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Plans (16) __.. ..... ... ... OFFICE COPY i SFE' ,a r... Stateoi. C,", ., 4l sxct:�� = Specialty Code x MR 2 2023 g < z Concrete and Reinforcing Steel CITY Ow'iGAFI, i x 9UELD1NG QWISIat, t � Betts ins si. in Concrete ►��������� 0 Special tAorn nt Fir;::st:rg Concrete FrameL.:..,,, _4,... 0Reinforcing steel&i'r®stressing Steel Tendons x 0 st toad Wei;;ing ,13i, n= o d e C� ND FAN CABINET ►.-...�.\ G hityh'Shur yFi:dolling x � g 0 Structure' ?_:_ rry I. j.� w z �♦..♦�.. ICE BRIDGE �' Q 0 Reinforced G'sur;7 Concrete I. .0 ♦� LLI ❑ lrrsu'I :7g Cor�rete Fill o J Spy `e., Re-r isY e Materials •i•�••�•�l w WOOD POLE N O Pu-ige Drilled Piers and Caissons M S3ssatw e 8 10 Sg7cfii.^i Gr^= '•g,Excavation and Filling x0 — Srrarte- recc a Syterns a ip I. v x 40 `w uos erg d@JW D. x OFFICE COPY, 0 CITY OF TIGARD. x REVIEWED FOR CODE COMPLIANCE ZO Approved: \1 ] Q w CHAIN LINK FENCE�xillup - 4 OTC: ( I > Permit#: Z[� a' c7 n n aY_ CJD H Z x CO Address: 4 -7 0cac, r ; P,vJ J Lh —.I a Suite : tY g I— gr�� 1 Date ��-'�'2�� Ce 1-1-1p 11-1-1 W � CO O J W 0 I' U) CO ``^ v/ r Ci`l Y to; TikaARD �x x x x — x —x —x x x —x —x —x — x —S Approved by Plannit O O o_ Date: - Z Initials: _ . } u_ 3 /�� 033 cn oc— T Z Z n n m cc. Co L 2 Gl y Gl a p p re—a--'"--) / ....„.,s....,....„...,.........,,,,„. a IP U ° a a spa pa 00 3 03 v 0 m _ j rlJ :":i W ti J Cr) ,r �0 n LI vilj Cr `I.. 0 OS X. � m I 1 pp� c m 4. LC 1 II n rn m m X' z 0 GI n m z ; Z .- "-- c z O v C REV, DATE REVISION DESCRIPTION DRAWN DEGNR. ENGR, CHK APPD. SFRYGNLOO SCHOLLS FERRY SUBSTATION /G Portland 1 06/23/22 FIELD AREA NETWORK GENERAL SITE General T 1F1 `/ Electric 1 ° 1020 OVERALL CONDUIT PLAN LEGEND NOTE: 1. MAKE GROUND CONNECTION TO THE CABINET WITH 19N9 CONDUCTOR < Ell COMPRESSION FITTING X AND ONE-HOLE LUG. v -_ 4 11 4 I 4 — 250 MCM BARE STRANDED WIRE g _ 4 A EXOTHERMIC CONNECTION GROUND TAIL 19N9 1 4 d — - - — 4/0 BLACK INSULATED DOWN LEAD z I 4 ° o v v 4 . 4 4 4 3 " ° Fe ce • CABINET GROUND Q . 3 CONNECTION I f .4 4 W ce v 4l c ad v v' dv , / ,a . \ 4\ .I CABINET EXTERIOR / �♦.�♦ GROUND LU \ GROUND BAR Li / CONNECTION N / N CI \ O O / Y A \ ub�/ — v \/ ••.‘ ...„,...)..• \ cA._ 70 damm' I. ° a°t.7w -------- - - - - -- - - - - —--— - - --- -�■-�- - - - S PIER FOR ICE /F/ BRIDGE POST \ \<."---...77IT, z \ \ 0 Q d \ \ U) W (, Z \ \ C/) Z \ LOWER GROUND BAR >' of o \ \ GROUND CONNECTION W 0 \ LwL Z (Et .� N. J COMM WOOD POLEN Q W O LIGHTNING ROD U) r GROUND CONNECTION O 11 O - -J $ o_ Z co i,— NOTES: R 1. CUT PIPE AS NEEDED FOR A TYP LENGTH OF 3'-0". U 2. CONTRACTOR SHALL TOUCH UP WITH ZINC RICH PAINT WHERE THREADED ROD WAS CUT. It 92'-6"AGL TOP OF WOODPOLE 88'-0"AGL 9tPUCTUR.1 5 AMPHENOLCX06X24X00 EO PRO; \ - ANTENNAS(TYP OF 2) � .. saGI NFF. /� 90834PE• r 111.4 COAX GROUND 80'-0"AGL p6 KIT(6) OREGOø ;u. w 1/2"SUPERFIEX JUMPER . .0:EG,2 �q GA LAGROUND BAR " . Q GROUND WIRE Exp.6/30/2023 ouc�,-w. 0 LIGHTNING ROD ou=wmoo-n.. WW.wmrp,Dc=ei 173mz05'0C Q 4/0 GROUND n:xsrasoa W CONDUCTOR 88'AGL -i PO EM WOOD Si 87'-0" PLAN VIEW 'O- u R 6 I - m od°1 6.S9 W `/ 4'LIGHTNING ROD MANUFACTURER:VALMONT W P/N:B-964 = IX AZ 5° AMPHENOL CX06X24X00 ANTENNAS Q WITH MOUNT PIPE CONNECTION PIPE CAP Z P/N.MKSO9T02(TYP OF 2) MANUFACTURER:VALMONT ¢ j Z PA':8-1464 _ MOUNT PIPE 1i1 (n W I- 0 MOUNT PIPE MN:P296(TYP OF 3) PRO MANUFACTURER:VALMONT CO I- j MANUFACTURER:AN MOUNT P/N:P296(TYP OF 3) ��• P/N:P272(SEE NOTE 1&2) Cl) W al- co I[ it 8"STANDOFF MOUNT l SITE PRO �4 �I RISER POLE BRACKET >- W P/N:UGLM MANUFACTURER:SITE PRO no .� _ P/N:WWM01(TYP OF 3) 'D " MANUFACTURER:MORFAB 0 ASIMIMMIL '..�• P/N:SS SOSMCB(TYP OF 2) �'PIPE CLAMP LLJ a Frifri 11114 MANUFACTURER: Z MORFAB Cn COAX GROUND KIT(6) P/N:E300(TYP OF 2) J Z V ICE BRIDGE Q Z W 87'-0" LIGHTING ROD = W Lo FAN CABINET ATTACHMENT DETAIL P. �."-----....- MINI 4::C - , 3 .— . AZ245° 4- So ,_I. ,.--. (ling c> �1'N' 1- 0 0 eya4`asTo KH1'�1 Aar;,',, .A AA." SFe`�`�Q. Oat-' _ __ __ ._ Q N 80'-0" PLAN VIEW S f S 11?It)Etk _.__._._ i ig NORTH ELEVATION Cl) CD • GRS24;24" $ GRIP-STRUT BRIDGE g CHANNEL ire 24"UNIVERSAL CANTILEVER "' ►'! !i�� ��� p�, �11� A FP1 I ��� I ►�i: ���i��►i�ti ��������� 10 SEE FRONT VIEW 1'-D" 2'-10" 2'-0" E DETAILA ES ce UNIVERSAL S'-10" /i'� �-, CANTILEVER Z / w \ PLAN VIEW-DETAIL A LU I .... (SECC SCALE: 3/8"=10" 10 1 1 W \ 24"GALVANIZED w GRIP STRUT M aQ GRIP STRUT BONDED TO THE POSTS VIA GREEN INSULATED#6AWG STRANDED 24"UNIVERSAL CANTILEVER 0 p COPPER WIRE WITH 2-HOLE LUGS 24"GALVANIZED GRIP STRUT 3 W v la 6 31/2"PIPE CAP y •; , CO Om0 a.au,' 333 31/2"GALVANIZED PIPE 0 TRAPEZE ALIGNED WITH • ENTRY PANEL 31/z"PIPE FRONT VIEW- DETAILA Z CUJ CJ DIRECT BURIED SCALE: 3/8"=1'-0" POST ASSEMBLY O H H 19#9 CABLE ATTACHED TO ALL POSTS I- U LO D Q VIA EXOTHERMIC WELD AND PGE • APPROVED COMPRESSION FITTING TO 31/2"DIRECT BURIED m 1 . THE GROUND RING POST CUT TO LENGTH CO (n m < 'i—I I 1 111 1 1 I 1 1-1 1 i III- ' = III .. . �. • `. I =I III " CD 1 w < I I III 11= I cn W { „I rmr --I Z O 14 O Z : � = Lu m s s:: m � m U I— W P'.".' 1�-6" "I O Z r N DIRECT BURIED POST DETAIL PIER DETAIL Q SCALE: 1/2"=1'-0" SCALE: 3/8"=1'-0" i 1' Ls- - U) b O 1-0" 5'-10„ 2'-10" 2'-0" a 4. : e a • ----- (/�J \\1 a All �•A d. �F L. 0 o a I C a o e d \� d A • n _ Q e .edd T E z v p m m p 1 p c p m REV. DATE REVISION DESCRIPTION DRAWN DSGNR. ENGR. CNK APPD. SFRYANTOO SCHOLLS FERRY SUBSTATION �N Portland 0 06/23/22 FIELD AREA NETWORK ANTENNA SUPPORT STRUCTURE �� General »� • 1�1 Electric 0 • 2045 ICE BRIDGE PLAN i g DIN FEMALE E O CONNECTOR w r 5 DIN MALE HELIAX CABLE O CONNECTOR SUPERFLEX \ .13 CABLE E Ilk / _ LIGHTNING o ARRESTOR EIr a, / 'U ANTENNA / 'CONNECTOR / \ DIN MALE ° z CONNECTOR' ALU • 1 -i .....„ / - / HELIAX CABLE SUPERFLEX \ CABLE a Q \ CI L I���•I I I ..------ \\ SUPERFLEX - ■' 2 §1 / COAX CABLE 0 HOISTING GRIP low I O \ SINGLE / flSUPERFLEXC HOLE LUGHELIAX COAXIAL CABLESO.J. GROUND CONDUCTOR . 0 SUPERFLEX COAXOAX /ATTACHMENT(PORT0) OO -`- / ATTACHMENT - (PORT 1) a o 3: a ENTRY PORT WC:' z W PANEL Z J CO / O 2 Q CONDUCTOR ���/// p.: z • COAX ENTRY co /— V 6 O BOOT SU FLEX COAX F— - W O 0 ICE BRIDGE \ CABLEPER CO W Z •.. Q3 ti'U t O- e TO EQUIPMENT C CO I- -IO ✓ rt CO TO GROUND Ce 0 Z RING a 6AWG GROUND -It a U-1 CONDUCTOR U- D F- cT0 -IGROUND RING CO Ci)J Q Z Z GROUND KEYED NOTES 0 Z Z BAR W Qi COAX TO BE SECURED EVERY 3FT USING CABLE BLOCKS ON THE WOOD POLE, V F- I- X Cr) TWO(2)COAXIAL CABLES ARE TO BE INSTALLED PER ANTENNA VIA DIN MALE CONNECTORS. Q W O UTILIZE COAX GROUND KITS TO CONNECT HELIAX COAXIAL CABLES TO THE GROUND BAR. ® HOISTING GRIP SHALL BE USED TO PULL COAX UP THE STRUCTURE. O p 1- o 0 DIN MALE CONNECTORS TO TERMINATE 1/2"SUPERFLEX COAX AND DIN FEMALE I- U. 0 CONNECTORS TO TERMINATE HELIAX COAX. Z ' g(4y� © SECURE THE 4/0 GROUND CABLE TO THE WOOD POLE EVERY 5 FT USING URETHANE 85 i DOWNLEAD CUSHIONS. LL CD i O 6" 17,-0" MIN III III III III I I. I I HI I I—I I—I :III-1I—IIIIII—III—II. 1-1 I—II1-1 H—I 1 1-1 I I—I 11-1 11-1 11-1 I. 111E111E111E111-111= 11 l 111-111—I 11-111E111-11, 1 I 1-1 I—I 11-1 I III—I II—III-111—I I I-111=III=11. -1 I PI I 1=111=III-11=III= ail=1i1=�ii—iTi=1i1=iii-ij1-1 I[I=1I1=III 1,1I I III-1 P• u • • s 1... ♦. Ili III I�� 111111 111E1�/ I • + III 111-11I IIII i=l 3 m —111 111-111 111 III 11 I I'' III 111 1 1 III III o I 1-111-1 I IA 11-111-111;I I -I 1-111 111=11 MI -1 1-1 11-111E1 I El 111=1 1 I 1-1 I —I 11-1 HE 111 I I 1 I I 11j11—Ttl 11111, ' -1 11— 11 111-1 3 3 n 3 � o 0 v D O < m z 0 3 C -i Z m t OT 30 xz O-I m C H n O .=z n m ti REV. DATE REVISION DESCRIPTION DRAWN DSGNR. ENGR. CHI. APPD. SFRYPOLOO SCHOLLS FERRY SUBSTATION /N Portland 0 06/23/22 FIELD AREA NETWORK WOOD / UTILITY POLE PG General «� 1�1 ` Electric 0 2120 ENGINEERING DETAILS i I 0 dfloeee..41- Aa I /u,''''' .a- - U ----- L. l — �J : : . . LJ �.•. n 4:0)1. : : : •. lJ n . : : : G ' '_ 4 ° G o e ® •® e a •o e o o o 0 . O 0 O 0 T1 23 0 z —I O O m 0 0 D . o ® • e o ®• ® (3 �® ® O O o . O 0 . Dn • �. . . . •.p :�. ....... « � Ai .. .. . . •• a n m m D 2 N_ re, co Z —e DG1 61 J°2 2 O a y a 1 • .� _• w ® • . ® . • O • -••mmlir--,Immilmism 9. ',I . '''- ... . I I.T.A N N > -r+ n co m H . .r *- . 0 0 0 * * 0 .00. 0 . . .. . . • O - O ]1. V • .0 \ • O O i.0 •0* . I • - - - - - REV. DATE REVISION DESCRIPTION DRAWN DSPNR. ENGR. CNK. APPD. SFRYOC100 SCHOLLS FERRY SUBSTATION /N Portland 0 06/23/22 FIELD AREA NETWORK „�, 1�1 OUTDOOR CABINET LAYOUT PGE General / 0 - 5030 CAB DETAILS & ELEVATIONS Nt. Electric 4'-0„ NOTE: Y 3�� #4 REBAR TOP AND 52'-5" 1. GRAVEL TO BE COMPACTED IN THE OPEN AREA BETWEEN THE 3" 101/2" 101/2" 10 1/2" 101/2" BOTTOM EACH WAY CONCRETE SLABS. w .a d n 0 d C '�I I a I C b 4 • d 0:. a, 4 . d H a b+ • . 0 4 — I — II d O .1 o • o N • d N• rg L_ L — I — — L L " z as a — — _ _ (4) 05/8" MOUNTING 6 6 HOLES cc FAN o CABINET 0 L.T. q N — _ — _ — CABINET MOUNTING PLAN g V. �d o f i t o 7 00 a a cA° a R ■ t s d a • .4-4, -J O coCI 1 aCDw • 1 .4 ' ° a , /l7 A - I• • a 8._ � `/ 4 . . a, CABINET MOUNTING NOTES: Cn FAN CABINET SLAB 1. LAYOUT AND DRILL THE MOUNTING HOLES IN THE CONCRETE.USE THE GASKET Z FOUNDATION - PLAN AS MOUNTING HOLE LOCATION TEMPLATE.LINE UP THE GASKET SO THAT THE O I- Q CUTOUTS ARE IN PROPER POSITION AROUND THE CONDUIT OPENING AND BOLT D P HOLES.THE CONCRETE EMBEDMENT DEPTH IS NOT TO EXCEED 3.5". I- Q < 2. CLEAN ANY DEBRIS FROM THE CONCRETE PAD. I CO J W 3. INSTALL THE GASKET BY POSITIONING IT ON THE PAD SO THAT IT IS UNDERNEATH Ln I— W THE BOTTOM OF THE PLINTH WHEN INSTALLED. = w Ojj #4 REBAR EACH WAY � Z Ca J LL 3/4" FAN TOP AND BOTTOM 4. SEECCURSE THE PLINTH TO THE PAD USING 1/2"-13 HEX HEAD CONCRETE ANCHOR m ¢ ^'I� CHAMFER CABINET Ct Q Q = I S. PLACE SECOND GASKET ON TOP OF THE PLINTH.ALIGN WITH CUTOUTS AND LL 0 LU MOUNTING BOLT HOLES. LI- Q —1--- 6. ENSURE THAT THE CABINET IS PARALLEL TO THE PLINTH SURFACE AS IT IS PLACE a) O w LU ili • 4 . . • • • • • m—in ONTO THE PLINTH AND THE IT ALIGNS WITH THE HOLES IN THE PLINTH AND J 0 R -� fr6 a - . 4 a s _ III GASKET.DRESS ANY CABLE/CONDUIT SO THAT IT ALIGNS WITH THE CABINET O W �9 • d 4 .d 44 a • OPENINGS AS ITS LOWERED ONTO THE PLINTH. _ ~ i77 c ll a - 117. LOOSEN THE SLINGS SO THAT ALL OF THE WEIGHT IS ON THE PLINTH. CHECK O Z IJ I' • • THAT THE CABINET IS PROPERLY ALIGNED AND LEVELED. Q a p . 8. SECURE THE CABINET TO THE PLINTH WITH 1/2"-13 HEX HEAD BOLTS. V 01 0 3" 101/2" 101/2" 101/2" 10 1/2" 3" O r 6 6. 0 4 _U• 0 SECTION 1-1LL CO i Q