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Plans (5) SITE INFORMATION PROJECT DIRECTORY d • PROPERTI'OWNER TIGARD-ORENOMAH LODGE PPPLIC/INF. DASI Wlyden LLC. • � L.. ADDRESS: 8125 NE CORNELL fD 5701 SOUTH SANTA FE DRIVE O�•� /'i q SUf1E 220 LIILETON, CO 80120 y� sa�+ NILLS90R0, OR 97124 4. I� TOWER TYPE: MONOPOLE E TOWER OWNER: CROWN CASTLE sh d. ) - TOWER CO SITE ID: 825028 2000 CORPORATE DINE PANONSBURG, PA 15317 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: 561493 (877) 496-B377 J jITTI Y"• Gp�9120 COUNTY: WASHINGTON SITE DESIGNER: PMLA CITY OF TIGARD TIGARD wirelessTH P NOT U ALL INOLD5TR LIST. CONTRACTORSHALLIF SHALL UIIEDE SPECIFIED TOP PROVIDE PART OR ENGINEER SITE. 1000 HOLCOMB WOODS PION THE PROJECT ALENT. CONSISST. VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL BUILDING DIVISION THE GENERALLY CONSISTS OF THE FOLLOWING: UTfNDE On 83): 4S 25. 14.20' N SUITE 210 TM 45.4206 N ROSWELL, GA 30076 0 TOWER SCOPE OF WORK: LONGITUDE (MAD 83): -122 47' 03.50'w (678) 280-2325 • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (1) PROPOSED ANTENNA PLATFORM MOUNT -122.7843 W O• INSTALL PROPOSED JUMPERS ZONING JURISDICTION: CITY OF TIGARD SITE ACQUISITION: ANDREW MAGOON DISH Wireless L.L.C. SITE ID: • INSTALL (6) PROPOSED RRue (2 PER SECTOR) (602) 845-1783 • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OW)P R P DX00342A INSTALL (1) PROPOSED HYBRID GABLE ZONING DISTRICT: C-G 1000 HOLCOMB WOODS PKWY, GROUND SCOPE OF WORK: FIELD CONSTRUCTION TON' FIUPPELLO SUITE 210 • UTILIZE EXISTING PLATFORM PARCEL NUMBER: R0466604 MANAGER: (360) 430-4084 ROSWELL, GA 32578 • INSTALL (1) PROPOSED ICE BRIDGE 678-28-280-2325 • INSTALL (1) PROPOSED PPC CABINET it r-r--r.l-rr.r-ri^rrr �. DISH Wireless L.L.C. SITE ADDRESS: • INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF MANAGER: MIKE ZIEHNERT • INSTALL (1) PROPOSED POWER CONDUIT (503) 754-9725 < • INSTALL (1) PROPOSED TELfIO CONDUIT CONSTRUCTION TYPE n-e �.�EO PROFFS,s 1 13680 SW PACIFIC HWY : INSTALL (1) TUBER BOX y `NGINEF /0 • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: PORTLAND GENERAL ELEC L V 9 2 TIGARD, OR 97223 • INSTAL (1) PROPOSED FIBER NID (IF REQUIRED) TELEPHONE COMPANY: X ` 68PE r ,. i OREGON CODE COMPLIANCE SITE PHOTO DIRECTIONS 5 v OREGON ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: ( 1/ 1� ' THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO0 F 30, 26 �'C ` BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: MET ON I-EFT 0 FROM NE AR LOFT WAY 6 MIN (2.7 JAW. FEND I. USE THE ON NE AIRPORT WAY TURN FT. HL LEFT T.2 i ,L� TMI.O TURN LEFT 0.2 MI. SUGMT TOWARD ONTO NE AIRPORT WAY .5 MI. USE RIGIT 2 LANES TO SLIGHTLY RIGHT L '7'I .]O TO MERGE ONTO I-205 S I-64/PORRAND/SALEM 0.5 MI. FOLLOW I-205 S. I-64), 0 W I-5 5 TO A wl,-T• CODE TYPE OR-99W S/SW BARBUR BLVD/PACIFIC NAY W.TAKE EXIT 294 FROM I-5 S18 MIN (18.1 MI). MERGE ONTO I-205 S 26 t 07/11/202- MMECHANICAL ILDING 2019 OMSC/2019 IBCIIMC .5•TOWARDAKE SASALDI 1.5 MERGEI. RIGHT TONTO TOO STAYS ON I W S,TEN/FOLLOW SIGNSS FOR IINT�TATTEE 5 S/SAEMM6.22 MI TAKE t _ EXPIRES: 6/30/2024 ` ELECTRICAL 2021 OESC/2020 NEC �T EXIT 294 TO MERGE ONTO 0R-99W 5/5W BARBUN BLVD/PACING HWY W TOWARD TM.WD/NEWBERG 0.4 MI. MERGE ONTO R IS A VIOLATION OF LAW FOR ANY PERSON, OR-99W S/SW BARBIJR BLVD/PACIFIC HWY W.CONTINUE TO FOLLOW OR-99W S/PACIFIC MIN W. PASS BY CARL•S JR UNLESS THEY ARE ACTING UNDER THE DIRECTION . (ON THE RIGHT), DESTRUCTION WILL BE ON THE LEFT OF A LICENSED PROFESSION&ENGINEER. 7` ,1"+ TO ALTER THIS Df)CUMEM. DRAWN BY: CHECKED BY:APPROVED BY: SHEET INDEX VICINITY MAP MSB MSB MSB SHEET NO• SHEET TITLE .,;x:• REDS REV Q: --- '-1 TITLE MEET CONSTRUCTION TO - ,Art PARENT PARCEL PLAN - DOCUMENTS A-1.1 ETOSNNG AND PROPOSED SITE PLAN r 9 .n v Nwm - SUBMITTALS A-1.2 ENLARGED SITE PLAN --.. A-2 EXISTING AND PROPOSED SITE PLAN ,.. '--1l4 •. "' ' � ,< F REV DATE DESCRIPTION A-2.1 EXISTING AND PROPOSED TOWER ELEVATIONS Sye.ty 0 A O9/04/A IMMO PON NSW A-3 EQUIPMENT PLAN AND H-FRAME DETAILS '^ 3 '• ,. dek„`. .. 0 02/25/32 ROULD PER OONSIRUCDDN '` REV.05/19/2021 .„w 0 1 07/11/ A-4 EQUIPMENT DDETAILSt�'•'^• *-*-++•TM. .s'� Y2 N-TroIE DETAILS A-5 EQUIPMENT DETAILS 0 'a:�•: A-8 EQUIPMENT DETAILS A-7 BATTERY SPECIFICATIONS 11A rAr Car:are Canter 0 9 UNDERGROUND SERVICE ALERT-OREGON 811 A&E PROJECT NUMBER E-1 ELECTRICAL/FIBER ROUTE PLAN AM) NOTES UTILITY NOTIFICATION CENTER OF OREGON 4 21 CCD1 2N-0050 E-2 ELECTRICAL DETAILS (800)332-2344 v E-3 ELECTRICAL ONE-UNE FAULT CALLS & PANEL SCHEDULE I�� WWW.DIGSAFELYOREGON.COM DISH Wireless L.L.C. �, SITE LOCATION PROJECT INFORMATION G-1 GROUNDING PLANS AND NOTES — tlAl.z WORKING 9Alb U1211Y N01RIt/IIDN PRIOR To ODNBIMILTIDN OFFICE G-2 GROUNDING DETAILS LL/_LF,. COP PRPDX00342A 0-3 GROUNDING DETAILS GENERAL NOTES 13680 SW PACIFIC HWY TIGARD, OR 97223 RF-1 RF CABLE COLOR CODE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON Sw,nd,,S. sly r+,ltirew 5l SW Hi, e..St i SHEET TITLE GN-1 LEGEND AND ABBRENATI0115 DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL GN-2 NOTESSIGNAGE IS PROPOSED. TITLE SHEET -3 GENERAL NOTES oodWNlIndosTriesof CITY T OF TIGARD "'-4 GENERAL NOTES 11"x17"PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED A Q 1,e C°I°mb Nwalarn<He = SHEET NUMBER Approved by�TPlannin�a CONTRACTOR SHALL VERIFY Al PLANS. EXISTING DIMENSIONS,AND CONDITIONS ON r1-7tf1' 11 o I L7- T-1 THE JOB SITE. AND SHALL IMMEDIATELY NOTFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WITH THE WORK. NO SCALE 44 ski • v., h / r5 , _ / 5701 SOUTH SANTA FE DRIVE / LITTLETON, CO 80120 / EXISTING BUILDING / / / ^/ / P u A / /„/N ,, 1000 HOLCOMB WOODS PKWY, SUITE 210 I \ ROSWELL, GA 30076 / N EXISTING 678-280-2325 \ �"' BUILDING 25102CC01000 N N aAp ��Q,ED FROFFs9 / \ / \o+ TF 4GINEF'9 /‘f RG� EXISTING 68PE 9r EXISTING eP� BUILDING \a 1 N. APN: �C�, Ge/OREGON s tiF 2p� 25102CC01100 S 0 30, '� N. N./ tig0 W11.N• D hUzo2z / EXPIRES: 6/30/2024 / \ �2g0� \ EXISTING , IT IS VIOWTNIN OF LAW FOR ANY PERSON. y / \ �), BUILDING UN OAF A UCENSED THEY ME�PROFESSIONAL ENGINEER. DIRECTIONNG UNDER THE / So, e9C \ TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: / \N ,2, - N MSB MSB MSB / o \ RFDS REV #: o- EXISTING N/ CONSTRUCTION �� EXISTING BUILDING BUILDING / MONOPOLE N 4' �• \ \ f'1� ,i SUBMITTALS • EXISTING EXISTING �� N BUILDING REV DATE DESCRIPTION • BUILDING ,• N. ♦ N A APN: N %, •, \ O O�/M/12 ISSUED FOR Il�vl 251020001200 • /22 ISSUED FOR CONSIRUCIIOM s PGA w ,A, •I N ., N C, o, 'N. EXISTING ./ PL I A-11 E COMPOUND N\ BUILDING W I Li A&E PROJECT NUMBER N 21CCD12N-0050 N - - - - — — — — — — — — _ _ _ _ I DISH Wireless LLC. PROJECT INFORMATION PRPDX00342A APN' APN APN: 13680 SW PACIFIC HWY 1 2510200007700 zslozc 01ao0 APN: I 25102GG01600 I 251020001700 TIGARD, OR 97223 I I 251020001500 I SHEET TITLE i PARENT PARCEL PLAN (A) SHEET NUMBER 30' 20' 10' 0 30' 60' A-1 PARENT PARCEL PLAN — — — 1 1"=30' NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SWILL FIELD VERIFY ALL DIMENSIONS. • 2. ANTENNAS AND MOUNTS OMffTED FOR CURDY. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM IIN/ SEPARATION BETWEEN THE PROPOSED GPS UNIT. TRANSMTIING ANTENNAS AND EXISTING OPS UNITS. NW s h 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. wireless. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 P 0,C. A �{�� r6/ 15-10 ,�Mw�iv 1 15.-10" 1000 HOLCOMB 2WOODS PKWY, Fes•/' EXISTING BUILDING /� ROSWELL, GA 30076 7�� 0 EXISTING BUILDING 678-280-2325 11 ' a *� 6 10" y n�� EXISTING WOOD �� AG EXISTING WOOD � ft,' GATE .''�4:! GATE \5��GPNEF�s/0 1 o , �I DI771 _ 26' S' EXISTING � pr1�. •� 25' S" EXISTING �y 1V I*> WOOD FENCE WOOD FENCE -- IF A, 6 EQU�PMENT PAD ) �{l �% EXISTING 68PE /�/. \ '� EQUIPMENT PAD l V►■ (14'-5" x 20'-1") SFE ENlNR0CD •� , �� ` ° SITE PINT v ■ (14.-5" x 20'-1") 5 0 ❑ ❑ ❑ ❑ --1. l / MONOPOLE L A .�' SHEEP A-13 � IsnNG N ( NM.r I MONOPOLE EXISTING 1 �! NOPOLE W C 1 , o • RETAINING WALL 0 ♦ �►l EXISTING a v OREGON �� f. L � 0 ,� • RETAINING WALL ❑O rw r •— ] Fl PROPOSED DISH W LL um E �v�,l I'nw_`— — EXISTING m \ r • I ) I P 07/11(2022 \ 1�a ° O EQUIPMENT PAD 1 (' -�J�I�� • EXISTING JI, '° EXPIRES: 6/30 2024 ✓) °O • • \ 1 e------:_;�a O • EQUIPMENT PAD I - _ (11'-3" x 9'-3") 1 u 1 11'-3" x 9'-3" II—II EXISTING TELCO \I ❑ - ( ) ❑ ` �+_ \ 1 1 ❑ IT IS A VIOLATION OF LAW FOR ANY PERSON, TION HANDHOLE I/ v s - • I_ °i 11�I , 0 ❑f_ O 0 6'-10"LY \ 1 1 y�' ,r O 0Ers UNLESS A LICENSTHEY ED PROFESSACTING IONAL ENGINEERDER THE . $ ❑ 2] EXISTING TELCO \ `-y Q� l HANDHOLE \ • ��ii ❑•.�-0 O. .ID) 6-10" TO ALTER THIS DOCUMENT. _�rL' �/�� ( 15'-b" I� I ❑ ❑ ❑ ❑ ❑ ❑ \ a �(� /i IS•_6- �• -• 1 ■ ■ • • • ❑ ,., DRAWN BY: CHECKED BY:APPROVED BY: '-L EXISTING UTILITY H-FR 10'-6" - L. AI , � - I MSR MSB MSB �� -FRAME GATE EXISTING WOOD l✓_f��rr, �„r sls�✓� EXISTING WOOD REDS REV #: --- GATE Ib ill I --;;;,`• - ''//,0/�,�� ov CONSTRUCTION EXISTING EXISTING DOCUMENTS CONCRETE CURB CONTACTOR TO UTILIZE CONCRETE CURB ST BAN NG ABANDONED le OO CLEARINRE METER AND REV DATE DESCRIPTION LABEL'DISH' A 02/04/22 SAND FOR ROAM 0 02/26/22 MID FOP CONSTRUCT, 1 0T/11v92 REV.H-FNMA OEQRS A&E PROJECT NUMBER 21 CCD1 2N-0050 DISH Wireless L.L.C. PROJECT INFORMATION PRPDX00342A 13680 SW PACIFIC HWY TIGARD, OR 97223 SHEET TITLE to: EXISTING AND PROPOSED COMPOUND PLAN SHEET 1NUM1BER 6' 4' 2' 0 5' 10' 6' 4' 2' 0 5' 10' A_ EXISTING COMPOUND PLAN — — — 1 PROPOSED COMPOUND PLAN — — — 2 3/16'=1'-0" • di.wsh 5701 SOUTH SANTA FE DRIVE `\\ UTTLETON, CO 80120 / 1 \\\ D EXISTING ICE � SHIELD 0 I // EXISTING T� EQUIPMENT PADP O. i r rr�rr r-r rrrr "..--rr.r.rrrrr�. R.r.r.rv-.r.r-v��-.r�r-r r r-r -.r r r rrr�r r r✓-.ram. \ V j \\\\ /I�� 1 ❑ 1000 HOLCOMB WOODS PKWY, 1 / ❑ } SURE 210 \ I �/ SEE EOUPIEHF \ RO678-2SWELL, GA 30076 EXISTING CONCRETE CURB / / // ❑ I 5, •PROPOSED LEAESE AREA IAYCNIf(SI�Ef M3) EXISTING APE SHIELD _ 878-280-2325 IIITL SUPPORT POST p �� G Q r / ❑ ✓ n, i ❑ C i '' QED PRpFF s t i �5�NG NEFCI 9 10 f EXISTING ( y i iir ❑ j MONOPOLE ❑ ( 68PE 1 ° NW \�� ❑ I ii ��OREGON��k. ��/ I ° / o ? pOh, 30, 2° <C , R9 _6'—D PROPOSED ICE BRIDGE— - ; ; y40 WIO° 1 r Wireless LLC I , D7/11/2D22 ` l .-. ° i `OI ❑ t EXPIRES: �30/2024 N LL • 41111A \ 0 } O UNLESS THEY ARE ACTING UNDER THE DI IT IS A VIOLATION OF LAW FOR ANY RECTION _' ❑ L ° OF A UCENSED PROFESSIONAL ENGINEER. n 1. A AI 0 0 0 TO ALTER THIS DOCUMENT. L . -17 DRAWN BY CHECKED BY APPROVED BY: ` Wireless LC H-FRAME In •I i� I . ❑ MSB M58 MSB 1 PROPOSED DISH C.. ❑ , WIDE KIE BRIDGE• ❑ REDS REV #: ___ \ V ! CONSTRUCTION \� \` 1 // 2 ❑ i C DOCUMENTS SUBMRTALS l / 1 ❑ REV DATE DESCRIPTION �\ EXISTING WOOD A pY/b{/ffi O711FD FOR RERUN FENCE .r-✓. ,✓.✓.✓.✓--�-✓�:- ��- ._.r,✓. ✓,✓. ✓.✓. .✓. ✓- _ ✓�.,r..i-�� i r r.✓,_, J 0 07/11/22 OWED FOR COOEMSII,N p 1 07/11/22 RFV.NiRYE DEWS \ /7 CONTRACTOR TO UTILIZE Dosnm ABANDONED CLEMNIRE METER ANDEXISTING LIBEL" H-FRAME (TYR) A&E PROJECT NUMBER i 21 CCD12N-0050 DISH Wireless LL.C. PROJECT INFORMATION PRPDX00342A 13680 SW PACIFIC HWY TIGARD, OR 97223 SHEET TITLE ENLARGED SITE PLAN 111111t)i) SITE PLAN SHEET NUMBER 12" 6' 0 1' 2• 3• A-1.2 ENLARGED SITE PLAN 1 NOTES TO TIP OF EXISTING EQUIPMENT" TO TIP OF EXISTING EQUIPMENTS III1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. - - - / TOP EL. 0 100'-0•AGL _ _ EXISTING MONOPOLE / TOP EL 0 100'-0'AGL 2. ANTENNAMID MW DISH SPECIFICATIONS REFER TO TOP EL. 099'-0•AGL E EL. 0 99.-0"AGL dsh XISTING MONOPOLE ANTENNA SCHEDULE MID TO FINAL CONSTRUCTION EXISTING PANEL ANTENNAS I ' EXISTING PANEL ANTENNAS r REDS FOR ALL RF DETNLS TOP EL. ® 9s'-o"AGL TOP EL ® 9fi'-D•AGL 3. TING EQUIPMENT MID FENCE OMITTED FOR 1101 III, EXIS CWNTY. 5701 SOUTH SANTA FE DRIVE (3)PRCPOSED DISH Weems LLC. ANTENNAS LITTLETON, CO 60120 W RAD CENTER 0 6Ir-If AGL yes P'I'—. ." _ _ I EXISTING PANEL ANTENNAS TOP EL. ® B0.-0"AGL 1110111"2111 EXISTING PANEL ANTENNAS O A TOPEL. "AGL • O EXISTING ENTRY PORT EXISTING ENTRY PORT TOP EL 0 75'-0" AGL O TOP EL 0 75'-0"AGL 1000 HOLCOMB ZOO KW WOODS 10 SURE ROSWELL, GA 30076 676-280-2325 1 .<�Pv PROPen A < ��0 tNGINE•F9 /p2 ( Ad iii. 68PE ( ( lir S 1 EXISTING ANTENNAS ` c%OREGON TOP EL. 0 55'-0"AGL CT� IXISTING '-O AGLNASS ( /� '� TOP EL. ® ss'—o•ACL ( C F 30, 2° C 1 — �40 �/it.H�I11I2422 i EXPIRES: 6/30/2024 i IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTNG UNDER INC DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. (1) P D TO ALTER THIS DOCUMENT. ROPOSED DISH INSIDE LLC.POLE DRAWN BY: CHECKED BY:APPROVED BY: EXISTING MONOPOLE EXISTING MONOPOLE MSB MSB MSB RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 02/01/22 ISSUED FOR MEN PROPOSED DISH WOelees LLC. 0 02/22/22 ISSUED FOR ODNSIMIWION ICE BRIDGE 1 07/11/22 FINS.N-FRME GEMS PROPOSED DISH Wheless LLC. EQUIPMENT ON EXISTING PIATFROM PROPOSED DISH Wireless LLC. A&E PROJECT NUMBER CPS UNIT(FIELD LOCATE) 21 CCD1 2N-0050 EXISTING WOOD FENCE EXISTING W000 FENCE DISH Wireless L.L.C. PROJECT INFORMATION PROPOSED DISH Wireless LLC. " E PRPDX00342A 13680 SW PACIFIC HWY EXISTING ENTRY PORT j.........„„.„-- EXISTING ENTRY PORT TIGARD, OR 97223 EXISTING RETAINING WALL I I I r SHEET TITLE II EXISTING E PROPOSED EXISTING MONOPOLE _ I EXISTING MONOPOLE TOWER ELEVATION BOTTOM EL. ® 12'AGL ! 1 / BOTTOM EL. 0 12"AGL I ,_i SHEET NUMBER 0 4' 2' a 5' 10' 6' 4' 2' 0 5' 10' A-2 EXISTING TOWER ELEVATION — — 1 PROPOSED TOWER ELEVATION •. — — 2 3/16'>•1'-0' 3/16'=1'-0'� • rr d ,..,,, sh SECTOR ANTENNA TRANSMISSION CABLE RRH OVP WkeleSSIN POS. EXISTING OR MANUFACTURER — MODEL R&D FEED UNE TYPE MANUFACTURER — MODEL MANUFACTURER PROPOSED NUMBER TECH AZIMUTH AND LENGTH NUMBER TECH POS. MODEL. 5701 SOUTH SANTA FE DRIVE Al -- -- -- -- -- FUJITSU TA08025—B604 SG A2 UTTLETON, CO 80120 (1) HIGH—CAPACITY RAYCAP A2 PROPOSED AAA — MXOBFRO685-21 5G 0' 88'-0- HYBRID CABLE FUJITSU TA08025-8605 5G A2 R0IDC-9161—PF-46 (125' LONG) —_A3 -- -- __ __ __ -- B1 -- -- -- -- -- FUJITSU TA08025—B604 SG B2 SH B2 PROPOSED JMA — MX08FR0665-21 5G 12P 88'-0' SHARED W/ALPHA FUJITSU TA08025-8605 5G B2 W O ALPHA B3 -- -- __ _ _ ARED -- Cl -- -- -- -- -- FUJITSU TA08025—B604 5G C2SHAR O. PROPOSED DISH Wireless LLC. ANTENNA C2 PROPOSED JMA — MXO8FRO665-21 5G 240' 88'-0' SHARED W/NPHA FUJITSU TA08025—B605 5G C2 MINA 1000 HOLCOMB WOODS PKWY, (T\'P 1 PER SECTOR, TOTAL 3) C3 __ __ __ __ __ __ __ __ ROSWELL, GA 30076 678-280-2325 o PROPOSED DISH Wireless LLC. Al < HMS 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTOR REDS FOR ALL RF DETAILS. RRH (TYP 2 PER SECTOR, TOTAL 6) -sim.� ® y is �. 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL ` ED PROFF 9 ` 19■ _ I ■ I EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPUANCE WITH L ' PROPOSED DISH WGelese LLC. / r I. e i THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. ( Cj��NGINEF S6/O BACK—TO—BACK MOUNT(TAP / .� . I _—\ ( �` R y OF 1 PER SECTOR, TOTAL 3) --I - -. % �� ay ,68PE PROPOSED VA`v DISH Wireless dA� LLC. OVP y�� !P' EXISTING MONOPOLE O DEVICE \\ P ice' ( �� -II " �.�•'� v�OREGON q� 04 , J ��/ N 4• � ,v 06,NF 30 2�1(C / ( 07(11/2022 4 ! \�Q ' B1 EXPIRES: 6/30/2024 5 6 ANTENNA SCHEDULE NO SCALE 3 _ _ _ IT IS A VIOLATOR OF LAW FOR ANY PERSON. / UNLESS THEY ARE ACING UNDER THE DIRECTION # OF A LICENSED PROFESSIONAL ENGINEER. \, TO ALTER THIS DOCUMENT. �� • �,�/ `/ / DRAWN BY: CHECKED BY:APPROVED BY: i%! \ MSB MSB MSB � �Td / ;�4 RFDS REV #: ___ G2 ' �, ' 82 10_ CONSTRUCTION DOCUMENTS SIGNS AND PLACEMENT: / 1. LOW LEVEL YELLOW NOTICE SIGNS — PLACE AT SITE ENTRY/ACCESS SUBMITTALS PROPOSED DISH Wrelaea POINTS ONLY. L.L.C. ANTENNA PLATFORM / 9 1.1. ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH: PLACE REV DATE DESCRIPTION �— j r ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR NOTICE A BUILDING TENANTS ON A REGULAR BASIS FOR ACCESS — IN THESE A OVBs 2s qaI®FOR WADI �t�A I�'� 12. CASES CONSULT CONSIRUCITON MANAGER. o 02/2/22 ISSUED FOR oa6IWCIION GATE G1 - ♦.. B3 1.3. NENETWORK CARRIER OWNED SITES: PLACE ONTER TANKS: PLACE SIGNS ON NE SIGN ON COMPOUND I O7/11/El RIM 11-41101lc Deets GATE: ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS. (cr) 2. CONSTRUCTION COORDINATOR PARTCIPATION IN SIGN LOCATION: NLIWVKK CARRIER CONSTRUCTION MANAGER SHALL MEET WITH ALL CONSTRUCTION COORDINATOR'S TO OUITJNE CRITERIA FOR SKY/ PLACEMENT. EMPHASIS SHALL BE PLACED ON 'CHALLENGING' SITES, A&E PROJECT NUMBER WHERE THE NETWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC 21 CCD1 2N-0050 STNATTON AS POSSIBLE, HOWEVER. CONSTRUCTION COORDINATOR'S SHALL BE ENCOURAGED TO PARTNER WITH NLITr.HK CARRIER Beyond this point you are CONSTRUCTION MANAGER IN DECIDING PLACEMENT PERTAINING TO entering an areo where RF CHALLENGING SITES. A SITE VISIT MAY BE REQUIRED TO FULFILL Emissions may exceed theFCC DISH Wireless LLC. REQUIREMENTS. CONSTRUCTION COORDINATOR SHALL IDENTIFY ALL SIGN General Population Exposure PROJECT INFORMATION LOCATIONS AT THE ME WALK. PLEASE SEE SIGN DETAIL AND SIZE. Limits Follow all posted signs and PRPDX00342A 3. SIGN DISBURSEMENT FROM WAREHOUSE site guidelines for working in 13680 SW PACIFIC HWY SIGN INVENTORY SHALL BE ACCESSIBLE AT NGTNX1% CARRIER an RF environment WAREHOUSE TO BE DISBURSED AS PART OF THE GENERAL CONTRACTOR TIGARD, OR 97223 DOA1 AS CALLED OUT IN ME DRAWINGS FOR EACH SITE. SHEET TITLE ANTENNA LAYOUT, !AI SCHEDULE AND SIGNAGE SHEET NUMBER , A-2.1 r 6 o 2' 3'ANTENNA LAYOUT 1 RF SIGNAGE DETAIL I NO SCALE 3 3/4•=1'-0- ±7•-4" EXISTING PLATFORM 7'-O'PROPOSED LEASE AREA • s h EXISTING STEEL PLATFORM sv d IIf —— —— - wireless D: _ 5 �� — __ —��.,� I 5701 SOUTH SANTA FE DRIVE a UTTLETON, CO 80120 z N PROPOSED p w DISH EQUIPMENTVfirea CABINETs LLC. 1 a 4 e On �r��.^v^��r-r-v-�-r•r-rrrrrrv-v-��-rvw�wv-a-�-v-w-�� • S O A S 1 el ( I— I 2'-9" 1'-3 I S 1000 HOLSUITE 2000D5 PKWY, ROSWELL. GA 30076 ( 678-280-2325 12"9'6"3" 0 1• 2' PROPOSED DISH WAS EQUIPMENT PLAN - - 1 ( 1 fii EaIPE1ENr x-FRAIE } ---. rrr 5 ��rcp PR ppFs , ' —ri--- T -1 ( �5� r1G%N Sip m S ( 9 .L , ( FIBER BOX.ADED 68PE r ` . ®� RESERVED F "I PROPOSED DISH _L IFF WIRELESS POWER L_rTT$T7_� } ( >r < h C le Is III PCABINET If ROTECTIVE 1 I 1 1 i n ( S OREGON�� 1 N..�.. = PROPOSED 1 ( 0,9 NE 30, 2° �< < II a � lo go w1ON° s. ENCLOSURE <I Oi/1'1/2D22 l _ ( - EXPIRES: 6/30/2024 I.. ., __J I 1 _ IT IS A VpLATpN OF LAW FOR ANY PERSON• UlLESS ixEl'AFE ACDNG TINDER THE DIRECTION • } OF A LICENSED PROFESSIONAL ENGINEER. cYlo S TO ALTER THIS DOCUMENT. ( rv�• •°•°oo°Oo°o 0o?. �.�..I DRAWN BY: CHECKED BY:APPROVED BY: 0000oo0 S ■, I I I --/ ` } MSB MSB MSB C \ REDS REV #: --- } C GROUND CONSTRUCTION BUSS am/ PVC 5 DOCUMENTS 3 C �T NOT USED NO SCALE 2 NOT USED NO SCALE S (TAP) SUBMITTALS ( S '1REV DATE DESCRIPTION ITEM# DESCRIPTION ) C } A 02/04/a ISSUED FOR RESIN A H-FRAME 1 UNISTRUT, 1-5/8"N1-5/B", SLOTTED '1 D B/Es B FOR wNSTTWCTnx 2 PIPE CAP FOR 3.5"OD PIPE, HOG ` ,, I I 07/11/22 REV.N-FRAME DEEMS 3 U-BOLT KIT, 3.5"OD 1 U-BOLT) UNISTRUT/SUPPORT RAIL 6 4 END CAP, RED. 1-S/8 `1` UNISTRUT } — WEIGHT 273 5 3.5"0D PIPE. 126' LONG S tc } FRONT ELEVATION MIMI PIPE (0) SHALL NOT el 48" t FXC® 6'-0' 41 I I �.�.��.-..�._�,.. i...�.�... �_i...�._...�.._.:��.�... ) A&E PROJECT NUMBER fa I. .• 7J12 OM I o I 21CCD12N-0050 ( FINISH SLOPE 1eless L.L.C. lO OftAN Nf 1 �—I PROJECT EINFORMAT ON Ill ) PRPDX00342A IIIIll ! 13680 SW PACIFIC HWY PROP06ED 3.5' DNA. Il—l1 TIGARD, OR 97223 SCH 40 PIPE GALVAN q a, 1 SHEET TITLE �z• 1 EQUIPMENT PLAN '' PROPOSED( PIER (7YP) H-FRAME DETAILS ( I 1 N SHEET NUMBER C0.DreMF PIER SIDE 1:$Offj ( A- } 12"9" 8" 3" 0 I' 2' H-FRAME CONCRETE PIER INSTALLATION DETAIL NO SCALE 4 NOT USED NO SCALE 5 H-FRAME EQUIPMENT ELEVATION — — 6 ENERSYS HEX CABINET i RAYCAP PPC A ) 2000005996 1 RDIAC-2465—P-240—MTS • DIMENSIONS (HsWsD): 73"x30'x32" f CI \ ENCLOSURE DIMENSIONS (HAVxD): 39°x22.855"s12.593 %MO sh WEIGHT EMPTY: 376 les gij . WEIGHT: 80 lye l WEIGHT FULL 982.56 Ube . I OPERATNIG AC VOLTAGE 240/120 1 PHASE 3W+G IS72 ( HEATER 800W ELAN , t POWER SWIM -48V ALPHA/600A O C M. •'• 0 Fl H ( ) 5701 SOUTH SANTA FE DRIVE t ) LITTLETON, CO 80120 G O Ord o o 1 Opp 0 0 i 0 0 o _ ` ! O O . p o 0 0 0 0 of . I f 0000�I ll ` ) 1000 HOLCOMB WOODS PKWY, SUITE 210 BACK FBDNL ,SIDE BACdS SIDE =MI SIDE l ! ROSWELL, GA 30076 678-280-2325 CABINET DETAIL NO QP4IF 1 POWER PROTECTION CABINET (PPC) DETAIL No crIF 2 NOT USED No SCALE 3 ) r FIBER NID ENCLOSURE CHARLES CFIT—PF2020DSH1 �co NGIN4. `s�'/� i FIBER TELCO ENCLOSUREL.. C� '4 9 DIMENSIONS (HxWxD) TBD WEIGHT TBD a ENCLOSURE DIMS (HOOD) 20•x20•s9• 68PE ;] ENCLOSURE wEarr 20 lee IDE MOUNTING WALL COMPLWICE TYPE 4 i LPG OREGON1� 5 MOM ( CIA,N� 30 20 C < ( g0 w11.No 1 ,i ( 07/1112022 ) I e EXPIRES: 6/30/2024 O ITAN IS A VIOLATION OF LAW FOR Y PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. • [�� TO ALTER THIS DOCUMENT. ] ' E DRAWN BY: CHECKED BY:APPROVED BY: ■ MSB MSB MSB I I L 3 U RFDS REV #: --- e I EffaUl CONSTRUCTION SIDE EMS SIDE Ma( ERall DOCUMENTS NOT USED NO SCALE 4 FIBER NID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 02/04/22 ISSUED FOR RENEW COMMSCOPE WB—K110—B INCLUDED WB-T12-3 TRAPEZE Krr, SITEPRO1 BSF35 /22 EWE0 FOR CONSINLICIEN WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS BASE SHOE FEET 1 mhva REV.II-FRNE DED45 WB-LB12-3 SUPPORT BRACKET DIMENSIONS (HxL) 160'x10' DIMENSIONS (HAW.) 8•s8•st/2• PROPOSED ICE BRIDGE MF-130 DIRECT BURIAL PIPE WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4• WEIGHT 15.0 LBS = - II - CABLE RUN (CRY) 12 POST SIZE 2-7/8. OR 3-1/2• II I -- HYBRID CABLE PROPOSED x• �'131 '■' 11 A&E PROJECT NUMBER SUPPORT BRACKET(WB-LB12-3) VERTICAL POST II 21CCD12N-0050 TRAPEZE KlfI W — EXISTING ENTRY PORT (W13-T12-3) II• III PDISH RO PROJECT FINFORMATION SUPPORT BRACKET _. �uli ��i CABLE PROPOSCIAMP (W'B-LB12-3) FBIITpE ,�I/ mr"� � Krr 11/16" HOLES FOR 1o.a PRPDX00342A oft A �1 , (WB—T12-3) 5/8•ANCHORS Ali EXISTING 13680 SW PACIFIC HWY CONCRETE LEI s/B°ANCHORS MONOPOLE TIGARD, OR 97223 or 0 3.5' DU GALV SCH SHEET TITLE IL 40 PIPE (SPACED 3.5" DIA GALV SCH 40 EQUIPMENT DETAILS 9.-0. MAX) PIPE (SPACED 9.—O• - (MF-130) MAX) (MF-130) IlMillOW �� E11111 SHEET NUMBER ELMrnuro �a A6 MK ODE A-4 ICE BRIDGE DETAIL NO SCALE 7 ICE BRIDGE PIPE MOUNT DETAIL NO SCALE 8 HYBRID CABLE RUN NO SrAIF 9 ME ROSENBERGER GPS UNR GPSGLONASS-36—N—S -NI ROU GROUNDING 1.75v DIMENSION (DIM a H) 69mm x 98.5mm F MINIMUMaIN ANY OF DI75%REC ORTION 1.ED�f • �p1 11 i i■ v WEIGHT(WITH ACCESSOPoES) 515.74g \S�Jd ,.., s h - GPS CONNECTOR N-FEMALE \ �4 wkeless FREQUENCY RANGE 1559 MHz 1�el OW.5MHz KET g�?,•4 ?*. _ 5701 SOUTH SANTA FE DRIVE GPS UNITi 1' , UNITLITTLETON. CO 80120 Y CUI2PSMBP4XXX GUI2PSM9PBIOD( GROUNDING GROUNDING GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) KITKR BELOW 10' __'..■ 1.41'f MOUNTING O_ _ BRACKET ^ ,, • ,I' i., 7: _ic,i O \ MOUNTING BRACKET g O VS 1000 HOLCOMB WOODS PKWY, v (8 AWG CONDUCTORS) SUITE 210 ROSWELL, GA 30076 678-280-2325 GPS ANTENNA DETAIL NO SCALE 1 GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE No semF 3 ,-.r.r.r.re- MINIMUM BEND RADIUSES AI, � O PR04 0 NGINEF /0 MINIMUM 6-UNFORMED CABLE ( 68PE r , MINDING FROM WIRY PORT /I FOR STRAIN RELIEF AND SEAL ( s D D /IC A vG OREGON ( CyF3p 20 �( qO WI I o7hi/2o22 REQUIRED, DRIP LOOP 1 EXPIRES: 6/30/2024 ' R IS A VIOLATION OF LAW FOR ANY PERSON. \ 2T MMIMUM UNLESS THEY ARE ACTING UNDER THE DIRECTION \ BEND RADIUS TO A LICENSED PROFESSIONAL ENGINEER. \ TO ALTER THIS DOCUMENT. p \ OD 0 0 C O DRAWN BY: CHECKED BY:APPROVED BY: MSB MSB MSB REDS REV #: CONSTRUCTION DOCUMENTS NOT USED NO SCALE 4 NOT USED NO SCALE 5 DRIP LOOP DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION --1 2. —C�' A DF/by22 MED FOR REMIT '� 0 OR/2D/22 MOUE)FOR OOMSIRER7gM ANTENNA MAST _ \ MUST BE PWMB �� 1 m/n/ss REV.xiwvrc RRDIas ' \\ I'• RIRIRIRIRIRIRIRT•.RT_ �III I I) III 11111 A&EPROJECTNUMBER ill, I ��— �R2. III( I!�,i' r I DISH CD1 Wireless 0050 C. o -Fi- -M- OF UNFORMEDL L.IOSTRAIN RELIEF B' PROJECT INFORMATION 110E1 PRPDX00342A � i= 13680 SW PACIFIC HWY TIGARD, OR 97223 T JUMPER SUPPORTS WITHIN__i 18" OF CONNECTOR AND C3_� @/ERT' 3 SHELT TITLE srRAIN ��e. MIPEQUIPMENT DETAILS OF UNFORMED COAXI ii ' SEE MANUFACTURER'S SHEET NUMBER SPECIFICATIONS FOR MINIMUM BENDING RADIUS A-5 CABLE BEND DETAIL NO scALE 7 CABLE BEND DETAIL NO SCALE 8 JUMPER SUPPORTS. BEND RAIDUS AND STRAIN RELIEF NO SCALE 9 FUJITSU FUJITSU COMMSCOPE TA08025-B604 RRH TA08025-B605 RRH RR-FA2 LARGE STABILIZER MDouGNNT T R- LEGS UP T0: • DIMENSIONS (HAWxD) (KG/IN) 380x400x200/14.9'x15.7'x7.8' DIMENSIONS (Hzw.D) (KG/IN) 38Ox400x23O/14.8'x15.7"x9.0' -5.8' ROUND gMENSWEIG (HxWxD) 16.4'x8.5'x18" -6.0. 6Cf917 ANGLE Ns, sh WEIGHT(KG,lB)/VOLUME 29kg,83.916/ 30L WEIGNT(KG,LB)/VOLUME 34kq,74.91b/ 35L WEIGIONSHT 39.2 Iba -4.5' 90' ANGLE POWER SUPPLY DC-58.--36V POWER SUPPLY 0C-58--38V Pldtl ELM w �. 0 0 - 5701 SOUTH SANTA FE DRIVE O O i — LITTLETON, CO 80120 C _ „ , ,4�L--JI{P C In L P[ 4._< _ix, --0 •• i 0 i C ) C m Euti _,,. 0 .. , 0.. A OR 1 O O —-'- O O H Wireless LLC. clot 1000 HOLCOMB WOODS PKWY, SIB FBgff EWE 0 APPROVED EQUIVALENTROSWELL,SUITEGA130076 678-280-2325 REMOTE RADIO HEAD DETAIL NO SCALE 1 REMOTE RADIO HEAD DETAIL NO crvc 2 RRH MOUNT DETAIL NO S/IAIF 3 ( Q;ED PROFe MX08FR0665-21 ( M04 MOUNTING BRACKET Ny- ' GIN ' , 4'a HPA-33R—BUU—H4—K Ply WIDTH 5' (135mm) _�. ( 68PE DIMENSIONS (HAND) 72'x20.0"x8.0' ( '9 c RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE DEPTH 2' (51mm) •;1 *EIGHT 64s ma HEIGHT e' (213mm) �� ' K� ) tEtRA v�OREGON�� WEIGHT WITH BRACKETS 82.5 lb. TOTAL WEIGHT(WITH BRACKETS) 1.5 LBS (15.50 Kg) HOUSING MATERIAL ASA/ABS/ALUMINUIA i 0 RADOME COLOR uair GRAY A NA(n'P) ti403WIk-' V,I CONNECTOR 1X8-PIN DAISY CHAIN O 7i11/2022 i. EXPIRES: 6/30/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON, MOUNTING UNLESS THEY ARE ACTING UNDER THE DIRECTION ��..w..n OF A LICENSED PROFESSIONAL ENGINEER, (li BRACKET ) TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: IIii I MSB MSB MSB +,Ir�` MOUNTING PIPE REDS REV #:CONSTRUCTION SIDE MIDOCUMENTS ANTENNA DETAIL NO GrAIF 4 NOT USED NO SCALE 5 ANTENNA MOUNTING DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION RAYCAP RDIDC-9181-PF-48 COMMSCOPE XP-2040 COMMSCOPE 0 D MED FOR DmeTRIOXINi DC SURGE PROTECTION (OVP) CROSSOVER PLATE MC—PKB—DSH A 02/04/42 RUED FOR IEVHI' ANTENNA PLATFORM 1 07/11/42 000 NpNE WARS DIMENSIONS (HsWx0) 1B.98'x14.39N8.15' DIMENSIONS (HxW) I0-x12' (NOT INCLUDE)) FACE WIDTH 96' WEIGHT 21.82 LBS WEIGHT 11.023 LBS (ANT NOT INCLPIPE ED)CUNT WEIGHT 1373.08 Ib. PLATFORM EAL NOTE 15'TO 38' 0.D. / • A&E PROJECT NUMBER #h Ph mia��.� �' i HANDRAIL ANTENNA G =__ PIPE PIPE _ �� 21CCD12N-0050 o �. AL Tur.IV •I II 11 1• U DISH Wireless L.L.C. II I ' \\ , Lx��u�I�l,�,l�u�_j '/ I` \' PROJECT INFORMATION II a ELM. SIDE o �� PRPDX00342A F. u Eleg ELeg ILL ^ �\p 13680 SW PACIFIC HWY 3 1 m " \s. �� TIGARD, OR 97223 .1 II 11 I CROSSOVER PLATE / xi i�r r�r . • \�\\\�\�;:•/ "' j/��//// 1• ,�, V.r �•.. _I,_ __1__ _1. .g �:;a•.• �`: //// SHEET TITLE o .) Nh/ EQUIPMENT DETAILS / OPTION OF EITHER I I I \ , i //H l�O-�1•■—llE 1L�W=l_.1—i.1•8 J SQUARE OR CIRCULAR r" �I�. U-BOLT �� ELM SIDEFACE PIPE I 96' I SHEET NUMBER SIDE BADE £6211 U-BOLT kJ Nil A-6 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 7 RRH/OVP MOUNT DETAIL NO SCALE 8 ANTENNA PLATFORM DETAIL No SCALE 9 • Op /1 di... Battery 23" 2U / 200Ah sh /,400"""""."---- SLB48-200-228-1U wkples� 13S Series,Generation 5 n�G7Qa7. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 li I l a - '.[ '-w-At� I t, 0 I A,1 0 Polarium Battery is an advanced Technical Specification O , A power backup system for telecom use.Its rechargeable smart lithium- Enclosure Size 23"2U ion battery provides reliable power Lithium Chemistry NMC 1000 HOLCOMB WOODS PKWY, SUR backup for hybrid,off-grid and Rated Voltage 48V ROSWEL.L,EGA130076 grid-connected telecom sites Rated Capacity Ah(0.2C,25°C to 39 V) 200 Ah 678-280-2325 worldwide. �,.-�r,,.,�-�'- -•--•-•--,-- Rated Energy Wh(0.2C,25°C to39 V) 9676Wh Calendar Life to 80%SOC 20 years ( i Safe Peak Discharge Power 6kW for 60 seconds �PtD PR OFetr 1 All our products are designed with your ( Na `NGINE ' ' ' DischargeCutoff Current 100A r CO' `i safety in mind-thoroughly verified and g Voltage , aii 68PE ' certified for safe operation. End-of-Discharge (LVBD)e4 39 V • ` Simple Charge Current Limitation(CLOP 00 A ( Advanced technology made super ` easy to use.easy to install, Charge Voltage for 100%50C 54.6V .1111 maintenance free,charge control. Charge Voltage for 80%SOC 52 V c- OREGON Strong Operating Temperature Charging 0 to+55°C(32 to 131°F) 4 L 1� S Works in all conditions and Qt. F 30, 2° 5 Operating Temperature Discharging -20 to+6o°C(-amta0"R O\ environments,Extra protection against ` dust and moisture for prolonged life. Operating Relative Humidity According to ETSI 300019-1-3 ( O W1� 07/11/2022 class 3.2(0-95%) Smart Storage Temperature -20 to+60°C(-4 to 140°F) EXPIRES: 6/30/2024 Automatic balancing,automatic IT IS A VIOLATION OF LAW FOR ANY PERSON, reconnect,remote monitoring Weight Approx.53 Kg(116.8 Ibs) UNLESS THEY ARE ACTING UNDER THE DIRECTION Options and much more. OF A LICENSED PROFESSIONAL ENGINEER. Dimensions mm(in") W 544 D 725 H 87 TO ALTER THIS DOCUMENT. Secure (W 21.4"D 28.5'H 3.4') Our unique,patented Anti-Theft Circuit breaker 100 A,BMS Controlled,dual DRAWN BY: CHECKED BY:APPROVED BY: Device disables function of batteries pole MSB MSB MSB if removed from site.It's prepared for IP class IP20 optional GPS tracker. REDS REV #: --- Sustainable Communication Protocols RS485,RJ45(2)ports.Modbus The lifetime is extraordinary long. Being certified according to UL1973,UL62368,UN38.3 CONSTRUCTION It's small,light,maintenance free and Management&Monitoring Software for PC(Studio) DOCUMENTS can be remotely controlled. included for full local moni- toring and management.Remote connection via ModbusSUBMITTALS REV DATE DESCRIPTION D520022603 Rev IO A 02/04/22 ISM FOR REAM 'Ithe charge current is 1ma of higher. 0 04/ffi/22 ISSUED-FOR C(MSIRICIgN the battery will automatically reduce the clwge current to6-[2A temporarily 1 OIIIIIffi REV-11-ERNE OEMs ^Cut off when one cell reaches 2.5V.13 cells in series Data subject to change without,once Polarium Energy Solutions AB e Jan Stenhecks Torg 17 I PO Box 1037 I SE-16421,Kista,Sweden AdtE PROJECT NUMBER Phone:+46 8 5454 4000 I info,polanum.com I www.polarium.com 21 CCD1 2N-0050 DISH Wireless LL.C. PROJECT INFORMATION BATTERY CAPACITY CALCULATIONS PRPDX00342A cooE REFERENCE 2018 INTERNATIONAL FIRE CODE"CHAPTER 12,SlulXON 1208 STATIONARY STORAGE BATTERY STEMS HAVING CAPACITIES EXCEEDING THE VAWES SHOWN IN 13680 SW PACIFIC HWY TABLE 1208.2 SHALL COMPLY WRH SECTION 120821 THROUGH 12062.122 AS APPLICABLE TIGARD, OR 97223 ALLOWABLE TOTAL NUMBER RATED VOLTAGE x AMP-HOUR RATING OF BATTERY MODEL BATTERY TMCAPACITY RATED VOLTAGE AMP-HOUR OF BATTERY X TOTAL NUMBER - CAPACITY(kWh) SHEET TITLE PER CODE RARE' UNITS 1000 PATTER!IMRS BATTERY SPECIFICATIONS POLARIUM 48 VOLTS x 200 AMP-HOURS 13S SERIES, GEN D LITHIUM-ION 20 kWh 48 VOLTS 200 AMP-HOURS 2 TINTS X 2 BATTERY UNITS- 19.2 kWh SL1348-200-228-1U 1000 SHEET NUMBER CONCLUSION: 19.2 kWh <20 kWh. SEC"RONS 1206.2.1 THROUGH 1206.2.126 00 NOT APPLY A-7 BATTERY SPECIFICATIONS 1 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. • 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. di.. sh 3. DUE TO UTILITY EASEMENT RIGHTS SPECIFIED IN THE GROUND LEASE, CUSTOMER MAY INSTALL EQUIPMENT WITHIN SPECIFIED UTILJTY EASEMENT AREA "ERR"AND 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING BEST PATH DEPICTED ON A-1 µDE-1 REPRESENT PLANNED ROUTING BASED ON DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY BEST AVAILABLE INFORMATION INCLUDING E BUT NOT UDITED VEFSFI A SURVEY. EXHIBITS, OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT METES AND BOUNDS OF THE OATH EASEMENT,LPROPERTYY RIGHTS SKIN, PRIM MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. PROJECT THE vnuTION AND OTHER TEAL LLORIGHTS DOCUMENTS.IF ENSUING INSTALLING IlII.ITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING wireless. PATH IS MATERIALLY INCONSISTENT WITH THE PAR AND 'FBR`PATH DEPICTED ON 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL A-1 AND E-1 AND SAID VARIANCE IS NOT NOTED ON COS, PLEASE NOTIFY CROWN STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SI7FS AS CASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SAMTA FE DRIVE UTTLETON, CO 80120 3. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SQUALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. ' 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. BFY VO WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. ! --I \_ ,3, 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 0 ,..., , \\ 8. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. O 1111 EXISTING ICE i �\ SHIELD EXISTING EQUIPMENT PAD 7. CONTRACTOR SHALL I TION SHALL BE IN�ACCCOORWANCE WITH MANUFACTURER'S REDD AND CABLE PSPE�CIFICATIONS AND REC FOR All CABLE OMMENDATIONS. DAT IONS. �/•4 I/// \\\A A A (14.-5" x 20.-1") 1000 HOLCOMB WOODS PKWY, 8. All DISCONNECTS AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES SUITE 210 r -m-r— -.-vv-✓ .i-.-" ,-- 0 -. -.-��, .r-r r✓-r .--r.- r✓-.-r.-"r✓--rrr✓✓-r✓v-rrv-.-� INDICATING EQUIPMENT CONTROLLED. BRANCH maxis INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. SURE GA 30076 ��\\\ ////i S 678-280-2325 /. ( B. INSTALL µ EQUIPMENT GROUNDING CONDUCTOR NN ALL CONDl1IIS PER THE SPECIFICATIONS µ0 NEC 250. ��,�� / 1 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES. µD ALL EXISTING \� )' EXISTING ICE SHIELDDISCONNECT SWITCHES, µD EQUIPMENT CABINETS. T CONCRETE CURB T SUPPORT POST p pROQ < \ 10.ALL NEW MATERIAL SHALL WIVE A U.L LABEL ��EFF.6,/ 11 \ 11.PµEL SCHEDULE LOADING µD CI CUIT ARRµGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. � 'CC- �9 s/O-7 - (``\ 12.CONTRACTOR SHALL BERESPONSIBLEFORAS-BUILT PµELSCHEDULEµD SITEDRAWINGS. ill68PE f Ar:41101%;Allifille" / ' 5 EXISTING 13.ALL IRSJ,..HES IN COMPOUND TO BE HAND TANG MONOPOLE � S ELECTRICAL NOTES No SCALE 2 �G OREGON1� OVA Q Q Q 5 0 tiF 30 20 � t PROPosED Dm' _��/ P- �� NOTE: dqO w t- '0 WT,RI.es LJ_c 4 ii /�j 1 \\\\ O ` 0711U2022 FIBER IWIDHOLE i/�J 1 T O COORDINATERD DRO EEU SIITNEY WITHINITH EXISTING o1HERY CONTRACTOR • _11=1 I• S TOILC ROUTE BEEUBEs IBL OR AIG EASEMENT. EXPIRES: 6/30/2024 DISH WIRELESS LLB. SHALL RESPONSIBLE FOR OBTAINING EASEMENT PROPOSED DMI4 Wilms LL.0 FRAYS I i OI Q ( RIGHTS AS REQUIRED FOR INSTALLATION OF ALL UIILTIIES. UNIT IS A LESS THEY ARE NA OF CF LAW V DER THE D PERSON.N OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. l0 O S DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED NOERGROIIND;BET I O O O } `1l' w' MSB MSB MSB } REDS REV #: PROPOSED DISK \ EXISTING WOOD ^d a;. FBR— FBR—FBR—FBR I I Ma I Melees LLB. le FENCE : ' WIDE ICE BRIDGE , - CONSTRUCTION -- ----- -\ \\ \ // \ // z • I i DOCUMENTS �� ,... `.�. SUBMfrfALS k ` y '' El DATE DESCRIPTION i �rOpOS_.: El 0I/OH22 ISSUED FOR Nemo / i' 'rOpo F W'sh Sx7" 0 Nn/n/az Fat x-FRAME rem o \\ . .. PwR7" Tpower . I-ass area �� No El MI \ � CONIWCTIXi TO UIILf>E ."E • • tiI . Y - o MAE PROJECT NUMBER CLFARWRE METER N AND EXISTING ,,pw NIF 4r41' 40 if _.-- LABEL H-FRAME AP) TOP 21CCD12N-0050 1 n' * - DISH Wireless L.L.C. PROPOSED UNDERGROUND POWER 4 PROJECT INFORMATION L CONDUIT(LENGTH: 15-0'±) ' x PRPDX00342A 'r.., -• 13680 SW PACIFIC HWY ber HH -rapOs E. ber route „ TIGARD, OR 97223 4" :010 , ,�* .. SHEET TITTLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES 4I) ° SHEER NUMBER 6 4 2 0 5 10 E-1 UTILITY ROUTE PLAN — — — 1 ELECTRICAL NOTES NO Grill 2 3 16'=1'-0" CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 MALE TERMINAL STD • COUPLING ENDER TRAVEL VARIES PER SITE d r PART/ 1° s h p', }END LENGTH PART NUMBER TRENCHING NOTES WORIC SPECIR E945D E945DX 1/2' 20 4' I--- 1. CONTRACTOR S NOTES)(SEE GENERAL 01�THE SLOPE TO SUIT SOIL E945E E'B45EX 3/4' 15 4' lie (SEE CHART FOR ORCONDITIONS BY EITHER SEEDING SODDING CRASS AREAS. OR CONDMON N ACCORDANCE WITH LOCAL I REGULATIONS E945F E945FX I' 10 4' I -1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 AREAS TO ITS OPoCIINL CROSS E945G E945GX 1 1/4' 5 4' SECTION. //z\� �/',../ 5701 SOUTH SANTA FE ERNE E945H E945HX 1 1/2" 5 4' Q 2. TRENCHING SAFETY; INCLUDING, o cqT TV BUT NOT UNITED TO SOIL I //� /,/ m u LITTLEfON, CO 80120 E945J E945JX 2' 15 8' CLASSIFICATION, SLOPING, AND \ \ X F E945K E945KX 2 1/2' 10 8• THE SHORING, OSHA GOVERNED SHALL BE j s / /� // rc i E945L E945LX 3' 10 8" SAFETY TRENCHING CAVAT ON ' a �// /\ 0 7 co E945M E945MX 3 1/2" 5 8' I. 3. ALL CONDUITS SHALL BE ly � ` O INSTALLED IN COMPLIANCE WITH i7• i\ � , / a E945N E945NX 4' 5 8' THE CURRENT NATIONALUTILIT, WARNING TAPE O. ESOP E945PX 5• 1 8' ELECTRIC CODE (NEC) OR AS NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE E945R E945RX 6' 1 8' CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS SUP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. WORK SPECIFICATIONS 1000 HOLCOMB WOODS PKWY, TERMINATION, AS PER LOCAL BRUIN POLICY' SUITE 210 ORDINANCE AND/OR SPECIFIED REQUIREMENT. ROSWELL, GA 30076 678-280-2325 EXPANSION JOINT DETAIL NO SCALE 1 TYPICAL UNDERGROUND TRENCH DETAIL NO crAIF 2 NOT USED NO SCALE 3 LIQUID-TIGHT FLEX METAL 1.NN1 CONDUITS frW,E GRAPE SHOULD BE RCS , .t5:• PROFFc46 CONDUIT WITH .- UNLESS NOTED OIHERM5. ��j 0NGIN4;9 /0 NOTE FIBER PROVIDER RIGID CONDUIT so 2 Al PROPOSED CONDUITS Ala)GABLE SHOULD BE 7 PROPOSED FIBER WILL NEED TO PROVIDE AN LIBELED PER DISH Wireless LLC. r 68PE ` HID. F REQUIRED ADDITIONAL 5FT UNISTRUT, LB WITH . PROPOSED DISH Wireless LLC. 2 U-BOLTS WITH 4 NUTS, COVEN & SPECFICATIONS 1, UNISIRUT \ IN THE EVENT THE T BRACKET SPACING DOESN'T �� C C q ., UNE UP CURRENT SPACING BELOW 1911r..., WRAPPED RIGID STEEL ( v OREGON PROPOSED FIBER PROVIDER 91 IN OUT U CONDUIT ABOVE GRADE (TYP.) ( 1� C 1-1/4' FLED( CONDUITS 1 , HOT DIP GALV IRNSIRUf GRADE ( CL,�F 30, 20 A FIBER PROVIDER TO TERMINATE CH TOP OF _ ' ' '7 POWER TO FIBER PROVIDER NID�= ; TELCO OF NID FIBER PROVIDER TO PUNENCLOSURE AND �� AND PLASTIC END WITH DTANSION ANCHORS ��/-s�//�i�/ /\j/\/\� ( O W10° C PROPOSED DISH Wireless LLC. INSTALL 1-1/4" LIQUID TIGHT ` \\��1;\�� \ \\\/\ ( 07/11/2A22 ' 12 AWG WIRE (6' TNL) �_ CONNECTORS,T uo-usNGD,�� i EXPIRES: 6/30/2024 L 0UNLESS THEY ARENACTING UNDER THE DIOF LAW FOR ANY RSON.N FIBER PROVIDER TO INSTALL CAI TRANSITION TO RIGID OF A UCENSED PROFESSIONAL ENGINEER. PROPOSED DISH Wireless LLC. 1-1/4' FLEX CONDUITS BETWEEN RIGID STEEL TO PVC TO ALTER THIS DOCUMENT. ID AMP DISTRIBUTION BREAKER r "' — FOP TELCO BOX & NID �� ADAPTER PVC COUPLER -PROPOSED DISH Wireless LLC. I DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wireless LLC. I TELCO FIBER ENCLOSURE I 12 AWG WIRE /�_� C� / PROPOSED DISH Wireless LLC. MSB MSB MSB 1-1/2" FIBER TO CABINET I SCHEDULE 80 PVC 51REP S N d I RHOS REV #: ___ PROPOSED DISH Wireless LLC. • T.OT II PROPOSED DISH Wireless LLC. U PVC SCHEDULE 40 CONDUIT 1-1/2' POWER FROM CABINET ` ,, 2" CONDUIT FROM COMMERCIAL BELOW GRADE (TYP.) CONSTRUCTION 11 FIBER VAULT DOCUMENTS LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 CABINET CONDUIT DETAIL NO SrAIV 5 TYPICAL UNDER6 UNBEBTUB-UP DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 02/04/22 ISSUED FOR REMI 0 O2/25/22 ISSUED FOR OONSTRU LION LB WITH COVER III WATER TIGHT EQUIPMENT 1 COMMRp.NiRNE Kau& GASKET CABINET ENTRY HUB UOUID-TIGHT FLEXlijil A&E PROJECT NUMBER Mw�m1�FTCrnIaDGusIT 21 CCWirelessD12N-00L.L.C5 L.L.C. DISH PROJECT INFORMATION PRPDX00342A P 13680 SW PACIFIC HWY TWITH IGARD, OR 97223 � �� NISTRUT ANCHORS AND- HOT DIP GALVUPLASTIC END CAPS SHEET TITLE 41 ELECTRICAL -MAMMON TO RIGID�r-� DETAILS iP SCHEDULE 80 PVC SWEEP SHEET NUMBER E-2 CABINET CONDUIT ENTRY DETAIL NO SCALE 7 NOT USED NO SCALE a NOT USED NO SCALE 9 } NOTES } CONCUR SIZING: AT 401C FILL PER NEC CHAPTER 9,TABLE 4, ARTICLE 358. PROPOSED POWER PROTECTNE CABINET ENERSYS NETWORK CABINET 0.5' CONDUIT - 0.122 SQ. IN AREA • } ��,SERVICE ENTRANCE I20/240V, 1 PH, SERNCE RATED, 0.75'CONDUIT - 0.213 SQ. IN AREA 120/240 VAC iPN N3R.OVE 65LL UL LIK TEDAC POWER CENTER. 2.0' CONDUIT - 1.316 SQ. IN AREA d ,,,wsh EXISTING t20/240V, t43W. /10K AK: UTILITY COMPANY TRANSFORMER } [ 3.0' CONDUIT- 2.907 SQ. IN AREA ( } BACKUP GENERATOR �10iA �Q,A IµNTENRLOCKEDED GENERATOR WM CABINET CONVENIENCE OUR.ET CONDUCTORS (1 CONDUIT): USING AWN-2, CU. SQ. IN 1 II NEW COMPAL�AND CONDUIT REOdRElENiS PER ��' PLUG 0.75" EIR PROPOSED NDUITS #10 - 0.0211 SQ. IN X 1 - 0.0211 SQ. IN <GROUND wireless_ eles7 ( } SURGE SU TOTAL - 0.0833 SQ. IN DEFACE 100KA 5701 SOUTH SANTA FE DRIVE 0 1 02 0.5' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, GFYX 15A INCLUDING GROUND WIRE.AS INDICATED ABOVE. LITTLEFON, CO 80120 ` } PROPOSED 2 /8, 1 #8 CU 0 } 40AGOD. 03 1 FOR RECTIFIERS 1 & 2 t COMPACTOR TO UTIUZE COSTING (METER/DISCONNECT AND RELAB.E'DISH, 1 2a � RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015, CU. ( � 4M PROPOSED 2 �'� CU�'> 0 I FOR RECTIFIERS 3 & 4 #8 - 0.0552 SQ. IN X 2 - 0.1103 SQ. IN ( g i SPACES OB SHARED GROUND WEB #8 - 0.0131 SO. IN X 1 - 0.0131 SQ. IN <BARE GROUND CAI PROPOSED 2 �6 8 W 0 TOTAL - 0.1234 S0. IN ELECTRODE (GROUNDING-,,,.,.,,,,,0 I FOR RECDFlER 5 i ; SPACE 11 12 20A 0.75' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES. 0 + (3)N 3'WITH H 40 GROUND-0 "A13 14 INCLUDING GROUND PARE, AS INDICATED ABOVE. A 5 ) SPACE15 8 N_ACE PPC F CONDUCTORS (I CONDUIT): USING THWN, CU.SPACE SPACE D GROUNDING ELEUISNA'.SHALL BE� } ^17 18.-. 3/0 - 0.2879 SQ. IN X 3 - 0.8037 SQ. IN 4 (2) 5/8-10 X 10' LONG GROUND ROD ) SPACE SPACE1000 HOLCOMB WOODS PKWY, .�19 20^ (1) PROPOSED #6 - 0.0507 SQ. IN X 1 - 0.0507 SQ. TEl <GROUND SUITE 210 ROSWELL, GA 30076 A }SPACED MINIMUM 8'APART SPACE SPACE 0.5' EMT CONDUIT i ,- 22-..,,____ TOTAL - O.B544 SQ. IN SPACE SPACE 678-280-2325 i } l l 2.. 24,....,_ 3.0'SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES, i ) SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE. ri-i-r.i-. i- -�r-.-r, PROPOSED 2 /10, 1 #10 CU GNU. I FOR CONVENIENCE OUTLET f� (, } .S5'°'O PROFFs vv tam 5 GINS �% FlMAL DECONTRACTOR S TO DETAILS TO } BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 10SC, 600V. AND PVC INSULATED. IN THE SIZES SHOWN �N F9 02 < ( } IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTRITE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. i 68PE 9r s } BREAKERS REQUIRED* ( A (2) 40A, 2P BREAKER - SQUARE D P/N:00240 (1) 20A. 2P BREAKER - SQUARE D P/N:00220 ( < (1) 20A, 1P BREAKER - SQUARE D P/N.TQ0120 ( 5 J ./ l-J-._i`...t-,I,..r_s✓-✓s✓,...,-nJ- ..n,..�J--.I..I-J--./..../.�.n�-J.._/...r...nJ JJ"./J t v�OREGON Q, < i OA, 30, 29 \'S 1 0711112n22 PPC ONE—LINE DIAGRAM NO SCALE 1 EXPIRES: 6/30/2024 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACING UNDER THE DIRECTION OF A UCENSD)PROFESSIONAL ENGINEER. 70 ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: MSB MSB MSB RFDS REV #: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPS cX7 cXr VOLT Ames REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP # PHASE * TRIP (WATTS) LOAD SERVED LI L2 LI L2 A 02/04/22 BMW FOR RE4EW PPC GPO OUTLET 180 15A 1 n A -rA 2 3840 _ENERSYS ALPHA CORTEX 0 4414 ENERSYS GPO OUTLET I 20A 3 n B Ts. 4 3840 RECDFIERS 1 &2 � ��SO -SPACE- 5 n A ./T_ 6 3840 ENERSYS ALPHA CORD 1 07/11/92 FAY.N-Hg1E OEMS -SPACE- 7 n B 8 4M E% 3840 RECTIFIER 3 &4 -SPACE- 9 n A 10 1920 ENERSYS ALPHA CORmEX -SPACE- 11 n 8 12 20A1920 RECTIFIER 5 -SPADE- 13 a-L. A n 14 -SPACE- -SPACE- 15..".. B n 16 -SPACE- -SPACE- 17 n A n 18 -SPACE- -SPACE- 19 n B n 20 -SPACE- A&E PROJECT NUMBER -SPACE- 21 n A n 22 -SPACE- -SPACE- 23-". B,n 24 -SPACE- 21 CCD 12N-0050 VOLTAGE AMPS 1 180 1 180 19500 19500 200A MCB, 1+, 24 SPACE120 240V LI L2 MB RATING: ,000 MC 9080 9680 VOLTAGE AMPS DISH Wireless L.L.C. 81 81 AMPS PROJECT INFORMATION 81 MAX AMPS 102 MAX 125% PRPDX00342A 13680 SW PACIFIC HWY TIGARD, OR 97223 SHELF TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED No NI'MF 3 TEST WELL P�WOOS PROPOSED BUSS PROPOSED 4'x12'xi 4'TINNED • EXOTHERMIC CONNECTION TEST GROUND ROD WITH COPPER GROUND SS BAR T• INSPECTION SLEEVE EQUIPMENT LAYOUT IS SCHEMATIC IN NATURE • MECHANICAL CONNECTION • r • r • r 0 REFER TD SHEET A-3 FOR EQUIPMENT LAYOUT AWG STRANDED & INSULATED d „„.„ sh 1 'I I' GROUND BUS BAR � BOND PROPOSED EQUIPMENT / I — — — I2 AWG SOLID COPPER TINNED —_ . O GROUND ROD PLATFORM TO PROPOSED GROUNDING pall EI . - - - r:!=s . BUSS BAR INSULATOR ELECTRODE SYSTEM (TAP OF (4)) , omoi , `�•,�� (�; / BOND ICE BRIDGE Iy.4 I SUPPORT POSTS TO BOND H-FRAME POST r td� I ��PoPosTs) s) 5701 ITLLEOTTON,S COA80120RIVE GROUNDING LEGEND FE TO UNISIRIIT (TAP) I � EXISTING TOWER GROUND I. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. ��'� 7��> - I f RING (FIELD VERIFY) / i 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN i' COMPLIANCE WITH NEC SECTION 250 AID DISH Wireless LLC. GROUNDING AND BONDING REQUIREMENTS AND MANUFACTURER'S SPECIF CATIONS. RI AwG BURIED GRQUNOI \RING 30' BELOW GRADE Q \ 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SQUILL BE USED. ' /2 TINNED SCUD IN 1/2- MIN. LIQUID ''-'mr••••• II- ' ® ® 1 GROUNDING KEY NOTES 1000 HOLCOMB WOODS PKWY, TIGHT CONDUIT FROM 24' BELOW GRADE • ® I SUITE 210 TO WITHIN 3-TO 6' OF CAD-WELD - WAkkAf�T�VaV V. VAkkVI��M ® . ROSWELL, GA 30076 TERMINATION POINT. EXPOSED END OF I '---.--A.----�- _.® ® . 678-2E10-2325 THEED I1 T uC D CAUMULK. ) .-VA AV--- A •j'YJ�RIOR GRINNND RIND• 12 AYIG SOLID COPPER, BURIED A7 A DEPH OF A7 LEAST 30 INCHES BELOW �'' I, is ® ® ® ® O GRADE,TO 8 INCHES BELOW THE FROST LANE AND APPROXIMATELY 24 INCHES FROM THE E TERROR WALL ` 01 ® / OR — — — '.• �' TOWER GROUND RING- THE GROUND RING MIEN SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, ( Q,EO PROFF 1 \. - �.pr�>_�=IOU �Passssssssssu�c:� O AND/OR GUY ANCHORS. WHORE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE '��' Ss ti �� BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE ( ,5 oNGINFFR �p 1 I BUILDING RING GROUND SYSTEM USING MINIMUM }2 AWG SOLID COPPER CONDUCTORS. ( C7 1% 1 0 — — — — — — — r - \`_�-- / O UNF9j{)Q wilt/2RTHq; #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE 1 68PE i EXISTING MONOPOLE TOWER PERIMETER OF THE EQUIPMENT AREA ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND C BOND EQUIPMENT AS WITHIN A SIZE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH /8 AWG STRANDED GREEN ( INSULATED CONDUCTOR. REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO DIETING O pimp TEl INTERIOR GROUND RING- }2 AWG SCUD TINNED COPPER WIRE PRIMARY BONDS SHALL BE ( v OREGON IDIIEJI GROUND RING (TAP OF (2) TOTAL) BUILDING. AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE L�F o1� c 30, v� GROUND ROD;UL LISTED COPPER CUD STEEL. MINIMUM 1/2' DIAMETER BY EIGHT FEET LONG. GROUND { y'q0 WI1.H�/1112DZ2 ` TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRNEN TO THE DEPTH OF ' GROUND RING CONDUCTOR. EXPIRES: 6/30/2024 NOTES O GEI I REFERENCE CROUNO RAP POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON. FRAMES. ALL BONDS ARE MADE WITH 2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESS THEY ARE ACTINGPROFESSIONAL UNDER THE oIEE, f OF A LICENSED ENGINEER, PROPOSED UPPER TOWER — - ANTENNAS AND OW SHOWN ARE GENERIC AND NOT COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) 12 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. GROUND BUSS BAR REFERENCING TO A SPECIFIC MANUFACTURER. THIS LAYOUT IS FOR REFERENCE PURPOSES ONLY O HATCH PUTS GROUND EAR: BOND TO THE INTERIOR GROUND RING WITH TWO /2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: ■■ INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH I•• 7 7 • USING ()T CRGB MUST R CONNECTEDGREEN TOTHE HATCH-PLATE MID CO RS INTERIOR GROUND RING MSB MSB MSB P � I- 1151NG (2) E /2 AWG STRANDED INSULATED COPPER CO Dl110 TH EACH.M••- r " pr'pAo-\\p. H F ENTRY PORT f.ROIINRA AN •°S' LOCATED AT THE ECE TO THE CELL SITE BUILDING. BONDREDS REV AN TO GROUND RING WITH A/2 ARC SOLID TINNED COPPER CONDUCTORS WITH EXOTHERMIC WELD AND .,�;;�\` / PROPOSED 12 AWG INSPECTION SLEEVECONSTRUCTION ,\V �,/ GREEN ISU TED (TAP) OI TELW GROL IND BAR• BOND TO BOTH CELL REFERENCE GROUNND BAR OR EXTERIOR GROUND RING.STRANDED COPPER DOCUMENTS PROPOSED 4'8'x1/4'TINNED \A\\\\ /\\ LTEDFRMEFREWIS NO7 ISOLATED FROM 7NE EQUIPMENTS METAL FRAMEWORK.COPPER SECTOR GROUND \��Z \\\pv' REV DATE DESCRIPTION BUSS BAR (TAP OF (3)) \\NgF _ \\\\\. Q\� KO INTERIOR UNIT Wang* METAL RING REQUIRE CABINETS AND INDMDUAL METALLIC UNITS LOCATED WITH THE AREA A e>t/04/4Y ®ORB FOR REM \\\\\:\�� Vj�R _r \\ \O\\\\ OF THE INTERIOR GROUND A 16 AWG STRANDED GREEN INSULATED COPPER BOND TC THE o w \ \p l�r 714, i - `\\A\ \�\\\�\\\\ 4 INTERIOR GROUND RING. ey76/22 ISSUED FOR CIO CCS.S N Q\\�� \• R \\\�0\\\\\\\0\ 4, O I m/IVY V.x EEe II mMs `V: \\\\\\\\\\\\\\ � L FENCE ANO (`ATE GROUNIINQ• METAL FENGNCES WRIIIN 7 FEETDED OF TiE GROEXTERIOR GROUND RING OR OBIECfS dp \\\\\\\//Iv TINNED COPPER CONDUCTOR ATUAN IRIMFlNAL NOT IXCEI7NNG25 FEET. BONDS SHALL BEAM DE AT EACH \ • �?' i �� I\\\� GATE POST AND ACROSS GATE OPENINGS. PROPOSED GROUND I ' I \� M EXTERIOR UNIT BONG.,: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED BUSS BAR O•' ' / I O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOUD COPPER WIRE A&E PROJECT NUMBER INSULATORS (rye) Iv ® 21CCD12N-0050 I O 1CF AR NIE SUPPORTS' EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH /2 ARC BARE\\ O NED COPPER CONOR. PROVIDE EXERMIC WELDS AT BH THE ICE BRIDGE LEG AND BURIED4. ( � GROUND RING. DISH Wifeless L.L.C. \ �I. PROJECT INFORMATION OO WRING ALL DC POWER SYSTEM CHANGES INCLUDING DC STSI EM CHANGE OUTS, RECTIFIER REPLACEM. A\\Y\O... �I'l \0;,\V41, OR MDITIONS, BREAKER DC CONVERTER OHANGE5,SYSTEMS T SHALL REQUIRED EEDY REPLACEMENrs AND PRPDX00342A � •- p�. . p,.\ �- u. �. �.Y INSTALLATIONS OR CHANGES TO DC C IT BE REWIRED THAT SERVICE 13680 SW PACIFIC HWY '\\\�\\\\\ \ \\\\'�\\\\\\\\\gyp\\\\` \ CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND \\\\ \I � \\\\\\q� \\ \\\, CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL sffE TIGARD, OR 97223 PROPOSED /8 \\ \\ \\ \\ . REFERENCE GROUND BAR ANC STRANDED OP TOWER TOP COLLECTOR BUSS BAR IS TO DE MECHANICALLY BONDED TQ PROPOSED ANTENNA MOUNT COLLAR. SHEET TITLE INSULATED (TAP) P „j GROUNDING PLANS 4 REFER TO DISH Winless LLC. GROUNDING NOTES AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAT'( NO SCALE 2 GROUNDING KEY NOTES NO CCAIF 3 NOTES NOTES r-i--r."rr^rrrr-,r`rr`rrr^rrr',0-,e-rrrr,rrrr-ri-rrr-rrr-rrr-rr-rrr--r rr rr rrrrrr^rr--r^-r EQUIPMENT comprEr 016I1m FOR gMrtY 1\ CABLE GROUNDING jiff REQUIRED WHEN . C 1! rail Ili ANTENNA IS LESS THAN 10' FROM CABINET l 5 MOM!! v 1 �I sh t i PROPOSED GPS UNIT • 'I' 1 C s I 1 wireless f2 AWG GROUND ,Im— PROPOSED POST { p PROPOSED P CCOLUMNCONDUCTOR TO GROUND ". 1 . 5701 SOUTH SANTA FE DRIVE k. of � PROPOSED GPS UNIT N LITTLETON, CO 80120 ` I�� rf' ______``,� 'III } EQUIVALENT T APPROVED , PROPOSED PIPE CLAMPS I D I1D l ;—.1 I F REWIRED a■'� PROPOSED LC i l I I 0 C Wireless LLC. 5 111�D0. 17 I,� C CABINET 1 I ; I , ;(� I ■1/2 COAX (:ABLE 8' \` 1000 HOLCOMB WOODS PKWY. 117_--,- } I I MINIMUM BENDING RADIUS PER CABLE MANUFACTURER'S �\ SUITE 210 ROSWELL, GA 30076 t ® i _F6ER FJEd.OSI1RE IS SPECIFICATIONS 'PTO GROUND 678 280-2325 { j } TYPICAL GPS UNIT GROUNDING Ma SCALE 2 l — uI I 1 FQ0) PROFe i�, l i 5 ��5� �NGI NFPq si0 I C i PRarosec/z Awo>E �' ` �0 ' ' u INFO OSED# RNG 9 xrsp Z ,� t 68PE } I ��OREGON i , H 'v ; ± \ SOLD IN 1/2'MIN. E` T CONDUIT FROM 24' A -�� cep ``1 1 (1� ,j0, 'Z9O�E TO wmaN S TO 8' \ , j qD WI`N l D TNT. ( ,ENDAITDONE CA1RR. (m)�I I PROPOSED D RING 1 EXPIRES: 6/30/2024 GRDIDINEQUIPMENT WEYR ro 1 I I R IS A VIOLATION OF LAW FOR ANY PERSON, l ; IS!/V,NEeNE: I �, I UNLESS THEY ARE ACTING UNDER THE DIRECTION j / ELECTRODE ) J7 f \\ ,L1 \\ OF 0.ALCENSED TO ALTER THIS DOCUMENT. ENGINEER, `C — / L - - — - - _ - - - - `) DRAWN BY: CHECKED BY:APPROVED BY: L MS8 MS8 MSB ✓✓.r i . ... ✓✓.i-✓��✓�s_r....r...r✓-✓✓s✓s✓✓.��ss�s.r. - _. r BASE CONNECTION - - REDS REV : __- PROPOSED / GROUND RING 2 GROUN. CONSTRUCTION DOCUMENTS H-FRAME GROUNDING DETAIL NG SCALE 1 OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12' DIA I1 24- DEEP A 02/04/22 ISSUED FOR MEW INSPECTION SLEEVE PVC i OR SOIL PIPE WITH CAP 0 OR/1S/22 AWED FAR W16TR11CIXIN OR EQUIVALENT I 07/11/22 REV.N-ERNE DETAILS 14 — IMI - I 1 FlN91ED GRADE INCLUDE WARNING TAPE ION EVOKE LL PER SPECIFICATIONS 500 ./%\%\%/\//\//\/ /\\%\\%\y\%/\\% L A&E PROJECT NUMBER m 77CC6 ,, /%\OVA//A/ /A/A/A/A/‘ 0 21CCD12N-0050 Y c°5 A%�\%AA% %A�%, EXOTHERMIC CONNECTION l i VVA/VA//A V/A/V/ �6 z DISH Wireless L.L.C. 7 '9' ///�\ \/\/ 3/4'CRUSHED STONE OR m D PROJECT INFORMATION </i/// -Al ////\ EQUAL FILL TEST WELL TO "4 ' - WITHIN 2' OF TOP OF PRPDX00342A / s / GROUNDING LOOP CONDUCTOR R I GROUND RING. /2 ARG 13680 SW PACIFIC HWY ''�'j DER BARE OR TIGARD, OR 97223 #2 AWG SOUD TINNED I SHEET TITLE COS CONDUCTOR GROUNDING DETAILS EXTERIOR GROUND RING GROUND ROD, 1/2' MIN. ■ 8'-0' LONG COPPER CLAD STEEL (ERICO #625500) SHEET NUMBER G-2 NOT USED NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO scj.E 5 TYPICAL GROUND RING TRENCH NO SCALE 6 EXTERNAL CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN 1. EXOTHERMIC WELD (2) TWO, #2 AWC BARE TNNm SOLID COPPER CONDUCTORS TO GROUND TOOTHED ECIERIOR TWO-HOLE SHRINK UV BUR UP AGAINST THE TOOTHED BARREL REQUIRED FOR CLEARSHRINK BUTT BUT UP AGAINST INSULATION TO • BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RATED CONNECTOR BARREL ALL TWO-HOLE CONNECTOR BARREL tor ECTORS WELD. d ‘,... sh 3/8' DIA x1 1/2' 3/8' DIA x1 1/2' 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. ALL HARDWARE 1B-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN AND-OXIDANT COMPOUND BEFORE MATING. 5/5 NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. S/S LOCK S/S LOCK WASHER WASHER 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND MID ALWAYS DIRECT GROUND CONDUCTOR r LITTLETON, CO 80120 DOWN TO GROUNDING BUS. // ryT/T/T/T/r/�/-I 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHERT I 1�-�J 1��1� r S/S FLAT Jflf11 THE BACK SIDE. TINNED COPPER TINNED COPPER 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BAR S/SFLAT GROUNDING 84H _ 7. THE CONTRACTOR SHALL BE RESPONSIBLERI FOR INSTALLING ADOONAL GROUND BAR ASWASHERTlJfffA WI HER Pr -,•/� REQUIRED. �/J L O B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8'OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT P , (1 OF 2) (1 OF 2) O 1/18' MINIMUM SPACING 1/16' MINIMUM SPACING 1000 HOLCOMB WOODS PKWY, SUITE 210 ROSWELL, GA 30076 678-280-2325 TYPICAL GROUNDING NOTES NO SCALE 1 TYPICAL EXTERIOR TWO HOLE LUG NO seuF 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 ..„--'--'-,'„-'r"..-'.-..- - , ( Dt PPROFF e �, GIN S/0� ( 68PE NOTE MINIMUM OF 3 THREADS S/S BOLT(TYP) ( ; TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) _ w,s 1�1 '.' 1�1 S/S Fur WASHER (TYP) ( It v OREGON 2 HOLE LONG BARREL -•-�- ( CY F 30, 2� �'C T WG SOLD COPPER 1�1 1W�m1 ( ti40 WiLHO l91/2022 5/5 FLAT WASHER (TIP) `uN OTTEDsSLID EXPIRES: 6/30/2024 BAR Mil. S/S NUTlir ( ) R s A VIOLATION OF LAWFES FOR ANY PERSON, CHERRY INSULATOR UNLESS THEY ARE ACDNG UNDER THE DIRECTION INSTALLED IF REQUIRED OF A II ALTER [ICOM ENGNEER, TO ALTER O WCUMEM. DRAWN BY: CHECKED BY:APPROVED BY: '■' MSB MSB MSB REDS REV #: --- CONSTRUCTION DOCUMENTS LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A E2/04/22 sIEO FOR MEN 0 04/06/II ISSUED FOR COIslIIEI I 1 O7/11/ffi M.H-FIWE OEM A&E PROJECT NUMBER 21CCD12N-0050 ' DISH Wireless L.L.C. PROJECT INFORMATION PRPDX00342A 13680 SW PACIFIC HWY TIGARD, OR 97223 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 RF JUMPER COLOR CODING 3/4'TAPE WIDTHS WITH 3/4' SPACING ALPHA RAH BETA RRH GAMMA RRH LOW BANDS (N71+N26) AWS • LOW-BAND RRH - PORT ��2 PORT 3 PORT PORT SLANT PORT SLANT PORT 1 SLANT PORT l �S 4 OPTIONAL - (N29) (N66+N70+H-BLOCK) d ,„.., sh (600MHz N71 BASEBAND) + ORANGE PURPLE (850MHz N26 BAND) + (700MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) �.II.I ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE fG7"'"� (3 GHz) ON ANT/RRH LRTLETON, CO 80120 YELLOW WHITE l�Y 9 l�Y J IINA RED RED RED RED III". 311 103111 BLUE BLUE GREEN GREEN GREEN GREEN ALPHA SECTOR BETA SECTOR GAMMA SECTOR O. , MID-BAND RRH - O (AWS BANDS N66+N70) PURPLE 0 RED RED PURPLE PURPLE BLUE lam PURPLE PURPLE GREEN GREEN RED BLUE GREEN 1000 HOLCOMB WOODS PKWY, N.LIAPURPLE PURPLE PURPLE PURPLE I PURPLE PURPLE SUITE 210 ADD FREQUENCY COLOR TO SECTOR BAND RO2.678-280-2325 30076 (CBRS WILL USE YELLOW BANDS) Q�, fdl ;Ta R516.;d IR:.:�i COLOR IDENTIFIER NO $fl F 2 r r HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 ( ��a PROFFs A S s RFD RED RED 9 INCLUDE SECTOR BANDS BEING SUPPORTED BIDE ( • 68PE ALONG WITH FREQUENCY BANDS GREEN GREEN ORANGE EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS ( , PURPLEALL SECTORS, BOTH LOW-BANDS AND MID-BANDS ( 1 ORANGE YELLOW ( v^I�O� REGON EXAMCBRS ONLY, ALLYBRID, OR CTORS DISCREET, SUPPORTS PURPLE �1 LjV� 30 20�-` ( tigo wiu ° ; FIBER JUMPERS TO RRHa LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH ( O"7/11/20Z2 ( EXPIRES: 6/30/2024 ` LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME AC11NG UNDER THE DIRECTION RED RED BUJE BLUE GREEN GREEN OF A UCENSED PROFESSIONAL ENGINEER, l0 ALTER THIS DOCWENf. PURPLE PURPLE PURPLE DRAWN BY: CHECKED BY:APPROVED BY: MSB MSB MSB POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH RFDS REV #: --- LOW-BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY CONSTRUCTION RED RED BLUE BLUE GREEN GREEN DOCUMENTS NOT USED NO GENT 3 SUBMITTALS PURPLE CM PURPLE REV DATE DESCRIPTION A 02/04/22 6IMER FOR RENO 0 02/20/22 BRINED FOR CONSIRUCRON RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 1 07/11/22 REV.I$-FPAE DETAILS LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ LEAN BAND/ HIGH BAND/ IN' 'IN' IN' 9N' 'IN' "IN' RED RED BLUE OWE GREEN GREEN A&E PROJECT NUMBER PURPLE 21 CCD 12N-0050 DISH Wireless L.L.C. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH Of 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES PRPDX00342A LINKS WILL HAVE A 1.5-2 ,NCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY 13680 SW PACIFIC HWY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH TIGARD, OR 97223 ADDITIONAL MW RADIO. WHITE WHITE WHITE WHITE WHITE WHITE MICROWAVE CABLES WILL REQUIRE P-TOUCH RED RED BLUE BANE GREEN GREEN SHEET TTfLE LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHITE WHITE LOCAL AND REMOTE SITE IDS RF RED BLUE GREEN � � wHrE CABLE COLOR CODES SHEET NUMBER RF-1 RF CABLE COLOR CODE$ NO SCALE 1 NOT USED NO SCALE 4 1 EXOTHERMIC CONNECTION • AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUNDS) • BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET r AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION diowsh CHEMICAL ELECTROLYTIC GROUNDING SYSTEM A AFG ABOVE FINISHED GRADE HAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING JTT,I VM gT AGL ABOVE GROUND LEVEL MAX MAXIMUM AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT EXOTHERMIC WITH INSPECTION SLEEVE ® ALUM ALUMINUM MACH MECHANICAL GROUNDING BAR I� ,I ALT ALTERNATE MFR MANUFACTURER MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE GROUND ROD II ANT ANTENNA APPROX APPROXIMATE I ,�, MIN MINIMUM LITTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE IIF RIT ARCH ARCHITECTURAL MISS MISCELLANEOUS ��I ``` ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH AWG MERMAN WIRE GAUGE MI5 MANUAL TRANSFER SWITCH BAIT BATTERY MW MICROWAVE DUPLEX RECEPTACLE CI) BLDG BUILDING NEC NATIONAL ELECTRIC CODE BIN BLOCK NM NEWTON METERS P O As BLKG BLOCKING NO. NUMBER DUPLEX GFCI RECEPTACLE 4i0 BM / NUMBER BEAM O r -) BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE FLUORESCENT UGHTING FIXTURE I F I BOF BOTTOM OF FOOTING OC ON-CENTER 1000 HOLCOMB WOODS PKWY, 2 TWO LAMPS 48-T8 L _1 CAB CABINET SUITE 210 OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ROSWELL. GA 30076 SD CANT CANTILEVERED OPNG OPENING 678-260-2325 SMOKE DETECTION (DC) CFI: CHARGINGr CLG CELING P/C PRECAST CONCRETE PCS PERSONAL COMMUNICATION SERVICES CLR CLEAR EMERGENCY LIGHTING (DC) COL COLUMN PCU PRIMARY CONTROL UNIT t p PRO 1 SECURITY LIGHT W/PHOTOCELL LfMONA ALXW O COMM COMMON PP POLARIZINGPMARY RADIO CABINET A mNNETT ( �'��G,1 ROpes'/ LED-1-25A400/51 K-SR4-120-PE-DDBTXD CONC CONCRETE \ !CAN Fig a* , PSF POUNDS PER SQUARE FOOT ( 68PE � CHAIN LINK FENCE x x x xCONSTRUCTIONP51 POUNDS PER SQUARE INCH WOOD/WROUGHT IRON FENCE 0 0 0 0O DBL PT PRESSURE TREATED t 0DC DIRECT CURSOR , PAR POWER CABINET WALL STRUCTURE Y//////////////////////////////////1 DEPT DEPARTMENT MY QUANTITY DF DOUGLAS FIR RAD RADIUSLEASE AREA — — DIA DIAMETER L� OREGON RECT RECTIFIER t �//� �C PROPERTY LINE (PL) - - - - - - DING DIAGONAL REF REFERENCE t C P 30, r2,S C DIM SETBACKS DWG DRAWING REINF REINFORCEMENT t ti40 W1L0 DWI DOWEL EA REQUIRED t D1/11/2022 ICE BRIDGE EA EACH RET REMOTE ELECTRIC TILT 1 EXPIRES: f 30�2024 CABLE TRAY Y/ ��//J EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON. J MAC RIGID METALLIC CONDUIT UNLESS A AE UNDER 1HE DIRECTOR WATER UNE — W W W W W — EL ELEVATOR SDPROFESSIONAL ENGINEER, EEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER DaDOCUMENT. UNDERGROUND POWER —UGP—UGP—LEP—UGP—LEP— RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING DRAWN BY: CHECKED BY:APPROVED BY: UNDERGROUND TELCO UGT — UGT —UGT —UGT -UGT - ENG ENGINEER RWY RACEWAY EQ EQUALSCH SCHEDULE MSB MSB MSB OVERHEAD POWER OHP aP O P ai- SHT SHEET OM EXPANSION REDS REV OFIT OFIT CHI' aR DR EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE #: --- OVERHEAD TELCO SM SIMILAR UNDERGROUND TELCO/POWER UGT/P — UGT/P —UGT/P —UGT/P — EW EACH WAY SPEC SPECIFICATION CONSTRUCTION FAB FABRICATION ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP — FF FINISH FLOOR S0 SQUARE DOCUMENTS FG FINISH GRADE SS STAINLESS STEEL ABOVE GROUND TELCO —AGT —ACT —AGT —AGT —AGT — STD STANDARD FT FACILITY INTERFACE FRAME SUBMITTALS ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AG/P —AGT/P FIN FINISH(ED) '. STEEL REVDATE DESCRIPTION TEMP TEMPORARY WORKPOINT FLR FLOOR TNK THICKNESS RI/bN� �Rv FOR Rimy W.P. FDN FOUNDATION o o5/25/22 ISSURO FOR aXMTRILCTRN GO NATOWER MOUNTED AMPLIFIER SECTION REFERENCE FOC FACE OF CONCRETE 1 m/tt/fs NMx-NLW fN TOA E IES F'OLI FACE OF MASONRY TN TOE NAIL Ali FOS FACE OF STUD TOC TOP OF CURB ANTENNATOP OF DETAIL REFERENCE FOW FACE OF WALL ® TOE TOP OF FOUNDATION FS FINISH SURFACE TOP 70P OF PLATE (PARAPET) FT FOOT A&E PROJECT NUMBER MS FOOTING S TOP OF STEEL TOW TOP OF WAIL 21CCD12N-0050 GA GAUGE GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER lYP TYPICAL P DISHROOJECTINFORMATION L.L.C. GLB GLUE LAMINATED BEAM AMI UG UNDERGROUND GLV GALVANIZED UL UNDO LABORATORY PRPDX00342A GPS GLOBAL POSTIONING SYSTEM LINO UNLESS NOTED OTHERWISE 13680 SW PACIFIC HWY GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM TIGARD, OR 97223 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITEdtUPDBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD W, W DE SHEET TITLE HDR HEADER HGR MANGER w/ WITH LEGEND AND HVAC HEAT/VENTLATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER KMINTERIOR GROUND RING WEIGHT GN-1 LEGEND ABBREVIATIONS $TIE ACTMTY REQUIREMENTS. GENERAL NOTES: • 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: (NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless d sh V/ CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION LLC. AND TOWER OWNER NOC & THE DISH Wireless LLC. AND TOWER OWNER CONSTRUCTION MANAGER. r 2. "LOOK UP" - DISH Wireless LLC. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless LLC. TOWER OWNER:TOWER OWNER THE INTEGRITY OF THE SAFETY CUMB AND ALL COMPONENTS OF THE CUMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE COMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALMES. TT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE UNITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE 5701 SOUTH SANTA FE DRIVE IFS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY urrLEroN, co 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CUMB, INCLUDING EXISTING CONDTION OR ELEMENT IS (OR CAN BE) EXPUCITLY SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDTIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC. AND DISH Wireless L.LC. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPUCITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CUMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IS NOT UNITED TO, BUILDING, ELECTRICAL, MECHANICAL FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND P , AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 0 „„ JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL O OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT UNITED TO, ERECTION PLANS, RIGGING PLANS, COMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDTION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN 1000 HOLCOMB WOODS PKWY, AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTMVI1ES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE SUITE 210 ROSWELL, GA 30076 PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDTION) AND DISH Wireless LLC. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF 678-280-2325 THE REQUIRED INVOLVEMENT OF A QUAUFIED ENGINEER FOR CLASS N CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST f ---- ' 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OD PROF ,'', F ACTMTIIS ON DISH Wireless L.LC. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/T1A-1019-A-2012 " FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO P STANDARD FOR <C s6' INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF R IS DETERMINED THAT THERE ARE ; 0. oNGWEFq ip DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS 2 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. 68PE r AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISR THE CELL SITE TO FAMILIARIZE WITH THE CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. ' AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS ,, v OREGON REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIEDG• 193 ' OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, C �� ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED Ai, -ZC C)\ OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, D with 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPUCABLE REGULATIONS. 01/11/1022 UNLESS SPECIFICALLY STATED OTHERWISE. EXPIRES: 6/30/2024 ' 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR _. _ _ _ 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. I SA VIOLATION OFLuc ANY oEOi, UNLESS ARE ACTING UNDER THE DIRECTIONOF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OF A LICENSED NALTERTO�PROFESSIONAL MGINEER, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE UNITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE MSB MSB MSB FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. REDS REV #: --- PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRADUI FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN CONSTRUCTION LATEST APPROVED REVISION. DRAWINGG S S. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC. AND TOWER OWNER THE WORK. IF NECESSARY. RUBBISH, STUMPS, DEBRIS, STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS. ELECTRIC AND OTHER MIMES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 02/04R2 ISSUED FOR REMBI WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY D /zz earn FOR CCORTRUCT011 THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC. AND TOWER OWNER. AND/OR LOCAL UTILITIES. BASIS. I 07/Il/zz REV.11-FIVIIE DUALS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPUCATION. 21CCD12N-0050 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF PRPDX00342A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WRH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 13680 SW PACIFIC HWY 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY TIGARD, OR 97223 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALSSUCH AS COAXIAL CABLES AND OTHER (TENS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDRION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT G N-2 BE PLACED IN ANY FILL OR EMBANKMENT. CONCRETE. FOUNDATIONS. AND REINFORCING STEEL 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336. ASTM A184. ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE • AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. \O/ 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (UQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION dv.s. sh Psi' OCCURS OR FLEXIBILITY IS NEEDED. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'e) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET wirelesQ MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. wireless. TE APERATURE OF CONCRETE SHALL NOT EXCEED 901 AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL ANSI/IEEE AND THE 5701 SOUTH SANTA FE DRIVE NEC. UTTLETON, CO 80120 BAZED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS I 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). SPLICES SHALL BE CLASS "B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). '. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE , 14 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF 0 THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL. BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE Q MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED 1000 HOLCOMB WOODS PKWS, MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SUITE 210 • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ROSWELL, GA 30076 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET 678-280-2325 • CONCRETE EXPOSED TO EARTH OR WEATHER: STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #6 BARS AND LARGER 2' EXTERIOR LOCATIONS. 1 ti AL AND CE XES SHALL E ATED OR NG; SHALL OR • CONCRETE NOT EXPOSED▪ S AND SMALLER ITO/EARTH OR WEATHER: EXCEED ULT514A AND NEMA OS 1HAND BE�RATEDO NEW. ORB BETTER)) FORDINTERI R LOOCATIONS AND WEATHERIPROTECTED (WP OR \�.��4' N FSs/Ot {...'', BETTER) FOR EXTERIOR LOCATIONS. •- 9 . • SLAB AND WALLS 3/4' 9 NONMETALLICMA 26. RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NE OS 2 (NEWEST REVISION) AND BE RATED - Ad a68PE • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC. AND IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. v OREGON , 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ✓//, J1 0q) ' ELECTRICAL INSTALLATION NOTES; WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD UFE AND PROPERTY. Cy C, � ' 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC'. q� W1LN 0111/2022 ' FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. EXPIRES: 6/30/2024 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED IT IS A VIOLATION OF LAW FOR ANY PERSON, AND TRIP HAZARDS ARE ELIMINATED. UNLESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED 6Y:APPROVED BY: 4.'. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO REQUIREMENT OF MSB MSB MSB THE NATIONAL ELECTRICAL CODE. REDS REV It: --- 4.:. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 NC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE DOCUMENTS GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR. AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND. 1/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. A 02/04/22 eRUED FOR ROAM 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE o os/23/22 ISSUED F011 CONS1AIDIION CONFIGURATION, WIRE CONFIGURATION. POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT I 07/1I/22 REV.II-FIVAIE DAMS ID'i). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WT•H TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, NW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 21 CCD12N-0050 10 SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DISH Wireless L.L.C. TY'E THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT INFORMATION 11 POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS PRPDX00342A OTHERWISE SPECIFIED. 13680 SW PACIFIC HWY 12 POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TIGARD, OR 97223 TY'E THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13 ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). GENERAL NOTES 14 RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL ANSI/IEEE AND NE. SHEET NUMBER 15 ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GROUNDING NOTES. 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, UGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR CLOMPS h GROUND ELECTRODE SYSTEMS. THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO wkeless. PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 5701 SOUTH SANTA FE DRIVE BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. urrLETON, Co 80120 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WRH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. /6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOUD TINNED COPPER FOR OUTDOOR BTS. 0 . A 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE Q OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED 1000 HOLCOMB WOODS PIO,WY COPPER UNLESS OTHERWISE INDICATED. SUITE 210 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. ROSWELL, GA 30076 678-280-2325 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45- BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. `<- PROpS- 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. �� e:AAGI NFF9 6/02 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 17 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND 68PE BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. c./ OREGON 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL ,. 3C ,25J1�,` 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND '40 wi—' 0 RING, IN ACCORDANCE WITH THE NEC. 07/11/2D22 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND EXPIRES: 6/30/2024 ' CONDUCTOR. IT IS A VIOLATION OF LAW FOR ANY PERSON, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND UGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED UNLESS A THEY PROACTINFESSIONAL ENGINEER, DIRECTION THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR TO A ER Nis OCUMEN. LLI SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED BY:APPROVED BY: CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. MS6 MSB MSB 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOUD TINNED COPPER IN 3/4- REDS REV I: --- NON—METALLIC, FLEXIBLE CONDUIT FROM 24- BELOW GRADE TO WITHIN 3- TO 6- OF CAD—WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SIUCONE CAULK. (ADD TRANSITTONING GROUND STANDARD DETAIL AS WELL). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS. AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING STJILM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS. UGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER STmILM PIPES. A o2/o4/22 QED FOR R&M 0 02/20/f3 ISSUED FOR ceeentIClld1 I 07/t1/22 REV.NAME DUNS A&E PROJECT NUMBER 21CCD12N-0050 DISH Wireless L.L.C. PROJECT INFORMATION PRPDX00342A 13680 SW PACIFIC HWY TIGARD, OR 97223 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 OFFICE COPY CITY OF TIGARD., REVIEWED FOR CODE COMPLIANCE ApprovjJ ] OTC: { I Permit#: J3t_i anD Z^ctom) 9 Address: ) 3 Suite#: s . Date: $ VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4