGENT ASTM C 494 -86 CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING ALL OTHER MIXTURES ASTM C 494 -86 MATERIAL. SEE AT &T WIRELESS SERVICES STATEMENT OF WORK, SECTION 11 USE OF CALCIUM CHLORIDE IS PROHIBITED. FOR ADDITIONAL REQUIREMENTS. SEE AT &T WIRELESS SERVICES STATEMENT OF WORK. 10. ALL FOOTINGS TO BEAR ON FIRM, NATURAL, UNDISTURBED SOIL FREE OF 18. MATERIALS SUPPLIED BY AT &T WIRELESS SERVICES LISTED IN STATEMENT ORGANIC MATERIAL OR ON ENGINEERED FILL. OF WORK. 11. EXCAVATE ALL SOFT, WET, OR SOIL OF UNUSUAL CONDITION TO FIRM, 19. SPECIAL INSPECTIONS REQUIRED FOR CONCRETE, REINFORCEMENT NATURAL, UNDISTURBED SOIL, AND BACKFILL WITH SPECIFIED FILL STEEL, AND ANCHOR BOLT CONNECTIONS. L`,`� MATERIALS. 12. COMPACT AREAS BENEATH STRUCTURES AND FOUNDATIONS TO 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557 OR AASHTO T -180, - STANDARD METHOD OF TEST FOR MOISTURE DENSITY RELATIONS OF LION D. $GHNA jive SOIL USING 10Ib. (4.5 kg.) RAMMER AND AN 18" (457 mm) DROP. MOISTURE CONTENT WITHIN 3% OF OPTIMUM AT TIME COMPACTION. POR LAND. OR OF A ir iess services PROJECT: SHEET TITLE: GLENN SCHNAIDT, AIA DATE: 12/18/96 DR. BY: PPA PROD. / 11 v /iltl Gl Vl AT&T TTE CAL SE 1600 SW 4th AVE., RVICES PR72 PHAFFLE ROAD GENERAL NOTES PORTLAND, OR 97201 RFVICIl1NS SHEET NO. 1600 SW 4th AVE.. PORTLAND, OR 97201 (503) 243 -3333 FAX (503) 3 306-6182 -177 FAX (503) 306 -6177 A9 OF 9 , ANTENNAS TYPE ANTENNA ELEV. LINE 80' -0" J Ii (9) CELWAVE PD10201 80' -0" 1 5/8 "_ 20.0" MONOPOLE REACTIONS (3) CELWAVE P010041 80' -0" 1 5/8 "' OVERTURN - 1260.1 FT -K - I SHEAR - 19.8K r DOWN - 11.8K 111111 I GENERAL NOTES: c 1. MONOPOLE IS DESIGNED IN ACCORDANCE WITH EIA /TIA -222 -E FOR 90 MPH. WIND AT EL. 33' W -1/2' RADIAL ICE. 2. MONOPOLE STEEL ( MIN. STEEL YIELD) - 50 KSI. & NOTED. 44' -4" - 27.22" 0 3. CONNECTION BOLTS ARE A -325 HIGH STRENGTH BOLTS HOT . i DIP GALVANIZED) COMPLETE W /LOCK WASHERS AND HEA Y HEX NUT. — 40'3" �. ----/- 28.75 0 BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TIGHTENING N METHOD, BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTION o , AND BROUGHT TO A SNUG -TIGHT CONDITION. THIS MAY BE ATTAINED to BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF II cc A MAN USING AN ORDINARY SPUD WRENCH, THEN TIGHTEN NUT AN a ADDITIONAL 1/2 TURN PASSED SNUG -TI HT. ' ¢ ' 4, MONOPOLE AND ACCESSORIES ARE (HOT DIP GALVANIZED) IN w ACCORDANCE WITH ASTM A -123 FOR STRUCTURAL STEEL, ASTM A -153 OR ASTM B -965 CLASS 65 FOR HARDWARE. -' 24'-7" - 30.80 0 5. DESIGN ASSUMES ALL TRANSMISSION LINES THROUGH THE INSIDE OF N #, MONOPOLE. I o -- 20'0" 32.57" 0 ,, \ co 41r& \ cc o to I 9 ED PROF `�. Il► ; <� Fss Ln � �NGINEf9 � to 18789 P.E. SEE BASE FOUNDATION PLAN VIEW c . 14 „ TYP. ASSEMBLY PL. DWG. w , OREGON / 36.21” l s`� »__: 1 -7 iI III s��l ' . ° C. ROBe' N r� I I I I I I--' I I I EXPIRES 12/31/98 w I II - - I _ 1=1 III= I _ III= NAPCO - III — PFAFFEL STREET SITE — TIGARD, OR. 80' MONOPOLE DRAWN BY DATE JOIN A.F. 11-26-96 95 -351 A 1 -2 -97 REVISED NOTE 3 A.F. DRAWING ND. NO DATE REVISION BY POR 1 1 96N I GENERAL NOTES: 1. CONCRETE TO HAVE 4000 PSI STRENGTH AT 28 DAY CURE. & TO BE INSTALLED PER ACI -318 CODE REQUIREMENTS. 2. REBAR TO BE GRADE 60 WITH ASTM -615 DEFORMATIONS. 3. ALL REINFORCING STEEL TO HAVE MINIMUM OF 3" CONCRETE COVER. MONOPOLE REACTIONS 4. CONCRETE 18.6 CU. YDS. OVERTURN- 1260.1 FT -K 5. SHAFT DESIGNED PER EIAf lA- 222 -E AND GEOTECHNICAL REPORT SHEAR- 19.6K MAX. DOWN- 11.8K BY REDMOND & ASSOCIATES PROJECT NO. 110.072.G. 6. CONCRETE TO HAVE A SLUMP OF 5 TO Y. 7. USE TREMIE IF REQUIRED, DO NOT DROP CONCRETE THRU WATER. LEVEL 10" ANCHOR BOLT STICK -OUT. • ANCHOR BOLTS ASTM A615 -87 GR 75 -. SEE FLANGE DRAWING FOR DIMENSIONS TOP VIEW 1° CHAMFER 5. -0.0 GRADE 6' /cm BOTTOM TEMPLATE DETAIL 8 D I I I I 11-1 I : gm DETAIL 'B" LI E 1 I IE i f� � I C34) - #8 BARS 25 0 EQUALLY SPACED I I 1 1—I 11= (22) - #4 TIES 4' -6" O.D. -(4) SPACED AT 8" AT TOP PROFFS, - III —I I 1E I I=I I C II 25• -0' (18)- EQUALLY SPACED 18789 E. s /p y — 11 F I 1=1 I l= -111 Lia cc —fir I 11 OREGON 1 2 _9t —III -1 1= � sFpT. N 1 =11 F0 �• R08 E�' _. ii 14 -7/8 TYP. 18 SPACES EXPIRES 12/31/96 NAPCO DRILLED SHAFT- PFAFFE] yIl•fr SITE 80' MONOPOLE FOUNDATION 11=D, OR. DRAWN BY DATE JOB* A.F. 11 -25 -96 95 - 351 DRAWING Na: P O R N O O FD NO DATE REVISION BY 8 - 18J x 10 -0 A.B'S GR 75 SPACED ON 43 IN. BC. 100% PEN. 7 5/16 80' - MONOPOLE REACTIONS 0 OVERTURN - ONG WELD (TYPICAL) SHEAR - 1260.1FT -K 19.8K 11 MAX DOWN - 11.8K �7 (SEE CALCS FOR MORE INFO) 0 10 r Y -AXI 7 P1, 225 x 49 x 4 -1- o2 (50 ks1) 40 PROF STENCIL MARK 2\ , GINEE,? c�S+s 1 18789 P.E. . cc N 0 EGON 1 _t - 9 G NT s F'�T 17. X 99 6 ALL A.B. HOLES ARE 2 -9/16 IN. DIA. lF 0 L. R08E� EXPIRES 12/31/96 NAPCO BASE PIXIE-PFAFFEL STREET SUE 80' MONOPOLE FOW -11GAI. OR. DRAWN BY DATE JDB# A.F. 11 -26 -96 95 -351 DRAWING N0. NO DATE REVISION BY PORPLATE • b RE QUIRED LIST A -A CI 4613 WT. c NO DESCRIPTION MARK d e ONE TOP SECT M P • Ua°'@'C } X 31 X 15' ) HANDLING SLOT FLATS 1E111 MATERIAL REQUIRED LIST 1 2 PLATES pot 1A1C t t' -7 Ott. D ESORPTION MK. NO. BLACK f 9 al -(pt 5p) 6 d, 12 F /WALE END 1111111.:111 111111111.:111 h I TOP PLATE BLACK 12' - 0' MOW _ r i 3 RINGS jl _ �� _ - ,` HANDLING SLOT FOR , \1�I'� .- Tr k 6 ANGLES hl ` ALIGNMENT OF SECTION I z P 36 STEPLUGS N0 t10UITWCS 102 I Iiir(ili �1 (F /MALE 6c FEMALE ENDS) •�' i �1�.� � 1 , Fr _ O ) Al 3000 n CEI.WAVE PDIO201 1 SHAFT ASSY. ( _ �, 1�© 3 1 SHAFT ASST. OP SECTION 4 10 BLK HN (T.O.) ANIE71NA5 < _ STENCIL MARK © 5 s 3 PLATE Et - ( o 12 PUA S) t ImLlA6Ica(o ^ 1 3 /Is AND Nao M0 SECTION) BI 2477 WfE1110R 0 6 MiS ����� 1• 1 SHAFT ASST. (BOT. SEC 11H'/ BEAD WELD FOR 111111M-11 t 16 3/80 X 1 G,B.W /HN 1.3.3.7.9.& 12 00 NOT GRIND ALIGNMENT OF SECTION �1„ ,I TIOTt) w C FLATS 4, 13 8c 12 �� BE NDING EARS ( SLIP SPLICE LENGTH `� _ + -3) X11111 0� (8) 7/84 X 7 15/16' SLOTS I 64 PORT -j1 as °� S P ART SPACED � ��i X111 ob ONE MID SECT 111 .7, a oc 2 PLATES pat F,::,;, �^ Puma( ATTACKED F/ 12 3/M X 3 3/4 Gov. BOLTS r/HwA511, k TO 1M PAUM ago HARDWARE AS FOLLOWS: ad 27 STEPLUGS N01 Ultkr SPhTOt $D 3/81 ((A36 Nock BOLL oe 8 10 BLK HN (T.O.) g NOTE PIATFDN81 MOO FOR CURRY r/ (i) xk FIELD SPLICE ERECTION 1' 12'.-0 PLATFORM 2400 of S • 0 9 7 16s HOLE KELLULAS HOOK DETAIL 1 13 3/46 X 3 1/4 GTIOLTS W/ NN,PALMITATTW A325) 11 oh L -1 X 1 X , X 0' -1} - hl <-1, 1 3 160 HOLE ON t a e j �' ► / 5 /11'4 X 7 LG. BUTTON HEAD STEP BOLT k a _ _ ` BAR - 1 1/2 X 1/4 x o' -3 1/e •NO1 76 W/ (2) HEX NUTS EACH 58 °a rim _ _ (1 / B ADDED F/ BENDING) • am ONE BASE SECT Cl « ^ �� - — ^"�� �� B BOLTS W X 2 NU15�A194- CR2FI I (III 1 I I 1192 on 2 PLATES pa3 JNC NUTS START / () ( ) as 1 BASEPLATE b1 a 9 I TOP STING 'OTE its at 1 RING el 1 BOTTOM SEEING TEMPLATE 115 av 1 BAR dl PL- 3/4 X 3 X 1' -9 7/16-j1 2 7 6 KELLUMS HOOK ASSEMBLY 6 ow 4 PIPE ct t} RAD 2 RINGS NI IA NW THRFADt 1 UCHTNING ROD KO 560m-4/0G60 37 4 ANGLES h1 a m 7/ 160 HOLES / v m 1 80' SAFETY CUM KIT 27 13 STEPLUGS NO1 Lx; 5 I 1 4 1m BLK HN (T.O.) :1 ^ g� - `•' / '�••�.i • ' 5 1 1 SAFETY CUB HARNESS 2 PLATE NI 2A $ ,� g 1'r rA -325 , � 12 NOaGG X NAITS ' -- - �� 570. g A HEX NUTS X 1 C B.W /HN NEIOED 10 94 1 c Mrs S 8 II ,:;•- I-1/1/1 I I 8 3/80 1 PLATE Fl - :: ITMPUL BMW SIDES AT FAOt SPICE) - I 2 PIPE f l WALL TKK / 2 3/80 X 5 C BOLT ^D — (2 9 ,6'/ W /ANCO LN 1/611 1 1 8 *TIDING DETAIL F/ 3/16 • LS -261 TOP b ti < R- 3/16 X 8 1/2 X F-3 I/2 -EI HvtDHOLE -j1 6RACL ASSY A X 5� y I: SHOP TO ASSEMBLE TO ACCESS jl a o << . B g - ij 6 i t q � 2 ae ry n `. AFTER GALVANIZING W/ 2- 3/8 X 1" G _. ¢ u q r Aia°NC MRS START - -' ^e GALV BOLTS W /HEX NUT UPPER 1 BRR:t. E - ! • 5' -6 FROM Do a sl II ' 1 0-6' - AS6 -Nt6 BEAD 11ELD o _ H ■ - 9 ;- 2._Q 3 1 J � u kn 91 1 4 -L -1 X 1 X, X 0• -1} -61 ` `y °Fn 5 1 1 1 1 FO W TO THHN I6' o. o &... )? °� 9• X 24 ' AXE °PENNC $ 2 1 ' • X/ COVER (BP. 2 PLACES) = ` I • I �' S RAII • J in IF ? RM. BBC 11 t /1C Ls -379 C681E TOTAL GALV. STR. & ACCES. WT. 13387 ,I 8 I 0 3' RAD. (IMP.) 7/1H xOLES TOTAL ANCHOR BOLT 8 TEMPLATE WT. 1422 K OPPOSTE FLATS N 1 6' X3I'WN PORT ..g it '�I. i�� I rr/ DOOR 4 MT 12 11 I I �.It' - 26 S _ . wAU THk 1 B ' w AL POLE DESIGNS ARE BSED ON THE FOLLOWING T `- 1/64 �� , , 12 2 ,!..; 7 1 / ;/76 S x 3 / 4' ER, r n�,�n (SOK51) V *--7,/t- 3/16' ° l..I" REINFORCING RING rnV PI AiE ` X " tj; i ' g ib ',7 3 vim CASE 1. 90 MPH WIND (SURVNAL) r/ H DIL / RATS 3 e o 1.1 w „ 11101 r I r c7 �,...4 `�J Q 25' VERT. NmNUS CASE 2. 78 MPH WIND w/ 1/2' ICE (SURVIVAL) AA ' �FpPo( PpOR B -B COVER PIXIE OFTA TI 9' S 74' ACCESS PORT CASE 3. 50 MPH WIND (OPERATIONAL) AB II AC SiFP BOLT SF[Ikw '� ECU ASSY MI RING nFTNI - NI TA IL-N17A I I 8' 10' PItOlEC110N 9 X 74 ACCESS OPENING `HOP ID ASSEMBLE / P 1 ' OILY. BO _ AD Fla I_I�I ULVUIMIG w/ 4- 3 /81 X 1 CALV, LA Ill'! SMOGS � CT TYP 1r vie NM WC. MACE �� 1 ( DES I GN - BASE E ON 9 STANDARD AG AN r , I (Fg� £ X I/P I. ASSY. AE AF -=� _ - - 10-6' - Af6) -xls NOTES ! `. ! A 8 18J 1 10 0 A81 . 1 /. 73 - I �i $EFIEY 01 LOCATED 45 ATTAO46ENT DETAILS 1.- A 100% PENETRATION WELD IS REQ'D AM SHOD or 43 K T11C. . • - 'II ^°' ALONG 6 OF FIAT (f l l FOR LONG. WELDS IN SPLICE AREA (FEALE END) AN © 5 /IB r ORIENTATION NOTCH TO BE - ''■ � IA _ r'1 � ' N , (GRIND INSIDE FOR PROPER FIT) C aP ALIGNED W/ NOTCH ON TOP / \ I�I ' _ 2.- GRIND OUTSIDE WELD TO ASSURE CO AS : � 1," # SETTMG TEMPLATE PLATE 1 1 nl �/ I a7 ► �� 1 /' — N TrP PROPER FiT OF POLE AT SPUCE.(MALE END) " 1 AV .7..W � l� �`\ I 511119E 3/s X o -1 nolow 3/1, I -s LtooR 3.- ALL LONG. WELDS TO HAVE A MIN. 1„ BAR i s Ip x a -2 a1 � r 2 X s ■ � " AW 1 ova. if r AYa r BAR 3/4 X 4 1/2 X T -9 7/16 -/1 ��, f_�I �VnANW �+ 80% PENETRATION (UNLESS NOTED) IrELSEIT � t• ' L�\ 57DP9E I,y X D'_2 _i PL- 3/16 X I9 3/1 X 7 -Ip 1/2 {I Q�77 61��IAi roDt,.�� tD1A� F t I PREFIX ALL MARKS W/ 51 � `� '¢' n K la K Ff s1 X y M -FT voa K WALL Ba MATERIAL BILLED FOR ONE POLE • FIXES ARE 2 4/16 K OB. „ Pt 7s , 49 . 4-1-e1 (so b) eam I 1 9d 2601 OD OD 11.1 loll 1� .ak . 5 .� © I � t )/ 6 • I MAKE - ONE - TIME F/ ITEM # 1 465 AE lla eaa STENCIL N80 al SUTTON C -& gip Te \ 11 7 ;0 11 I ® WOK OFTAR F/ , 10 P ip • lir NAPCO DESIGN N0.3511 n FO R PU STEP BOLT 5EL F ORX4I; STEP S DNA IT CUSTOMER P NO. 156136 1 ! E C 1 9 1996 FOR Polo 32' OR MORE FOR PalES LESS tI4W R u FORMIC STEPLUIS ON POLE TO TE APPROXIMATELY S-6 BELOW CDIrtX OF UO(NC NUTS SEVIN E -F X1,10 -1 NAPCO SITE NAME PFAFFZF NOS Ain`rbsO Pole Corporation 78174 1001 4 P.O. Box 70950 Fort - 1 401) 3..v. r THIS DRAWING IS T HE PROPERTY OF NORTH AMERICAN POLE CORPORATION 7 NOTES: Worth. TX .w, . MID SHALL NOT 8E TRACED OR REPRODUCED IN ANY WAY WITHOUT _2__ mom/ By BOBBIE Iwt 32-'16 013 N0. ALL STEEL TO BE ASTM A36 UNLESS NOTED mit GALVANIZE YES HOLES AS NTD. UNLESS NOTED PROJECT STEEL MONOPOLE 80' -0" OMIT • sum= .a; ;° WRITTEN CONSENT OF NORTH AIAERICAN POLE CORPORATION 1 R 1!8) CATES 1D 51 5• STEEL w /50 1151 WIN HELD POiNT TRACA£ B r N O 96 -351 REV. REV REVSION DESCRIPTION MADE Br CK•D BY DATE R K TO BE SPCpF DATE PAINT BOLTS T ' 7T p•UNLE55 NOTED CUSTOMER A.T.Ac T. WIRELESS SHED NO. , APPROVED M n•.r • b REQUIRED LIST OF ONE BASE SECT • Cl c NO D ESCRIPTION MARK IS d • MATERIAL REQUIRED LIST e f ONE TOP SECT Al I- =WC ROD t (iTP) HANDLING SLOT iv 6 & 12 F /MALE END FLATS 11111 2 PLATES pol RATE t X JI Y 2' -7 • h 1 TOP PLATE mt °1 (� `O) • O'IION MK. NO. BIRD( WT. 9 12 -0' PURDIN - 11111rirmrA - 1 X 2 1/2 ��tII'��■ OTY. DESCR • 3 3 RINGS I1 �_ —�_ ` HANDLING SLOT FOR k 6 ANGLES hl r ALIGNMENT OF SECTION I ` 1 z Al F / YALE h FEMALE ENDS , STENCIL MARK ���" g g g 1 SHAFT ASV. (TOP SECTION) Al 3000 m 36 STEPLUGS NO1 - U N T h to2m __� ( ) IMIIF7 • P 3 4 PLATE HN (T.E .) = OYP. 0 t2 PIAFIXES) •t KELVINS WOK 0 - F'1 3/t6 AND N80 I'��'I ®� 1 SHAFT ASSY. (YID SECTION) BI 2477 S NiFJtxW 0 I FIATS ^ � . 1 . • HN•. BEAD WELD FOR N M 1 1 6 3/80 X 1 G B.W /HN 1 7579A 12 DO NOT GRIND ALIGNMENT OF SECTIO I �„ �, ' I - 1 SHAFT ASSY. NO ECT (1 4613 v • - PORT - j1 1 BENDING FNtS - (SLIP SPLICE LENGTH 1111 w Q FLATS 4, B. Lc 12 ) 7/ ` / + 1 J °■ ▪ a (B7/130 ■ X 7 15/16' SLOTS .II 1 00 t 15 APART SPACSPACED I � ob ONE MID SECT B1 Ga 4-1..,.7 RA1FOgl ATIKNm w/ 12- 3/w x 3 3/4 HARDWARE AS FOLLOWS: DC 2 PLATES pmt G4r 80115 d/RWASR. A 10 MR k PuXUT /�. (A�S� FlELD SPLICE ERE CTION and 27 STEPLUGS N01� \ g IEYENLY SPAOFOI NOTEmn . J r!/ (I) Hk 1 12 PLATFORM 2400 De B 10 BLK HN (T.O.) - 13 MEATS HOOK DETAI 11; 3 3 I/4 C.BOLTS W/ LNUT, • A325) 11 of 7 160 HOLE og • oh L -t % 1 X 3 % a•-11_- hl 11 TYP • 1 1/2 X 1/4 X CE - 1/8 =N01 W/ (2) HEX NUTS EACH 2 13 /16o HOLE ON t 76 X 7 IC. BUTTON HEAD NNPA STEP BOLT 5a Oj � 'S B BAR - r.` _ ' (1 /8 ADDED F/ BENDING) ak o "_°D — "�� ��•. B BOL W/ (2) HEX NUT (A 94 I , 1192 n• --7 � on 2 PLTES pD3 o • • -0 ai E SCAF TEMPLATE 1f5 s' RIOY F7m 1 TOP SETTING TE I • I I 1 Op 1 BASEPLATE b1 a 9W7 ^ 1 BOTTOM SETTING TEMPLATE 115 as at 1 RING el r — _ Ov 1 BAR dl t} RAD PL- 3/4 x 3 X 7 - 7/16 2 7 o 6 KELLUYS HOOK ASSEMBLY 6 ow 4 PIPE ct — 1 WHINING ROD KIT / 2 RINGS N1 IA 44:1 THREADt S60A1 - OC80 37 o 4 ANGLES h1 .0 � e 7 /t6m HOLES • 1 BO' SAFETY CLIMB KIT 27 1 . t 3 STEPLUGS NOl s 2 bt. S G! _ '�� G • 4 tm BLK HN (T.O.) _ N Q g a• rim ^ SS r 1 SAFETY - ClA® HARNESS • 2 PLATE N12A ,„ & IY A -325 JADON HEX 16715 gi N g �� StD. NEW NUTS B 3/80 X 1 C B.W /HN _ = T0 � II e A S V 1 � 1 PLATE Fl 2 PIPE f t 2 3/80 X 5 G BOLT m NAIL 61 1 t 6' ( 2 t D(ES W /ANCO LN R - 3/16 x 6 1/2 Y t' -} 1/2-El BRACT ,� WELDING DETAIL F/ 3/ 16 • '' . 1 -261 TDP N m _ n WWDH LE -'I IIl7l A ° e T BZ a SHOP TO ASSEMBLE TO ACCESS j1 B _ � �Ia GALV BOLTS W /HEX NUT T i AFTER GALVANIZING W/ 2- 3/B X 1' UPPER U MTG. BRACE C i „ tj g � i IT ........7%., '^o (B� 2; X % /4 • I IC T START ^ R f 0 -6 - A36) -NI6 ■�. E - .. «g g am tan SHAFT ICI Oe CA 0 F ee l ee .- (TTP) 4-1-1 X I x; x 4 Cr-11-hl J FOR HESS THAN 1 K o t °e s B' x 21' =SS oP1781c " • g 1 1 1 1 _ • "ill s' wD 2 1 • K OPPOSITE FIATS g 11/ 24' (' S 2 MAG 'x ES 1 Or T e eY zs r w a h r . () 4 LS-379 CABLE TOTAL GALV. STR. & ACCES. WT. 13387 7/16 MS rig r C 11 � 1 iii& (1 DID>E A55Y. AA - - + t 1 � rani TOTAL ANCHOR BOLT do TEMPLATE wT. 1422 • P „ Z - TE I Tr N/ D Y O O�R t MT 17 $ I 11 u u w i. - 2 ) ' 7 t6 �1�1�. , ALL POLE DESIGNS ARE BASED ON THE FOLLOWING • S b q 4 D I rt .ALL r x 3, 4 IN RING C 12 1/2X 5,,6 B � , 1 „I RE ( 5OKSI) FO x 7 -2 1/2 IANXE 2 1 x 0 7 1/2 3/B SAFETY CASE 1. 90 MPH WIND (SU(SURVIVAL) T 3/16 INRCG OYER RATE Y 4 X A36)_N17 GIBE V IF i ' 1 I OIE t RAts 3 e 9 1/ n 4 0 B,ro, CASE 2. 78 MPH WIND w 1 2' ICE SURVNAL w is c7 1 CO a • © 9 X 24' ACCESS POT CASE 3. 50 MPH WIND ( ) • AA ® AB PO NT P00(f I I ANOCR DV FAGF ASST- ART 2.06i1.3.73 REIN RING MINI -NI IA • 'VFR PIAIE DETAIL - N17A I I B AC =mum SCCDON to' PRolcncN • 5 % P4' ACCESS OPENING 910P TO ASSEMBLE ID POLES AMR I AD RR ALL 51ERUGS o I��ILo_ , M 1 W/ 4- 3/84 X 1' GAM BOOS iii��: DESIGN BASED ON EIA/T1N STANDARD ON( TYP LS-262 IIOTTOU (EIA/TIA- 222 -E MARCH 1991) BOTTOM evn. ASST. OF FIAT AE AC °' \ �- .t} r T I D G. Y BRACT. •Nt6 NOTES • AH " � iiiisillr .- A 100% PENETRATION 'WELD IS REQ'D C) • A K 8-16.1. lo-0 AB'1 Ix 7s i ' LOCATED •:.n � Gt An i F FLAT T ' . FOR LONG. WELDS 1N SPLICE AREA FEMALE END A K - sP8OIoK 43K1st : � , i - AN 0 lig C r ■� sp., ORIENTATION NOTCH TO BE S (GRIND INSIDE FOR PROPER F(T • AP ALIGNED W/ NOTCH ON TOP w 2.- G RIND OUTSIDE WELD TO ASSUR ( END) y = �� I SETTING TEM P LATE P LATE Hy N I�� .." PROPER FR OF POLE AT SPUCE.(MALE END) ` AT �+ �� smpPE 3 /el x o -1 K BAR 1 x I/1 Y 0-2 -d1 , I 3/1 •r. TYP B�t i AS AR uL 3 - O ° L P NG. WELDS TO HAVE A MIN. AW _ ����.� �I r Ales • s _ in R PENETRATION (UNLESS NOTED) � s s1 BAR J x 4 1 x T -9 7/t6 �1 u + +�� o>TPE 3/b x 0-2 -I R- 3 /I6 x 19 3/16 x 2 -10 1/2 -n 12T `�v�I PREFIX ALL MARKS W/ 51 �"�'� WJINW MODE L MDC ( F ►XT 1 �� Kw R K Y K it x K -R x III MATER BILLED FOR Ili - ONE POLE ALL AR TIDIES AR 2 P /16 It ~�'� 2n 49 , 4 tat (so ■�7 Baoo 19e usa+ 0.0 Soo 11.1 I t 1 t t t� 51, 519 * - 1/64th • MAKE — ONE — TIME F ITEM # 1 ,u,,a 10 iA t0 :: guss 13P31 ���I !t D G TIP �� �s o ER STENCIL N80 �A 10 1, ' rrTlo�c oE1rn F/ A[[TSS Ix1OR �� • NAPCO DESIGN N0.3511 110RYNG STEP ,,,.1 Rom nnnRRK c_ BDIr Q*t! "y gir CUSTOMER P.O NO. 156136 0 E C 1 FOR POD 32' aR IAYK Fat POLLS LESS TT4w u' WORMS sTTrwts ON Pat TO BE ' • AT'PROIOWmT S-6 Bang CORER - 1 NAPCO 1 OF =ANC WAS R 'E sr 0 olom _ North American Pole Corporatloc FLE • SITE NAME PFAF P.O. Box 70350 r SOX MGM Fort Worth. 1X 70178 w SOX MD THIS DRAWING IS THE PROPERTY OF NORTH AIAERICAN POLE CORPORATION s NOTES: DRAWN By BoeelE �'D : 4 AND SHALL NOT BE TRACED OR REPRODUCED IN ANY WAY WITHOUT ? ALL STEEL TO BE wsnl Ash UNLESS NOTED DATE GALVANIZE TES HOLES AS NTD• UNLESS NOTED PROJECT STEEL MONOPOLE 80' -0 OB No. 44 INDICATES HI -STR. STEEL W /50 KSI YIN YIELD POINT TRACED PATE 96 - 35t REM. BY Wier • : eA°Q a t e WRITTEN CONSENT OF NORTH AMERICAN POLE CORPORATION 1 CHECKED BY DATE PAINT ' NO B OLTS '� NTD UNLESS NOTED CUSTOMER A.T.& T. WIRELESS SHEET NO. REV REV1510N DESCRIPTION _MADE BY_END BY_ war R 1R TO BE SPEWED APPROVED BY • DATE c•o.nr•cc fro, A - o REQUIRED LIST • NO DESCRIPTION MARK MATERIAL REQUIRED LIST d e 3 CHANNEL • N41 _ QTY. DESCRIPTION Mx. NO. Bu0( WT. f 3 CHAVNEL N40 Q A', 11 r II 1'. Y I I I ry ® J CHANNELS N41 353 h 3 CHANNEL N32 tl � ■'■, t2� X12 fi � �"�_ j 3 PLATES N30 6 15 I • 6 15/16 ~' ^ �� 3 CHANNELS N40 153 ■I�i 7 ■�1■� k 12 PLATES N31 __I __._G_ I� 3 CHANNELS N32 89 m In __,111M1 .��sc= �l�i� Ili 4• � ��■ �� _5' 3 PLATES 1430 17 P l — ■■■ a u._I) z '• 1 ' 9l/2 12 PLATES N31 70 s Ell _ r 3 -I' r r -I'. I I' -I r J I r 3 cRAnNC E2 238 I n Mill v 3 3 3 3 - �!• ■i:: -" 3. liq . w 3 GRATING E2 2 6RAIING F2 50 2 GRATING F2 PI -1/2 X 4 1/7 X 0' -9 - N30 11' -1I' C7 X 9.8 X 1t -0 -N41 0o C7X9.8X3 -N32 I CA>E Cl 30 cc t GATE G2 1 TOP EXTENSION A2 793 od 1 GRATING >o IIIIIII 12 ANTENNA MOUNTS Al 335 IL oe 4 BAR e2 of 2 BAR f2 09 2 PIPE q2 . 1 2' RAD • 6 15/16 �) ° IIIIIII 6 ANGLES B3 221 ( ' oh • 2 3/80 X 5 GALV 1:11D _,L V2 PUTS 1 1/2• w 37 15/16 X 3 -7 13/16 - 3 PuTES CJ It ak BOLTS W /L.N. 4 7/• II Ok 17 1/20 x 1 1/4 GBOLiS w/ 111(A.325) 3 on 1 TOP EXTN. A2 4D1 I 2• > . ' ✓ 113 1/20 X 1 1/2 G.BOLTS W/ 114(A325) 22 Os 1 PLATE °2 - 1 L • ; �``�� `� � Q 16 1/20 x 3 G.BOLTS W/ IN(A325) 5 os 1 PIPE N38 ^, MIM iro _ _ • at ��. i i. et a (ORATING 1 X 1/8 X 4' -5 X 6'-0 7/16 -E2) 0 ,„ I BAR N39 I , P O• \ , pl �� I �� ARROwEID TYPE WA (W -t9 -4 25 t /2r X 3 1/2 G.BOLTS W/ LN(25) 8 o Ow 1 COVER PLATE N33 7 EQUL 16 CALV.BEV WASH F /I /20 BOLT 2 1 1 OVE X 1 1/2 GALV PL'1 /2 X 5 X 0-B 1/4 -N3 0 _i , 0 (W-19-4) OR EQUAL CARR. BOLT W /L.N. . �e�. 2 1 /20 N.V. U -BOLT W/ 4 HN. 2 111..111111 r-fr 24) 7/84 HOUS magi"! C7 X 9.8 X 5' -7 1/2 -N4Q ON A 2Tr B.C. SPACED - - - -- ' - — ■ TOTAL BLK. WGT. OF STEEL = 2360 • Is APART TOTAL GALV. WGT. OF STEEL = 2502 TOTAL GALV. WGT. OF BOLTS = 42 TOTAL . ALV. WGT. = 2544 `r �j} � Art4 r IIII Y2 e2 , 'I/4' TYP ° 3• 1 A � is U-BOLT W/2 HN. EA B I. ,1, 3 /8r X 5 CALV : WAIL - .1 N D ,11 ( ASSEMBLE r GALV) g2 `'� �/ E N41 PL- 3/16 x 14 x I' -2 ffo C-7 II 9.8 -C7 F G -2 1 COVER PI ATE - N33 JC 1 % 1/8 X 2' -4 X 3' -D 42) H SHOP ASSFMRIF TO e2 ARROWRROw Dp TYPE WXA (7/ OR EQUAL J E2 TOP WELDED ASSY K /o AFTER GAI V, M 120' 0• P1 N31 N40 NJ1 _ 41 U -BOLT F/IANYARD ATT. P / E:_ . 3' -Ir -i 9 16 ` SO. HOLE S U -BOLT F /LANYARD ATT. - 1 x 1/4 x 0- 1 7/16- e2 VIEW A - T `I }3410341D FZ 1 �� \l' F2 4 ' I ' AAR- 9 x 1 /a x 0' 11 7/8 N39 ' 1 \ 1 AA ♦4'''' ``` w 3 - 11 16 i 11 0 HOLES SPACED 49 ` AC �� )1 � 1 1 0 — t o _ -_ APART S AD .�., �� ,I 3/ t 6' AE % i,i- C , 1 3- 10 X II PORTS DESIGN BASED ON EIA/TIA STANDARD AF AG N ` \� �\ W1 '• 17' STD PIPE X 1 -6 -N38 2I ARI (ElA/TW -222 -E IAARCH 1 991) /� \ �� N40 .Y ` , AFT ., Nq :.a» ICELLUNS HOOKS AM � ` , , ' 0 /,,�/ — ff E ENLY AROUND PPE C rn ALI AN J ``` N31 ��' ' � 0 � � -a'� V' AP �� �� A2 .I /� 4. t _ . , _ �"'�� V' AS N I } � F2 ` } AT �■ • • � � �__— • . , ( r � + A n N G 1 x 1/R x 7 4 x 3 -0 -c2) PREFIX ALL MARKS W/ 51 AV :. . - 1130 4 hal Ti • a.11 ,r1.N . AW ,� N31 N31 Ameow TYPE wXA ( -19 - + ) OR EQUAL • MATERIAL BILLED FOR ONE PLATFORM 7 0 143z a MAKE - ONE - TIME F/ ITEM # 1 K BAR- 2 x 1/4 x 0'- 6 7/8 F2 r • / � � N41 , 3' -4' Y-4" 3' -4' Si ., GRAM ANTENNA MOUNTING • ■�11_' u' °2 NAPCO DESIGN NO.3511 DEC 12 ME i �..r� .,. ���1��..� l 1996 ALTERNATE MOUNTING I STD. PIPE 3/130 X 0' -3 -g2 CUSTOMER P.O NO.156136 MOON •1` = $FCTION A -A I `1 /4' l NAPCO I SITE NAME PFAFFI F North American Pole Corporation P.O. Box 79350 _ _ Fort Worth, TX 76179 r m e E� T n o — ' NOTES: wuWN Br BOBBIE DATE 12 -96 _ YES AS NTD. PROJECT 12' -O PLATFORM JOB NO. " THIS DRAWINGS THE PROPERTY OF NORTH AMERICAN POLE CORPORATION 3 ALL STEEL 70 BE AS7Y A36 UNLESS NOTED GALVANIZE YES UNLESS NOTED TRACED BY DATE 96 - 351 R. xw r� I��D� AND SHALL NOT BE TRACED OR REPRODUCED IN ANY WAY WITHOUT E INDICATES NI -STR gTEEL w /50 K51 YIN tIE1D POINT CHECKED BY DATE p uNT NO BOLTS AS 'OD- UNLESS NOTED WOL 00.6) WRITTEN CONSENT OF NORTH AMERICAN POLE CORPORATION e N TO BE sPEp SERVICES.INC. 2 ■D FlEO C A.T.& T. WIRELESS S HEEP NO. L. e�T x arAP�o . ALL OxmM _ REV REVISION DESCRIPTION NAM BY CK'0 BY_ DATE APPROVED BY DATE ' e REQUIRED LIST c NO DESCRIPTION MARK d 1 3 76' e 12 ANT.MTG. .. A3 J II' -J 1/8' 3 1/16' 2 f 12 PIPE o3 I J • h 12 PLATE b3 11113. AI j - CA OSL = I' 2 -7 1/2' 111 k 6 ANGLES 83 - 3' -J' in 3 PLATES C3 Q PL- 1/2 X 5 X 0' -5 -0.7 P 1-0 3 3'-4' 3' -4' 11' �' '- B II' - 11 . L - 3 X 2 X 3/16 X 12'-0 -B3 ! � .- �cl t v 2i SID PPE X 6' -B -a3 W C3 Do it 6' -8' 3/16 • ab �I \ \� WELDED ANIFNNA 1116.- A3 ac .,/ \, od oe of ag 5516' ah aj . 4 ak orr 1 3 an I, op z/ \ 09 at n � a_i aV a W BJ 133/ 7 a..i... \ .... A3 ) _ PL- 1/4 X 5 X 0' -10 13/16 -C3 #111:41LI 1 .1 A B C E F ,... IiillimImmowwweimmir \ t., G ��� 4 H 0 a 0 0 —• J 4 -1/2 X 1 1/4 K 63 M N P S T V W AA AB ANTENNA MOUNTINGS AC AD AE AF - - - - AG 0 AH . AK N AM BJ • - C AN 1 -1/2 X 3 I/2 cin AP I r - -- ` �. AS AT AW PREFIX ALL MARKS WI 51 e A MATERIAL BILLED FOR ONE PLATFORM MAKE — ONE — TIME F/ ITEM # 1 let K _ 1 -1/2 x 3 1/2 m J r NAPCO DESIGN N0.3511 i�1�i morwoommowwwwwir ir1��■iNIl ~ 12'-0 %AVOW (SEE SHEET 1 2) CUSTOMER P.O NO.156136 DEC 1 2 l e c 4-1/2 X 1 1/2 3 r-4 _ 3'-e I NAPCO North American Pole CorporaUoo SITF NAME PFAFFI F P.O. Box 79550 ro' s° e0D U]'G'w Fort Worth. 17 70179 un 4 NOTES DRAWN er BOBBIE DATE _ YES .106 NO. THIS DRAWING IS 11E PROPERTY OF NORTH AMERICAN POLE CORPORATION ALL STEEL TO B E ASTM A J 6 UNLESS NOTED GA LVANIZE HOLES NTD UNLESS NOTED PRO JECT HA NDRAIL F /1 - n'o' � N _` AND SHALE NOT BE TRACED OR REPRODUCED IN ANY WAY WITHOUT 2 ■ INDICATES M -S7R S1EEL W/50 KS YIN YIELD POINT m p"DATE PA BOLTS UNLESS NOTED Mgr YES � PLATFORM SKEET N REV. �� CUSTOMER A.T.dt T. WIRELESS SHEET No. onaT a srnottri WRITTEN CONSENT OF NORTH AMERICAN POLE CORPORATION REV REVISION DESCRIPTION MADE BY on ay DATE W N TO BE SPECIFIED APPRED BY DATE SERVICES INC 3 Q D • ANTENNAS k TYPE ANTENNA ELEV. LINE 80' -0" - _ (9) CELWAVE PD10201 80' -0" 1 5/8 20.0" MONOPOLE REACTIONS (3) CELWAVE PD10041 80' -O" 1 5/8 OVERTURN - 1260.1 FT-K SHEAR - 19.8K — Ln _ DOWN - 1 1 .8K 1 c° !„ I GENERAL NOTES: 0 1. MONOPOLE IS DESIGNED IN ACCORDANCE WITH EIA /TIA - 222 -E FOR 90 MPH. WIND AT EL. 33' W -1/2' RADIAL ICE. 2. MONOPOLE STEEL ( MIN. STEEL YIELD) - 50 KSI. & NOTED. 44' -4" i I 27.22" 3. CONNECTION BOLTS ARE A -325 HIGH STRENGTH BOLTS HOT . i DIP = VANIZED ! E W /LOC - RS : ► - • - UT. ? - 40'3„ • 28.75 BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TIGHTENING N METHOD. BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTION o AND BROUGHT TO A SNUG -TIGHT CONDITION. THIS MAY BE ATTAINED II co BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF rx A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN Li AD 1 TIONAL 1/2 TURN PASSED SNUG - TIGHT. ~ 4. MONOPOLE AND AC -- TRIES A' OT DIP ALVANIZED) IN 1. ACCORDANCE WITH ASTM A -123 FOR STRUCTURAL STEEL, ASTM A -153 In OR ASTM B -965 CLASS 65 FOR HARDWARE. N — 24' -7" - 30.80 5. DESIGN ASSUMES ALL TRANSMISSI ❑N LINES THROUGH THE INSIDE OF MONOPOLE. o — 2010" 32.57" 0 Ln co ce 4YP •0. In \ ���EO Fs ATV PROF in ma c,, tN G 45 c- 18789 P.E. cc SEE BASE FOUNDATION PLAN VIEW /i TYP. ASSEMBLY PL. DWG. O ,. OREGON / II 36.21" 0 <%0 "\-' 17.\996 53 TH-___111 , '�'orma'a I I I l ' • � Z. R06E�� w N H t 111111 III III EXPIRES 12/31/98 — O a W w w I I I ^ Ilium I III= NAP A P CO _ N (n N TI-1 1 11 ffiff PFAFFEL STREET SITE - TIGARD, OR. 80 MONOPOLE DRAWN BY DATE J ❑B# — A.F. 11-26-96 95 - 351 A 1 -2 -97 REVISED NOTE 3 _ A.F. DRAWING NO. NO DATE REVISION BY POR 1 19 96N • ANTENNAS TYPE ANTENNA ELEV. LINE 80' -0" '� (9) CELWAVE PD 10201 80' -0" 1 5/8 20.0" 0 MONOPOLE REACTIONS (3) CELWAVE PD10041 80' -0" 1 5/8' OVERTURN - 1260.1 FT -K I SHEAR - 19.8K _ _ DOWN - 1 1.8K in `° II E _ GENERAL NOTES: cc 1. MONOPOLE IS DESIGNED IN ACCORDANCE WITH EIA /TIA -222 -E FOR 90 MPH. WIND AT EL. 33' W -1/2' RADIAL ICE. 2. MONOPOLE STEEL ( MIN. STEEL YIELD) - 50 KSI. & NOTED. t 44' -4" 27.22" 0 3. CONNECTI ❑N BOLTS ARE A -325 HIGH STRENGTH BOLTS HOT . i DIP GALVANIZED) COMPLE W /LOC. WASHERS AND HEAVY HEX NUT. - 40'3" `t 7 = 28.75 0 BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TIGHTENING N METHOD, BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTI ❑N o AND BROUGHT TO A SNUG -TIGHT CONDITI ❑N. THIS MAY BE ATTAINED CD BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF II tr A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN Li ADDITIONAL 1/2 TURN PASSED SNUG - TIGHT. a co ~ 4. M❑ OPOLE • ■ 1 ACCES t "IES ARE (HOT DIP GALVANIZED) IN C ACCORDANCE WITH ASTM A -123 FOR STRUCTURAL STEEL, ASTM A -153 CI OR ASTM B -965 CLASS 65 FOR HARDWARE. N -- 30.80 30.80 0 5. DESIGN ASSUMES ALL TRANSMISSION LINES THROUGH THE INSIDE OF N 1z MONOPOLE. _b -- 20'0" co 32.57" 0 'n `1 co '4y& cc �. I � o PR lo � ti � ' 8 91iEE9 s /O �,� 1 87 89 P. SEE BASE FOUNDATION PLAN VIEW ' , /Al� i• TYP. ASSEMBLY PL. DWG. A OREGON II 36.21" �� sFpT 17 ,,996 � � ' 0 L. R06Et w � N in __ I I I I J I I I I I I I EXPIRES 12/31/98 O H N Mill III I I a w w w III; ;; 1-ffl NAPCO PFAEL STREET SITE - TIGARD, OR. 1i ' 80' MONOPOLE DRAWN BY DATE J ❑B# A.F. 11-26-96 95 -351 A 1 -2 -97 REVISED NOTE 3 A.F. DRAWING N❑. NO DATE REVISI ❑N BY POR 1 196N T ANTENNAS • TYPE ANTENNA ELEV. LINE 80' -0" I (9) CELWAVE PD10201 80' -0" 1 5/8' ° _ 20.0" MONOPOLE REACTIONS (3) CELWAVE P010041 80' -O" 1 5/8 i OVERTURN - 1260.1 FT -K _ i SHEAR - 19.8K _ DOWN - 11.8K in co II 111111 1 GENERAL NOTES: cc 1. MONOPOLE IS DESIGNED IN ACCORDANCE WITH EIA /TIA -222 -E FOR 90 MPH. WIND AT EL. 33' W -1/2' RADIAL ICE. 2. MONOPOLE STEEL ( MIN. STEEL YIELD) - 50 KSI. & NOTED. -- 44' -4" 27.22" 3. CONNECTION BOLTS ARE A -325 HIGH STRENGTH BOLTS HOT t • 7 II DIP GALVANIZED) COMPLETE W /LOCK WASHERS AND HEAVY HEX NUT. ? -- 40'3 ___ 28.75 :OLTS HALL BE TIGHTENED BY THE TURN -OF -N T TIGHTENI G N METHOD. BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTION o AND BROUGHT TO A SNUG -TIGHT CONDITION. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF II cc A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN Li ADDITIONAL 1/2 TURN PASSED SNUG - TIGHT. 1-- 4. MONOPOLE AND ACCESSORIES ARE (HOT DIP GALVANIZED) IN w ACCORDANCE WITH ASTM A -123 FOR STRUCTURAL STEEL, ASTM A -153 o OR ASTM B -965 CLASS 65 FOR HARDWARE. N -- 24V-7 30.80 5. DESIGN ASSUMES ALL TRANSMISSI ❑N LINES THROUGH THE INSIDE OF N MONOPOLE. zd- b -- 20'0" 32.57" 0 co j Ln co cc � �► �_. .• . lo Ais Op I�' EO PRO Fs s \ c � E NGIrJE Ey v 18789 P.E. in 9 SEE BASE FOUNDATION PLAN VIEW C . I4/ TYP. ASSEMBLY PL. DWG. ® w ‘' OREGON / � - 36.21" l FpT 17. A � �, c� '1 1 I I -` ' ''I' I I I I L. ROBE� J III-1 —I I I III EXPIRES 12/31/96 — O \ Ww w L-- 111 - = _ 1_711 I- NAP C O N n N N C r) 1=1 _i I 1=1. I PFAFFEL STREET SITE - TIGARD, OR. 80' MONOPOLE _ DRAWN BY DATE J ❑B# A.F. 11 95 - 351 A 1 -2 -97 REVISED NOTE 3 A.F. DRAWING NO. NO DATE REVISION BY P0R 1 196N !q UTILITY CONTACTS GENERAL NOTES A. INSTALLATION SHALL COMPLY WITH THE LATEST RULES AND REGULATIONS OF STATE CODES (INCLUDING POWER; TELEPHONE; BUT NOT LIMITED TO, THE NATIONAL ELECTRICAL CODE, NATIONAL FIRE CODE, LIFE SAFETY CODE, PORTLAND GENERAL ELECTRIC GTE NORTHWEST UNIFORM BUILDING CODE, AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION). CONTRACTOR 14655 SW OLD SCHOLLS FERRY RD P00 BOX 23416 TO FURNISH WITHOUT EXTRA CHARGE ANY ADDITIONAL MATERIALS AND LABOR THAT MAY BE REQUIRED BEAVERTON, OR 97007 TIGARD, OR 97281 -3416 FOR COMPLIANCE WITH THESE CODES, EVEN THOUGH THE WORK MAY NOT BE SHOWN ON THE DRAWINGS. MILO STARR JIM WIESKAMP B. CONTRACTOR IS TO REVIEW AT &T WIRELESS' "FACILITY GROUNDING AND SURGE SUPPRESSION STANDARD" (503) 590 -1241 (503) 620 -5943 PRIOR TO STARTING WORK. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO C. CONTRACTOR IS TO REVIEW AT &T WIRELESS STANDARD ELECTRICAL DETAILS AND SCOPE OF ELECTRICAL CAREFULLY COORDINATE ALL ASPECTS OF SERVICE WITH THE WORK PRIOR TO STARTING WORK. RESPECTIVE UTILITY COMPANIES. D. REPLACE, WITHOUT ANY ADDITIONAL CHARGE, ANY WORK OR MATERIAL WHICH DEVELOPS DEFECTS, EXCEPT FROM ABUSE, WITHIN ONE YEAR OF COMPLETION. AT&T WIRELESS CONTACTS E. CONTRACTOR IS TO VERIFY ALL SPECIFIED SITE EQUIPMENT AND DEVICES FOR CORRECTNESS OF FUNCTION AND FIT PRIOR TO ORDERING. NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND. FIELD CONSTRUCTION MANAGER: PROJECT MANAGER: F. VERIFY THE SERVICE INSTALLATIONS AS INDICATED ON THE DRAWINGS WITH THE SERVING UTILITY LYN CARTER KATHLEEN CREIGHTON COMPANY. UTILITY COMPANIES MUST BE NOTIFIED -PRIOR TO WORK START -UP. (503) 720 -1634 (503) 306 -7480 G. ALL REQUIREMENTS OF THE SERVING UTILITY COMPANY SHALL GOVERN THE SERVICE INSTALLATION AND TAKE PRECEDENCE OVER THE DRAWINGS IN THE EVENT OF VARIANCE. H. BEFORE TRENCHING, SUB- CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES. COORDINATE WITH SYMBOL LIST GENERAL CONTRACTOR AND RESPECTIVE UTILITY COMPANIES. I. MAINTAIN 12" SEPARATION BETWEEN UNDERGROUND CONDUITS AND CONDUCTORS WITH SEPARATE FUNCTIONS: (GROUNDING, POWER, TELEPHONE). SEE DETAIL 2/E6. O 1 SHEET NOTE DESIGNATION J. AFTER BACKFILLING OF TRENCH, INSTALL SOD, SOIL, OR PAVING TO MATCH EXISTING SOD, SOIL, OR 0 GROUND ROD PAVING REMOVED DURING EXCAVATION. I--I GROUND BUS K. CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING CONCRETE FOOTINGS OR IN- GROUND UTILITIES. ROUTING OF CONDUITS SHOWN ARE SCHEMATIC, COORDINATE WITH AT &T CONSTRUCTION MANAGER. --+- GROUND CONNECTION L. ALL BURIED GROUNDING CONNECTIONS SHALL HAVE AN EXOTHERMIC BOND, UNLESS OTHERWISE NOTED. - G GROUND WIRE BURIAL DEPTH SHALL BE 24 ". - P POWER CONDUIT M. CONTRACTOR TO TEST BUILDING GROUND RING TO MEASURE 5 OHMS OR LESS, - T TELEPHONE CONDUIT N. ALL GROUNDING CONDUCTORS ROUTED FROM OUTSIDE OF BUILDING TO INSIDE OF THE BUILDING TO UTILIZE PVC CONDUIT SLEEVES PROVIDED WITH PRE- FABRICATED BUILDING. 0. ALL UNDERGROUND CONDUIT IS TO BE SCHEDULE 40 PVC, (SCHEDULE 80 PVC IF USED FOR UNDER ABBREVIATIONS S STREET E CROSSING). ALL ABOVE GRADE CONDUIT TO RIGID GALVANIZED STEEL WITH THREADED C CONDUIT P. ALL ELLS 1" AND LARGER TO BE LONG SWEEP, RIGID STEEL UNLESS OTHERWISE NOTED. ALL UNDERGROUND CONDUIT TO BE BURIED A MINIMUM OF, 24 ", AND RIGID SWEEPS TO HAVE A MINIMUM CU COPPER 36" RADIUS. GRD GROUND TYP TYPICAL , ` ���D PR�F c_ sG iN B O �, �' 9 75 9 Iv OR GON v -9 I 14,19'1C_ < ■ 4 E. MlA EXPIRES 12 -31 -96 MIN/ Capitol Plaza Building, Suite 200 Owner: P10. ISSUE DESCRIPTION DATE D RAWN , DESIGNED CHECKED APPROVED Project: Sheet Title: Sheet: E 1 of: 4 , II �� A PERMIT ISSUE LrI�Z� i s 9320 S.W. Barbur Boulevard AT &T Wireless Pfaffle Road General ' "`. :��c., Portland, Oregon 97219 -5609 1800 SW 4th Avenue Doc #: 9808-200B—D—E1 Phone: (503) 244 -9321 Portland, Oregon 97201 Cell Site Notes and Fax: (503) 244 -9352 'hard. Oregon Legends BENTLEY Contact: Greg Robertson - ; 1 .- , - a- i • . ` :1 r 1 i J T I rr . Ja r G / �' r r` ` GENERAL NOTE <>. !� f /)--j. , G A. ALL GROUNDING TO COMPLY WITH THE LATEST REVISION OF THE AT &T WIRELESS' T ; ' I rr "FACILITY GROUNDING AND SURGE SUPPRESSION STANDARD." r r r r 1 err' 40 -S \ / ; I . • O i G / •A ) f SHEET NOTES ; t �' j •� G 1 EXISTING BUILDING GROUND RING. r i N v � , i G ► / 1 `. - - � ,' r , , r` f �. 2 PROVIDE #2 BARE SOLID TINNED COPPER TOWER GROUND. RING, MINIMUM 24" BELOW , � ' ; • GRADE AND 24" FR THE TOWER FOUNDATION AND ALL FOOTINGS. 24" MINIMUM G ` r / l RADIUS: BOND TO GROUND RODS. • (; ---,, i`. ,�' • - © � , `. C O3 PROVIDE 5/8 "x10' GALVANIZED STEEL GROUND RODS. BOND TO GROUND RING. (-' WHERE SOIL CONDITIONS DO NOT ALLOW DRIVING GROUND RODS, PROVIDE SOLID N `` ' � - f { + COPPER GROUND PLATES, ALASKAN COPPER #1/4x12x12, 24" BELOW GRADE i (-, n WITH 6 ,. OF BENTONITE SLURRY, NATIONAL #ENVIR08, ON ALL SIDES OF PLATE. • r. 1 1 BOND GROUND RING WIRE TO EACH PLATE WITH (2) CADWELD SHOTS. - 1., *` T ` , O 4 PROVIDE #2 BARE SOLID TINNED COPPER BONDED FROM TOWER GROUND RING TO TOWER 4. Vii`` PER AT &T WIRELESS' "FACILITY GROUNDING ANS SURGE SUPPRESSION STANDARD ", �•• t,, / SECTION 2.2. TYPICAL OF 2. O . 1 N ;. .. � \ � 5 PROVIDE #2 BARE SOLID TINNED COPPER FROM GROUND ROD TO FENCE POST PEPROR FFAT &T `.., _ - 'j O WIRELESS' "FACILITY GROUNDING AND SURGE SUPPRESSION STANDARD ", SECTION 2.3. N:i Z' ' _ ., CONNECTIONS SHALL BE MADE BY CADWELD OR OTHER APPROVED EXOTHERMIC L` WELDING SYSTEM ONLY. ALL CONNECTIONS • SHALL BE NO HIGHER THAN 12" ABOVE r• 'r- • N. i., `� ` ,' THE GROUND. / 4 — ' ' N. % _. G. NEW GROUND RING - EXISTING GROUND RING -"~ J ' . ti ����.0 S F � 9 7 NE. �' l e GROUNDING PLAN v G OREGON�� . 1/8" = 1' -0 • q �Y 14,9 , IF E. M\AC EXPIRES 12-31-961 ® Capitol Plaza Building, Suite 200 Owner: NO. ISSUE DESCRIPTION DATE DRAWN DESIGNED CHECKED APPROVED Proj ect: Sheet Title: Sheet:. E2 of: 4 9320 S.W. Barbur Boulevard A PERMIT ISSUE �1�,'!S %:�Z�.� «V'!�eL __I Portland, Oregon 97219 -5609 AT &T Wireless Pfaffle Road Grounding Doc #: 9808- 200B —D —E2 = 1000 SW 4th Avenue L ; - Phone: (503) 244 -9321 Portland, Oregon 97201 Cell Site Plan and Fax: (503) 244 -9352 Tigard. Oregon g Notes BENTLEY Contact: Greg Robertson GENERAL NOTES _.. A. SEE AT &T WIRELESS' "FACILITY GROUNDING AND SURGE SUPPRESSION STANDARD ", / G "' -� G STANDARD ELECTRICAL DETAILS AND ELECTRICAL NOTES FOR REQUIRED CONNECTIONS AND ADDITIONAL WORK. r � -�� B. ALL GROUNDING TO COMPLY WITH THE LATEST REVISION OF THE AT &T WIRELESS' 7 ! ����G G O "FACILITY GROUNDING AND SURGE SUPPRESSION STANDARD ". C G � G ` �, SHEET NOTES I ,' • ' O BUILDING MOUNTED ANTENNA GROUND BUS, (AGB), PROVIDED WITH PRE- FABRICATED B U ILDING, G G � BELOW WAVEGUIDE PORT, (VERIFY LOCATION). CONNECT TO BUILDING / G `. r, f ; �' ,� �''', GROUND RING WITH #2 BARE SOLID TINNED COPPER PER AT &T WIRELESS EXTERNAL O . ? : �� / „. INTERNAL G ROUNDING SPECIFICATION 3.3 AND 4.7.1.3. PROVIDE 1/2” SCHEDULE 40 G t . • c: - / .. G / P VC CONDUIT SLEEVE DOWN WALL TO ISOLATE AND PROTECT CONDUCTOR. SEE G �~ `'-_ _.- ; } '.�� � DETAIL 1 /E4 FOR CONNECTIONS. • ; f i '"� .. d ; �� ` 2 PROVIDE TOWER MOUNTED ANTENNA GROUND BUS, (AGB), M.T.S #MTS -570 AT +74" le N AGB © G ,. f { i'., r,..,... O ABOVE FINISHED GRADE. CONNECT TO TOWER GROUND RING WITH # BARE SOLID �' G { ■ . //►►, f . ` , j TINNED COPPER PER AT &T WIRELESS EXTERNAL /INTERNAL GROUNDING SPECIFICATION • • ., N . ` 4.7.1.2. PROVIDE 1 /2" SCHEDULE 40 PVC CONDUIT SLEEVE DOWN LEG OF TOWER AGB O2 :>'•' O G TO ISOLATE AND PROTECT CONDUCTOR. SEE DETAIL 2/E4 FOR CONNECTIONS. G � O ADDITIONAL TOWER MOUNTED ANTENNA GROUND BUS, PROVIDED BY TOWER SUPPLIER, 1 ; Le 1 AT ANTENNA MOUNT LEVEL OF TOWER, (VERIFY HEIGHT). PROVIDE GROUNDING PER Q ' AT &T WIRELESS EXTERNAL /INTERNAL GROUNDING SPECIFCATION 4.7.1.1. CONNECT � k__ . � -- G # WAVEGUIDE SHEATH GROUNDS AS REQUIRED. O 4 PROVIDE #2 BARE SOLID TINNED COPPER GROUND CONNECTION FROM WAVEGUIDE ` BRIDGE SUPPORT .LEG TO GROUND RING PER AT &T WIRELESS EXTERNAL /INTERNAL GROUNDING SPECIFICATION 4.7. CONNECTION TO BE EXOTHERMIC WELD ONLY. . N N TYPICAL OF 2. N N N. O PROVIDE #2 AWG THW GROUND CONNECTION FROM THE WAVEGUIDE ENTRY PORT G TO THE BUILDING MOUNTED AGB WITH 2 -HOLE COMPRESSION LUGS PER AT &T )-- G � - WIRELESS EXTERNAL /INTERNAL GROUNDING SPECIFICATIONS 4.7.2 AND 5.4. N. t,0 PROF F ss i 0 BUILDING AND ,TOWER PLAN w 9 = /� 1/4" = 1' -0" 6 1: ;mil, OREGON v'9 ✓, Y 14,1 fi • ■■ IFS f. mv\ca EXPIRES 12 -31 -96 �� Capitol Plaza Building, Suite . 200 Owner: eo. Issas aescRar DATE DRAWN DESIGNED CHECKED APPROVS IN ■ 9320 S.W. P Project: Sheet Title: _ Sheet: E3 of: 4 Barbur Boulevard A PER ISSUE a Portland, AT &T Wireless = - Doc #: 9808-200B-D-E3 Oregon 97219 -5609 Pfaffle Ro Building and Phone: (503) 244 -9321 1800 SW 4th Avenue — Cell Site Tower Plan Fax: Portland, Oregon 97201 (503) 244 - 9352 Tigard, Oregon and Notes BENTLEY Contact: Greg Robertson —J ■ • ■ - • - y PROVIDE #6 CU. TO WAVEGUIDE SHEATH GROUNDS. VERIFY QUANTITY. • PROVIDE #2 CU. TO WAVEGUIDE BRIDGE SUPPORT LEG. TYPICAL OF 2. SEE DETAIL 1/E4, NOTE 7. PROVIDE #2 CU. TO WAVEGUIDE i + 717 T77 i ENTRY PORT. TYPICAL OF 2. O 0 0 0 0 0 0 0 0 0 0 0 0 00 SEE DETAIL 1/E4, NOTE 8. O 0 0 0 0 0 000 0 0 0 0 00 O O • ANTENNA GROUND BUS PROVIDED O 0 0 0 0 0 0 0 0 0 0 0 0 00 WITH PRE- FABRICATED BUILDING. O 0 0 0 0 0 0 . 0 0 0 0 0 0 0 # �� PROVIDE #2 BARE SOLID TINNED NOTE: SEE COPPER TO BUILDING GROUND FIBREBOND ; ; RING. PROVIDE 1/2" SCHEDULE DRAWINGS ' ' 40 PVC CONDUIT SLEEVE ON FOR ADDITIONAL FACE OF BUILDING PER AT &T INFORMATION. WIRELESS SPEC 3.3/4.7/4.7.1.3, DRAWING 3. . i 0 ANTENNA GROUND BUS (MOUNTED ON BUILDING , NO SCALE BELOW WAVEGUIDE PORT) 1 1 i - 4 4 PROVIDE #6 CU. TO WAVEGUIDE SHEATH GROUNDS. VERIFY QUANTITY. 777 • • • O 0 0 0 0 0 0 0 0 O O O 0 0 O O 0 0 0 0 O 0 0 0 O O O 0 0 O 0 0 - PROVIDE ANTENNA GROUND O 0 0 0 0 0 0 0 0 0 0 0 0 00 BUS, M.T.S. #MT -570. O 0 0 0 0 0 o•o 0 0 0 0 00 6" PROVIDE #2 BARE SOLID TINNED COPPER NOTE: TO TOWER GROUND RING. PROVIDE 1/2" SEE FIBREBOND DRAWINGS rii. . SCHEDULE 40 PVC CONDUIT SLEEVE ON FOR ADDITIONAL INFORMATION. TOWER LEG PER AT &T WIRELESS SPEC ,Ra PROF £s 3.3/4.7/4.7.1.3 DRAWING 2. � �- G 1 , E • © ANTENNA GROUND BUS MOUNTED ON TOWER, AT � _ _ nip N izT O SCALE +74" ABOVE FINISHED GRADE) .r '� r ORE OREGON v-f ZY 14,A , E. MV\ EXPIRES 12 -31 -96 r , ■■ Capitol Plaza Building, Suite 200 Owner: —_ N O. ISSUE DESCRIP?lON DATE DRAWN DESIGNED CHECKED APPROVED Project: Sheet Title: Sheet: E4 of: 4 I. 9320 S.W. Barbur Boulevard AT &T Wireless Pfaffle Road Electrical A PERMIT ISSUE AMAMI ni �'Iti: =!'[/__ Doc #: 9808- 200B -D -E4 Portland, Oregon 97219 -5609 Phone: (503) 244 -9321 p r�tla, Cell Site Details Fax: (503) 244 -9352 Tigard, Oregon BENTLEY Contact: Greg Robertson .