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Plans (2) aJp2oz2 - D0166 • RECEIVES cl Nor s Iii __ _SITE INFORMATIONGLOBAL SIGNAL PROJECT DIRECTORY sh • JUN 1 2022 PROPERTY OWNER: ACQUISRONS N LLC. (1) API IIGVNT: DISH vnn•p LLC. r I-1 ADDRESS: PO BOX 277455 5701 SOUTH SANTA FE DRIVE vl I ) ur lIIIGARV ATLANTA. GA 30384-7455 UTTLETON, CO 80120 Nor 3I >ILDING DIVISION TOWER TYPE MONOPOLE TOWER OWNER GROWN CASTLE TOWER CO SITE ID: 856386 2000 CORPORATE DR. - 110 CANONS8URG, PA 15317 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUTABER: 572952 (677) 486-9377 LITTLE70N, CO 80120 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UT1UZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: TIGARD SITE DESIGNER: PM&A • 4, APPROVED EOUNALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE 1000 HOLCOMB WOODS PKWY Wire Iess THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: (HAD 83): 45• 26' 32.07•N SUITE 210 TOWER SCOPE OF WORK: 45.442242 ROSWELL. GA 30076 TM NSTALL PROPOSED TOWER EXTENSION O NSTALL (3) PROPOSED PANEL IN ANTENNAS (1 PER SECTOR) LONGDE (DUD 83): 122' 48' 18.2•W (878) 280-2325 ii NSTALL (1) PROPOSED ANTENNA MOUNT -122.8045P PROPOSED Wireless L.L.C. SITE ID: NSTALL PROPos JDMPERs 0ZONING JURISDICTION: CITY OF TIGARD, OR SITE ACQUSRION: ANDREW MACRON NSTALL (6) PROPOSED RRUI (2 PER SECTOR)P R P DX001 32 6 NSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE(OW)NSTALL (1) PROPOSED HYBRID CABLE ZONING DISTRICT: X (602) 845-1763 1000 HOLCOMB WOODS PKWY, GROUND SCOPE OF WORK: FIELD CONST. MANAGER: TONY FlUPPELLD SUITE 210 DISH Wireless L.L.C. SITE ADDRESS: • COSTING PADS PROPOSE CON TO BE CRETE E PAD PARCEL NUMBER: R2032709 (380) 430-4084 RO678LL2'80-2325576 • NSTALL(1) PROPOSED ICE BRIDGE It OCCUPANCY GROUP: U RF ENGINEER MIKE ZIDINERT 12655-A SOUTHWEST • NSTALL 0) PROPOSED PPC �'"E` • NSTALL(1) PROPOSED EQUIPMENT CABINET (503) 754-9725 • NSTALL(1) PROPOSED POWER CONDUIT CONSTRUCTION TYPE II-B PR • NSTALL(1) PROPOSED TELCO CONDUIT QED OFF NORTH DAKOTA STREET "��"' P° D' FIBER �X o _`GINS ss� • NSTALL(1) PROPOSED GPS UNIT POWER COMPANY: PORRAND GENERAL ELECTRIC \� 1... Fq O • NSTALL(1) PROPOSED SAFETY SWITCH (IF REQUIRED) C7 0 TIGARD, OR 97223 • NSTALL (1) PROPOSED FIBER MD (IF REQUIRED) • NSTALL (1) PROPOSED METER SOCKET TELEPHONE COMPANY: Teo 768PE r OREGON CODE COMPLIANCE SITE PHOTO DIRECTIONS OREGON ALL WORK SHALL BE PERFORMED AND MATERWS INSTALLED IN ACCORDANCE WITH NE CURRENT EDITIONS OF 'A DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: Cn�E - 0�� THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO L, BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: TT 1A - N, GET ON 1-205 S FROM NE AIRPORT WAY 5 MN (2.7 MI) CONTINUE ON 1-205 5. TAKE I-84 W. I-S S AND C'7 3 J O�� CODE TYPE y I OR-217 N TO OR-210 VI/SW SCHOLLS FERRY RD IN BEAVERTON. TAKE EXIT 4 FROM OR-217 N. 23 MIN lb W Il-N BUILDING 2019 OSSC/2018 IBC (20.6 MI) FOLLOW OR-210 W/SW 1 SCHOLLS FERRY RD TO YOUR DESTINATION IN TIGARD 4 MIN (1.5 MI) /14'2022 MECHANICAL 2019 OMSC/2018 INC 'mr.h ••. EXPIRES: 6/30/2022 ELECTRICAL 2017 OESC/2017 NEC , ,' ° FT IS A VIOLATION OF LAW FOR ANY PERSON, If UNLESS THEY ARE ACTING UNDER THE DIRECTOR LI OF A LICENSED PROFESSIONAL ENGINEER. 0R p TO ALTER THIS DOCUMENT. i DRAWN BY: CHECKED BY:APPROVED BY: SHEET INDEX n VICINITY MAP LTH DM MSB SHEET NO. SHEET TITLE ' (3 ".4''a r. REDS REV #: --- T-1 TIRE SHEET '''''' .1 " w IV: D r. .: ISF1f1 CONSTRUCTION •, 1( :. . -cam .v,Shu1.�T - ei,,: Kiss Car Wash A-I PARENT PARCEL PLAN q n. :�{ y - a nwden Plmmedi2te P WhOIeFoods DOCUMENTS A-1.1 COMPOUND MD ENLARGED SITE PLAN - S ..are-SCh0I15 Tatceul A-2 ELEVATION. ANTENNA LAYOUT AND SCHEDULE y { .' I SITE LOCATION I - SUBMITTALS A-3 CONCRETE PAD AND H-FRAME DETAILS - r 'V REV DATE DESCRIPTION Aholiee In steat A 12/002021 ISSUED FOR IEYEM A-4 EQUIPMENT DETAILS JCaange _ �,y crr 0 12/27/2021 651S➢FOR OXISTR ICIpN A-5 EQUIPMENT DETAILS 1�1 1 0 T/20Z. QWes:gars Rapilsl ChurVh , �•T`�ry 1 01/14/2022 REVISED PER Canons A-6 EQUIPMENT DETAILS - Meadow Cr es,„a. 'i APar+.mcn . zw "'�,.. S E-1 ELECTRICAL/FIBER ROUTE PLAN MD NOTES .. E-2 ELECTRICAL DETAILS '� x E-3 ELECTRICAL ONE-UNE, FAULT CALLS k PANEL SCHEDULE -r A&E PROJECT NUMBER UNDERGROUND SERVICE ALERT-OREGON 811 :� G-1 GROUNDING PLANS AND NOTES UTILITY NOTIFICATION CENTER OF OREGON Q j s 2 (800)332-2344 o r,. p 21CCD12N-0014 G-2 GROUNDING DETAILS ' ',I. s (�� YVWW.DIGSAFELYOREGON.COM G-3 GROUNDING DETAILS DISH Wireless L.L.C. i'; ') CALL 2 11,010C110 DAIS UTILITY IWIPGTpN PRN7 TO GONS1RUCIpN Meadow PI PROJECT INFORMATION RF-1 RF CABLE COLOR CODE _ P. PRPDX00132B DAKO GN-1 LEGEND MD ABBREVIAT GENERAL NOTES ,IONSf =rr 12655 TIGARD,SWO RTH OR 97223 ST GN-2 GENERAL NOTES "THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL`ASR THE SITE AS REQUIRED <r GN-3 GENERAL NOTES FOR ROUTINE MAINTENANCE NE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON _ SHEET TITLE GN-4 GENERAL NOTES DRAINAGE NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASHPROPOSED. DISPOSAL IS REQUIRED AND NO COMMERCIAL 15 NONAGE IS PROPOSED. TITLE SHEET Stark 11"x17"PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED IAA Reservoir SHEET NUMBER DOSING SHALL VERIFY ALL PLANSDOSING DIMENSIONS. AND CONDITIONS ON T-1 THE JOB SITE• AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. NO SCALE NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. I. CONTRACTOR SHILL FlED VERIFY ALL DIMENSKK/5. • 2. ANTENNAS MID MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SNN.L MNNTNN A 1O'-O' MINIMUM r SEPARATION BETWEEN THE PROPOSED OPS UNIT. TRANSMITTING ANTENNAS AND EXISTING 6Y5 UNITS. NM, sh 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. r I EXISTING --� I MONOPOLE 5701 SOUTH SANTA FE DRIVE I LITTLETON, CO 80120 --1 "t PROPOSED DISH YArelo LLC. 12'WIDE ICE BRIDGE _ EXISTING ICE BRIDGE (10/— EXISTING 11111 EONPVDIT -I=--.AO ° LAYOUT(SHEET J-��r , O A-3) - EQUIPMENT a/�V��/17 O A EXISTING ON A BUILDING 9'-10"x19'-6" II� . PAD/AREA \ „AyA 1000 HOLCOMB WOODS PKWY, 1 1.77N.% SUITE 210 m_ S6 '_ iffir•cy0 \, ROSWELL,76- GA 30076 Gi \ 678-280-2325 o_ EXISTING ICE BRIDGE (TYP.) Um EXISTING p \ E GP6 , 0 FsI PEp rnOp - in c\��.4GINF9i• L — 768PE 7r. 7_2 . EXISTING 4'-D"m 7'-0' CONCRETE PAD FOUNDATION PIER AND LEASE AREA EXISTING 1A1 ll11v/,,,REnG0N0,,„ GENERATOR I — A•'jSIU 30, L O�'C °.."_S o 1 4' 2' 0 4' 8' 4O VVILH PAD/AREA o �oI ENLARGED SITE PLAN I — — 2 12l28l2021 /a"=1'-D" EXPIRES: 6/30/2022 •I- EXISTING o, L I A� o 1'-5'x2'-O" I IS A VIOLATION OF LAW FOR ANY PERSON, 9& ,A��A' _ - UNLESS THEY ARE ACTING UNDER THE DIRECTION Air -� PAD/AREA C > _T' I , OF A LICENSED PROFESSpWY ENGINEER .Ai�ri� `` Y F .. IIF 9')._ TO ALTER TH5 DOCUMENT ati�_/® — �XIN+IN. m `' Dom" m E j.i. J EXISTING .' VF 3' 0'x4'-0" i0 DRAWN BY: CHECKED BY:APPROVED BY: >a'\ h. UTILITY „ CONCRETE PAD I ' j�� ' LTH DM MSB �4. I I - , _ e . A. . 0 ,-.k,.�\, EX a . CONSTRUCTION Immo 1. 2-0"x3_0' Ay DOCUMENTS RIMMED BE \ UTILITY ® J t• * T (J + 'N. PEDESTAL i II 4. SUBMITTALS rill E j ' Proposed 2"Sttt A0 P..:C �e'-14 fa ' \ EXISTING ,- FesWont MO de 4 to. REV DATE DESCRIPTION * UTILITY LT FRAME e I=r� ` : .1 :N9h'btbrm to De camera lye Gem A 12/Ae/2021 MEP FOR RENEW It n_ 1 ':,_.... t. , , NProposed Ova S'X T PtstMrn;.. * O /7127/2021 ISSUED FOR ODIRINICIION Proposed Dish Fiber C IT on New H-FYmmo en per #Al jai w i Carl p1A1MIPi1 ' In 1 ,E h. 1 °1 EXISTING w } �. 6'-4'x6'-6' m.. 7, PAD/AREA a o fro DE 6•_2•. ` N o A&E PROJECT NUMBER ROIOVED) �!l I CcrAvround at 21CCD12N-0014 EXISTING JI tt Lt a r : "'Xio HOW o FENCE a Wireless. DISH -. + Cl, PROJECT INFORMATION x I. . PRPDX00132B 12655NORTH ST TIG RD, OR 97223 x _ .. SHEET TITLE LE COMPOUND AND th) I5'-0" EXISTING CARRIER LEASE AREA ENLARGED SITE PLAN 20'-0" EXISTING LEASE AREA SHEET NUMBER 12"6'0 1' 2' 3' 4' 5' 6' 7' A-1 .1 COMPOUND SITE PLAN 1 OVERALL SITE PLAN NO SCALE 3 3/8'=1'-0' NOTES 1. CONTRACTOR SHALL FIELD VERFY ALL DIMENSIONS. •• d ...„, sh 2. ANTENNA AND AN DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION PROPOSED DISH Whelep LLC. RFDS FOR ALL RF DETAILS ANTENNA(1 O ALPHA) 8-0- 3. EXISTING EQUIPMENT MID FENCE OMITTED FOR A2 CLARM. Al A3 5701 SOUTH SANTA FE DRIVE PROPOSED DISH Wireless LLC. RPo1 (lYP 1 PER SECTOR.TOTAL 3)• LITTLEfON, CO 80120 .N. PROPOSED DISH Wheless LLC. RRH 1t — Ai i (TYP 1 PERSECTOR.TOTAL 3) PROPOSED DISH Wheless LLC. � o my , j //" � A SECTOR.TOTAL PROPOSED MONOPOLE HST i// \ ��V "V'�A� O TOP EL a 75'-0 ACL� i � PROPOSm dsH \ `,' \ A // '�4� YAreless LLC. OVP AV� O FUTURE PANEL AN I ENNAS CO E P RMI7EC) L // I Pl �\\\ �1��I I�11�ll RAD CEN EE ® T5 ♦// / /� 0 �� T T.s �` ' i �\ �``� 1000 HOLCOMB WOODS PKWY, ' �� /, / \ ,\\'� i� SUITE 210 N� A /� A0 -- �� A- / �N ROSWE IT GA 30076 4 I �4ti... ii___Iii .., �///, \` "�� 678-280-2325 \ o o � �� B, (3)PROPOSED DISH Winless LLC.ANTENNAS . 17 \� -' \� EO PROF(c^A RAD CENTER a 65'-0'AGL ,(CL� `uV Gi NE 4 PROPOSED DISH WhWse LLC. / r 9 N ANTENNA PLATFORM .ISING MONOPOLE 768PE I EXIST G MONOPOLE %' / `l•V1 / TOP EL. ® os'-U- AGL� Illt• /F r/ EXISTING RANEE ANTENNAE RAD cEN-ER ® ss'-o' ACL OREGON C2 -_ B2 '41, �� --- � EXI_TI T PANEL ANTENNAS \\\ Vr \ RAD CENTER 0 5,E-0" 4Gl OL,'Al` 30, ?c�\` 0 WI -N 1/14/2022 (1) PROPOSED DISH Wireless LLC. IATEXPIRES: 6/30/2022 HYBRID CABLE ROUTEDINSIDE POLE • 1.4 R IS A VIOON OF LAW FOR ANY PERSON, RECTON B3 UNLESS A LICENSED PROFESSIONAL ENGING UNDER THE NEER, Cl TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: IA1 LTH DM MSB-- RFDS REV : EXISTING MONO=GL- ANTENNA LAYOUT tz- s" 0 1' 2' 3' 2 CONSTRUCTION 3/4"=1'-0" DOCUMENTS SUBMITTALS ANTENNA TRANSMISSION CABLE SECTOR POSITION EXISTING OR MANUFACTURER - MODEL RAD FEED UNE TYPE REV DATE DESCRIPTION PROPOSED NUMBER TECHNOLOGY SIZE NOV) AZIMUTH CENTER AND LENGTH A 12/06/2021 ISSUED FOR RENEE ALPHA A2 PROPOSED CELLIAAX CMA-UBIULBULBHH/6516/16/21/21 5G 72.4'X 26.7' 0' 65'-O' 0 12/2T/2021 RSM-FOR CONS1RUCIXIN (1) HIGH-CAPACITY I 01/14/2022 RDASED PER COIREMS BETA B2 PROPOSED JMA MX08FR0685-21 5G 72.0' X 20.0' 120' 65'-0- HYBRID CABLE (130' LONG) - GAMMA C2 PROPOSED JMA MX0BFR0665-21 5G 72.0- X 20.0' 240' 65'-0' PROPOSED DISH Whelp LLC. ICE BIEDCE A&E PROJECT NUMBER LLC. MERr ON RRH 21CCD12N-0014 PROPOSED CONCRETE SECTOR POSITION PAD MANUFACTURER - MODEL TECHNOLOGY DISH Wireless L.L.C. NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF PROJECT INFORMATION DETAILS. Al FUJITSU TA08025-B604 5G ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT PRPDX00132B —L,c STING ENTRY PURI Al FlURSU TA08025-B6O5 5G AVA ABILTIY. ALL EQUIPMENT CHANGES MUST E APPROVED AND '1 I' REMAIN IN COMPLANCE WITH THE PROPOSED DESIGN AND 12655 SW NORTH DAKOTA ST Ell FUJITSU TA08025-8604 5G STRUCTURAL ANALYSES. TIGARD, OR 97223 BETA B1 FUJISU TA08025-8605 SG SHEET - 1 El Cl FUJISU TA08025-8604 SC TION TITLE .111_ EXISTING MONT/OH GAMMA ELEVATION, ANTENNA � eu un, EL AGL CI Fwrtsu TA08a25-B605 5G LAYOUT AND SCHEDULE SHEET NUMBER 6' 4' 2' 0 5' 10' A-2 PROPOSED WEST ELEVATION — — — ' 1 ANTENNA SCHEDULE I NO scii 3 3/16"=1'-0" I 7'-CE—I NOTES . EQUIPMENT CONCRETE PAD/LEASE AREA 1'-11• 1'-2• I 2'-10• 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2• • OF FILL PER EKISTRNG SITE SURFACE PROPOSED DISH Wkdw LLC. . "' ———— 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH d ,..., sh GENERATOR PLUG • o 1— - \�- Wlrelm LLC. CONSTRUCTION MANAGER AT TIME OF PROPOSED DISH Wireless LLC. ° I'.I . \ PROPOSED DISH FEET OF PLATFORM CONSTRUCTION. ONE (4 MIL BLACK PLASTIC) Ill'a13' INSTALLED DER ALL FOUR POWER PROTECTIVE CABINET -,3= ,, Wheless LLC. PROPOSED DISH Wireless LLC. .w- ° GPS UNIT 3. EQUIPMENT CABINET OMITTED FOR CLARITY wireless- GPS UNIT 6 n PROPOSED I DISH Wireless LLC. i PROPOSED DISH Woken LLC. ° EQUIPMENT CABINET leI� 5701 SOUTH SANTA FE DRIVE H-FRIAIE a ° I', LITTLETON, CO 80120 PROPOSED DISH WArabes LLC. E S EQUIPMENT PAD ° F. —I RIGID METAL r---- y d PROPOSED DISH Wheless LLC. 1O a ° b , o I L� CpOUIT ' = SAFETY SWITCH. SPACE " ,,�1 _ �"' in Grcr -�: U RESERVED FOR y �>°-- ° a G ° __ $ 111:111 � rl DISCONNECT IF REWIRED.PROPOSED DISH WIroNu LLC. 1io o� ° ° k - PROPOSEDD DISl1 W.L. LLC. O`� - O� 0 MI 20MMP METER SOCKET PROPOSED DISH Wiraler LLC. I� e) °. x ° n PROPOSED DISH �� O TELCO FIBER ENCLOSURE I TN \ a° a n WTrNeu LLC. —, - '"I � 0 ° \1° a ° ° nPROTECTIVE II PROPOSED DISH Wreew LLC. n a ° ` ° a ° ° NET E,,,T6- _ i LLC. 1000 HOLCOMB WOODS PKWY, FBER NID, IF REWIRED `J 'a SUITE 210 a ROSWELL, GA 30076 - - xa " o • I �PRl1POSED e. M 678-280-2325 In 12"9"6"3" 0 1' 2' I DISH Wireless 1 LLC. SAFETYEQUIPMENT PLAN — — 1SNITCH. a.'INSTALLIF1 REEQUIIALL'AL IBY = ..M ��EO PR Opts, }s TIES o 24•O.C. MAX C01APANT �� NGINE�c9�'/p2 /4 BARS. GRADE 80 0 12"OC es `" 9 EACH WAY(MIN. STEEL IS >.1Bx) t0L1� __ ' I • 768PE ° .• n �n ��°._, , ii er11'� FINISHED CONDUITPVC (TYP) . MPR • • ▪ 2 1 " „1 plill ` GRADE a � r m PROPosEo DSH WAnles. OREGON 1 • ° :+.� ° LLC. EWA? PAD �� J 'LC) q _� 4 __ ctigo wI�N�K • n " 12/28/2021 n / BAR EXPIRES: 6/30/2022 •3 TYP Rey A • p 12• � R IS A VIOLATION OF LAW FOR ANY PERSON, /4 BARS, GRADE 60 F. FRONT ELEVATION UNLESS THEY AR ACTING PROFNDERESSIONAL THIS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, O 12.OC EACH WAY }4 CONT. BAR 012• • • VERT O.C. MAK.(TYP) 11 PROPOSED DISH Wireless LLC. DRAWN BY: CHECKED BY:APPROVED BY: 7 0• I UNDISTURBED SOIL OR 6 LAYER OF AGGREGATE _ GP6 UNIT LTH DM MSB PREPARED SUBGRADE (95% 6 L COURSE(ABC) PROPOSED CONCRETE PAD STANDARD PROCTOR) OVER GEO FABRIC _ _ _ REDS REV #: ___ 4 MIL WEED BARRIER �- °-" I 1]° ' CONSTRUCTION i I--1 DOCUMENTS PROPOSED DISH ..■ • 1 g Wheless LLC. PROPOSED DISH Wireless LLC. TYPICAL CONCRETE PAD DETAIL NO SCALE 2 TYPICAL CONCRETE SECTION DETAIL No SCALE 3 1 FIBER MD. IF `�MIN EQUIPMENT H-FRAME SUBMITTALS IO REQUIRED I�I q■ • •' REV DATE DESCRIPTION 80• SPECIAL INSPECTION REQUIRED: I— _ _ =s-A P '—' A 1s/0e/2am Rolm FOR HMV KENWOOD T1701 KT5-50 I 49• I I H—FRAME SPECIAL INSPECTIONS AND STRUCTURAL - 0 12/27/2021 ISSUED FOR OONSIRIICl1Dr1 rE H—FRAME OBSERVATIONS FOR POST INSTALLED ANCHORS SHALL ___z.,=_z r__ I UNISTRUT/SUPPORT RAIL 6 BE PERFORMED IN ACCORDANCE WiTH THE STATE in — J 4,---,,,--- ? UNISTRUT UPPORT RAIL 5 I L,r L BUILDING CODE AND CITY OF PORT AND SPECIAL I IA m I I INSPECTION PROGRAM ADMINISTRATIVE NULLS _ WEIGHT/VOLUME 173.6 LBS o o PUN o o :,. . �`' ---fib PIPE CAP •• •M •b Imo' •DI PROPOSED O •I A&E PROJECT NUMBER H-FRAME PIPE LLC.TELCO 21CCD12N-0014 s r I '� GALVANIZE VAreless D IIII DISH Wireless L.L.C. IIII H-FRAME PIPE SHALL BE SECURED TO Is® a =--- . _•.I PROJECT INFORMATION WELDMENT, PIPE ' I I ' m CONCRETE STAB WITH 1/2'DIAMETER NILn - 8 Alik KVAK BOLT T22-SS WEDGE ANCHOR WITH �„ s(t �n� PRPDXOO132B .m }5/e'NOMINAL EMBEDMENT(}1/4• -l`— -�� GRISIE 12655 SW NORTH DA223 ST � • EFFECTIVE EABEDAIENT)(ACC ESCR-426B) SUPPORT RAIL TO 1D INSTALL PER MANUFACTURER'S INSTRUCTIONS 1," TIGARD, OR 97223 ' M ,o tION• 111 " IIP1'C CONWR(7YP)GALV U-BOLTS PROPOSED D�1 WirAD SHEET TITLE LLC. EQUIPMENT PADiCONCRETE PAD AND PPuATE BASE �, • '� H—FRAME DETAILS ,�n� ,l 4flOF SHEET NUMBER 5• a CONCRETE SIDE EWE MIN• BACK ELEVATION 12"9" 6" 3" 0 1' 2' A-3 H—FRAME DETAIL NO SCALE 4 H—FRAME CONCRETE SLAB INSTALLATION DETAIL No SCALE 5 H—FRAME EQUIPMENT ELEVATION — — 6 ENERSYS HEX CABINET RAYCAP PPC sh SQUARE D SAFETY SWITCHES 2000005996 111110 RDIAC-2465-P-240PATS D224NRB- DIMENSIONS (HxWxO): 73'x30"x32" ENCLOSURE DIMENSIONS Hn D: 39'x22.855'x12.593gt::::::::] d r( ) ENCLOSURE DIM (HxWx0) 29.25"%19.00'x8.50'WEIGHT EMPTY: 378 Ibe 1 WEIGHT: 80 lb* ENCLOSURE TYPE RDA 3R RAINPROOF 1C2 HEATER 800W , �% OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G IQE UL LISTED FILE E-2875 HM1 POWER SAD! M -48V ALPHA/600A `- ICI J D R I , F_L'J1B • 5701 SOUTH SANTA FE DRIVE RIVE� ❑ O s + 0 Orr i • O 0 O 0 H _ . . LITiLEfON, CO 80120 PA . A SUITE 21008 °• O 8 0 0 I ❑ I =0 0 0 0. O 0 O 1000 HOLCOMB WOODS PKWY, - BACK SCE EBQt'II SEE ROSWELL, GA 30076 BECK L'B4KC S@E SDE EMI 678-280-2325 CABINET DETAIL No SCALE 1 POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL No scALE 3 0 EATON METER SOCKET CHARLES CFIT-PF2020DSH1 5�� (aPNFF� UNRRS213BEUSE - - FIBER NID ENCLOSURE N Fq`r6/O29 FIBER TELCO ENCLOSURE METER SOCKET TYPE RING O DIMENSIONS (HxwxD) TBO ENCLOSURE DIMS (HxWIA) 20'x20'x9' • :768PE ENCLOSURE DIM (HAM) 18NI2N13' WEIGHT TBD FI I ENCLOSURE WEIGHT 20 Ila - — MNN AMPERE RADNG 200A DPMWNNNG WALL /11/ WEIGHT 18 LBS COMPLLANCE TYPE 4 — OREGON g EBLaii 1 ) O O O yq0 WI`NOrzaizort e e e I 1 le Lill EXPIRES: 6/30/2022 ■ (I) 1 O TT IS A NOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. ■ TO ALTER THIS DOCUMENT. ■ 11 DRAWN BY: CHECKED BY:APPROVED BY: LTH DM MSB O O I s . • 0 REDS REV �: -- • • I=1 { _ 4.15.44.) _ rim' CONSTRUCTION 510.E BecK FB4t¢ SEA EWE SIDE BACK EMIR DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER NID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 12/00/2021 ISSUED FOR IIIYdI COMMSCOPE WB-K110-B INCLUDED WB-T12-3 TRAPEZE KR, D ,yam ISSUED, �ED AOR WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS PROPOSED WB-LB12-3 SUPPORT BRACKET ICE BRIDGE DIMENSIONS (HxL) 180'x10' MF-130 DIRECT BURIAL.PIPE FINISN SLOPE if _ WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4' TO DRAIN _ CABLE RUN (CITY) 12 - II PROPOSED X' DN . '■1 A&E PROJECT NUMBER HYBRID CABLE ) (SYU�PPORT2-3BW,CKET A-A (OPTION "B7 _ 21CCD12N-0014 TRAPEZE NTT �� —EXIST M1� ENTRY PORT (WB-T12-3)NTT o DISH Wireless L.L.C. �_=--� .� 3' DN SCM W PIPE .I ' PROJECT INFORMATION �ioa PROPOSED 3.5' MIL PROPOSED SUPPORT BRACKET ,� SCH AO PIPE CABLE CLAMP (WB-LB12-3) 0 GALVANI " 0 3'-0" G.C. PRPDX001 32B �� TRAPEZE KR 1B' ONE 12655 SW NORTH DAKOTA ST fflin.7■NL•7 (w6-T12-3) PROPOSED 1-8" PIER FOUNDIATKIN WA+WM 9pE/ �� %ER ) Mo cNG_E TIGARD, OR 97223 mink ECM2I DIA A-A SECTION SHEET TITLE 3.5' DIA GALV SCN ,0 40 PIPE (SPACED ' 3.5" Dv GALV SCH w I EQUIPMENT DETAILS 9'-0 MAX) PIPE (SPACED 9'-0' - - _ _ MF-130 MAX) ( ) ( ) MF-130 CONCRETE PIER SHEET NUMBER Elat MK .5.10.E A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 HYBRID CABLE RUN NO SCALE Q IDE ROSENBERGER GFS UNIT GPSGLONASS-36-N-S ,1i GROUNDING 1.7s'� 80'� MINIMUM OF 75% OR • DIMENSION (DU x H) 88mm x 98.5mm o/ '� F 277 IN ANY DIRECTION /� vvJ �%■ WEIGHT\^"^ ACCESSORIES) 515.74q GPS CONNECTOR N-PEWEE ',I • FREQUENCY RANGE 1559 MHz �• 161 O.SLIHS BRACKET ? -0 An-q Q 5701 SOUTH SANTA FE DRIVE 1 GPS UNIT LITTLETON, CO 80120 GPS UNIT I V I CU12PSM8P4XXX CUI2PSM9P8XXX I , GROUNDING GPS UNIT -OBSTRUCT1OIS MUST (4 iWG �) (8 ANC CONDUCTORS) GROUNDING T I) KIT BE BELOW 10• mil 111 1.41'0 MOUNTING .• 0 0 • ;1' a MOUNTING O , '94;:. P ,..„ o BRA "US 1000 HOLCOMB WOODS PKWY, O O I CUI2PSM9P8X0% SUITE 210 ROSWE LL,AWG CONDUCTORS) ELL, GA 30076 678-280-2325 GPS ANTENNA DETAIL NO SCALE 1 GPS MINIMUM SKY VIEW REQUIREMENTS NO scALE 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 MINIMUM BEND RADIUSES <<,VO PROP ENERSYS PURCELL e o H-FRAME PIPE SHALL BE SECURED TO LS 5� GINS S/ 1000034439 - PLINTH 6 INCH CONCRETE SLAB WITH 1/2' DIAMETER HILO � N GINS"- 02 KW1K BOLT TZ2-SS WEDGE ANCHOR NTH 3-5/8' NOMINAL EMBEDMENT(3-1/4' I MINIMUM 8'UNFORMED CABLE 768PE c DIMENSIONS (HxWxD): ex 3O.188'x 29.982" EFFECTIVE EMBEDMENT)(ICC ESCR-4288) Aj PROPOSED OUTDOOR CABINET WENDING FROM ENTRY PORT INSTALL PER MANUFACTURER'S 91 g OR PUNTH FOR STRAIN RELIEF AND SEAL NOTE GASKET AND MOUNTING HARDWARE INCLUDED INSTRUCTIONS 711/ J PROPOSED SHIM PLATES AS o o -, OREGON q� • • z�1 NECESSARY OR IF REQUIRED L �� ,o_ .a N4�, I \._ wILC'� ELAN 6R r g • DRIPLOOP 1 1202 2021 EXPIRES: 6/30/2022 PI n OF LAW FOR ANY PERSON. IIW�C��.jj • EDGE OF CONCRETE UNLESS THEYUARENACRNG UNDER DIRECTIONU • BEND RADIUS OF A LICENSED PROFESSIONAL ENGINEER. 2T MINIMUM TO ALTER THIS DOCUMENT. n Ii _ DRAWN BY: CHECKED BY:APPROVED BY: LTH DM NISEI S.DE FH/1TILIWII 5' MIN. REDS REV #: --- CONSTRUCTION DOCUMENTS PLINTH DETAIL NO SCALE 4 TYPICAL OUTDOOR EQUIPMENT TO NO SCALE 5 DRIP LOOP DETAIL NO SCALE 6 SUBMITTALS CONCRETE SLAB ANCHORAGE REV DATE DESCRIPTION A tz/c4/2021 ISSUED FOR REM,/ Mi. Illii al , ANTENNA MAST a 1yn/am1 GSM)MRWNSTRucTpN MUST BE PLUMB !1!1I I. 11111 ' � I A&E PROJECT NUMBER I�� i — �:� 1'�r�� l� 21 CCD12N-0014 DISH Wireless L.L.C. �� SIN Riff 8• 110 �� PROJECT INFORMATION — IVI OF UNFORMED COAX 'I�_1 I PRPDX001326 111V Fxme1■I■0 � 12655 SW NORTH DAKOTA ST 'I ;il TIGARD, OR 97223 T JUMPER SUPPORTS WITHIN L■J \ —1;�. 1B'OF CONNECTOR AND C — _ EVFNIY 3' _... ..__ SHEEP TITLE OFuNNF RMEEDD COAx EQUIPMENT DETAILS �fill ' 11 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 SCREE 9 FUJITSU I i FUJITSU 1 COMMSCOPE TA08025-B604 RRH __-i1! TA08025-B605 RRH 1 i RR-FA2 LARGE STABILIZER MOUNT WILL FT LEGS UP TO: • ____ ._. -DIMENSIONS5.6'ILO" ROUND d ,,,wsh (HxWxD) (KG/IN) 380x400z200/14.9'x15.Tx7.8' --= DIMENSIONS (HMO) (KG/IN) 380x400z230/14.9'x15.Tx9.0' DIMENSIONS (HxNSA) 18.4'z8.5'x18' -B.0'80'ANGLE _.... WF3GHf(KG,LB)/VOLUME 29kg,e3.91b/ 30L ._.. WEK,TIf(KG,LB)/VOLUME 34kq.74.91b/ 35L I -....._. WEIGHT 392 Ibe -4.5' BP ANGLE • POWER SUPPLY DC-58.--36V l i_ 1 �� II POWER SUPPLY DC-58--36V ELBN II L MAI vykeless- 0 0 O 5701 SOUTH LITTLETON, COA80120 FE RNE f O c 1 ifil----jr.P I C = C m < I . �1 I , , IF-a 1:11/ II . o, I 4 NOTE: SDE 1000 HOLCOMB WOODS PKWY, O 0 lIl OR DISH Wireless LLC. SUITE 210 MX f�EE SIDE Haft APPROVED EQUIVALENT ROSWELL, GA 30076 678-280-2325 REMOTE RADIO HEAD DETAIL NO SCALE 1 REMOTE RADIO HEAD DETAIL No SCALE 2 RRH MOUNT DETAIL NO SCALE 3 SPED PRO JMA r� CELLMAX 12044x JMA ANTENNA MOUNT BRACKET _ MOUNTING %� �� NGINE , t/'„ CMA-UBTULBULBHH 6516 16 21 21 91900318 � MX08FR0665-21 / 1e/4oxB oxlee # 768PE DIMENSIONS (HxWxD) 72-x20.0"x8.0" DIMENSIONS (HeWeD)(MM/IN) 72.4k28.7"x7.Y TOTAL • WEIGHT (WITH BRACKETS) 18 Ibe (8.18 Kg) RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE `—• P16N TOTAL WEIGHT (kg/lb) 48 kg/105 lbe PJ.Bli POLE DIAMETER RANGE 2.5'TO 4.5' IIk1 WEIGHT 84.5 lbe 3 CONNECTORS 8 x 4.3-10 FEMALE ANTEFPlA NM: BRACKET ; A,t U L- OREGON WEIGHT WITH BRACKETS 82.5 Ibe KIT/97900318: TOP MID BOTTOM BRACKETS \_ MP <,- <0 I I FOR 4-.e AND 8-FOOT ANT NWS - ! �y MOUNTING YID; 4- S'c. ANTENNA BRACKET NOT PART OF KIT - BRACKET CL,q 0 WILNO,7 12/2812021 MOU EXPIRES: 6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNI£SS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: 1 LTH DM MSB ANTENNA .. ' ` REDS REV #: BRACKET „NHL,. rJl :� OR DISH Wireless LLC. \ E. c CONSTRUCTION �-r �� APPROVED EQUIVALENT BRACKET SIDE DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA DETAIL NO SCALE 5 ANTENNA BRACKET DETAIL NO sclE 6 SUBMITTALS REV DATE DESCRIPTION A 12/06/2021 ISSUED FOR WREN RAYCAP RDIDC-9181-PF-48 COMMSCOPE XP-2040 COMMSCOPE D , ,/„�, team ,,rs,R ,,M DC SURGE PROTECTION (OVP) CROSSOVER PLATE MC-PK8-DSH ANTENNA PLATFORM DIMENSIONS (HAM) 18.98'x14.39'x8.15" DIMENSIONS (HxW) 10'x12' (NOT INCLUDED) FACE WIDTH 98' WEIGHT 21.82 LBS WEIGHT 11.023 LBS ANTENNA PIPE MOUNT WEIGHT 1373.08 Iss ELAN NOT INCLUDED) NOTE 15"TO 3B' O.D. PLATFORM ..I A&E PROJECT NUMBER 0 'L HANDRAIL ANTENNA i� L j PIPE PIPE J. -Ilk. 21CCD12N-0014 1 Q A A '�\ DISH Wireless L.L.C. OD m '1 'yl 1Ly •-1,*, ��\j , :I! II —�—JPi II12655 SW NORTH DAKOTA ST I.III 41 I� �I \ e. �d` �` SHEET TITLE OD c0 o �� EQUIPMENT DETAILS . . ll— w ,�I L� 111111111111111114111111111 . ' Sll OPTION QUARE CIRCULAR U-BOLT I 96' I SHEET NUMBER BOLT E FACE PIPE SIDE A-6 SURGE SUPPRESSION DETAIL (OVP) No SCALE 7 RRH/OVP MOUNT DETAIL NO scLE 8 ANTENNA PLATFORM DETAIL NO SCALE 9 NOTES DC POWER WRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V MD BLUE MARKINGS SHALL IDENTIFY -48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT • ROUTE 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. r 3. DUE TO UTILITY EASEMENT RIGHTS SPECIFIED IN THE GROUND LEASE, CUSTOMER d ... sh MAY INSTALL EQUIPMENT WITHIN SPECIFIED UTILITY EASEMENT AREA. 'PWR'AND I. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.ANY QUESTIONS ARISING FBR"PATH DEPICTED ON A-1 AND E-1 REPRESENT PLANNED ROUTING BASED ON DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS. THE SCOPE OF WORK OR ANY METES AVM'AM INFORMATION INCLUDING BUT NOT UNITED TO A SURVEY, EXHIBITS^ OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD M WITH THE PROJECT METES AND BOUNDS OF THE UTILITY EASEMENT, FIELD VERIFICATION. PRIOR MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS MATERIALLY INCONSISTENT WITH R AND ERR'PATH DEPICTED ON 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND N A-1 AND E-1 AND SAID VARIANCE IS NOTT NOTED ON CDS, PLEASE NOTIFY CROWN STATE AND LOJ•I CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS ANDAS WIRING SIZES 5701 SOUTH SANTA FE DRIVECASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. REQUIRED TO MEET NEC STANDARDS. LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ME APPROXIMATE AND SHALL BE ____T --� COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. I - 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. Oo 1I VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. -_-rt I 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS. CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE STsIEIA. O A6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED EJY THE NEC ARTICLE 314. O II 7. CONTRACTOR SHALL PROVIDE ALLSTRAINAI STRAIN RELIEF D CABLE SUPPORTS FOR ALL GABLE ASSEMBIJES. EXISTING INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. EQUIPMENT 1000 HOLCOMB WOODS PKWY, EXISTING ON A I 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES SUITE 210 BUILDING 5'-10•'Xi9•-6" I INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FELD LOCATIONS FED FROM. ROS ELL, A2300 75 • PAD/AREA I 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. In THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES. AND ALL I DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. II 10.ALL NEW MATERLNL SHALL HAVE A U.L LABEL SPED PROFFS, BRIDGE (G a-)� C� �'C�GIN��9��0� /1.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. I EXISTINGr 9 CAPS 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. 7F)SPE I o 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG I I II EXISTING 4'-0-0 v\ 7/oREGoN\ FOUNDATION PIER71/ 4 tigb N0 I I ELECTRICAL NOTES NO SCALE 2 yy�l 12/28/2021 EXISTING a EXPIRES: 6/30/2022 GENERATOR Q o TI IS A VIOLNION OF UW FOR PNY PERSON, ON A I _ UNLESS THEY ME ACTING UNDER THE DIRECTION • E..PAD/AREA OF A LNCENSED PROFESSIONAL ENGINEERI I c +W0. I 'q ..- TO ALh-R TINS pOCUMEIRI lSEE EQUIPMENT I � c s ,<,^ I4 its DRAWN BY: CHECKED BY:APPROVED BY: 20'-05Q0'-0' I U 8._3.r a `A n.�cr:LEASE ARFA� ,I "�. L__—� i� i *� LTHDM MSB• EXISTING (tal i"\ _ � rs T ' __ REDS REV : y ' :11":PAD/AREA D 4/ ffr/ PADUTILIT �" a CONSTRUCTION sue ' �, at'l BOTH UNDERGROIMD DOCUMENTS N 6^ p al '' 100'-0 ) SEE NOE 3€F SUBMITTALS EXISTING "; *- A "' Proposed Soh 4fD T,4_onauN ror REV DATE DESCRIPTION Alp, 2•-0"x3'-0' , - "' FmM WNH HT,4i fl Cnv-0�ecw,r_4 A WIRD FOR IMAM PROPOSED 2'SCH 40 PVC '--1_ • �- N PEDESTAL - IA ._.. sv.,.... t. s I I.'.r,^4 t9xm+q tax�arana7 5y C'AYE 0 11t/11S/402I ISSUED FOR MM4MUCIDM UNDERGROUND FIBER CONDUIT TO MEET ME POINT AT ROW. 'IF T >; 7 �, EXISTING .. r " (LENGTH:TBD) I \ UTILITY .. .� FRAME S FBR � s � ,,I 4 i✓ '�. .,..,. 5— PWR PMR— - A pPW,. ,A II A&E PROJECT NUMBER PROPOSED 3'SRY1 UNDERGROUND POWER Alis 6 ' A *a „19i ,aaer t_ ` _ CONDUIT IN A TRENCH WITH A DEPTH AS o,i _. ,II 21 CCD12N-0014 IEXISTING RE !# ' NM CED OONS BY TO MEET ALL LL �� FENCE A',AI ,).. I �. , " **x-; .__ DISH Wireless L L C GOVERNING CODES (LENGTH TBD) .T,y'*: ,T T4+; -x - ";� PROJECT INFORMATION t ' ' {,, 1 i PRPDX00132B 1N 12 55 SW NORTH DAKOTA ST -. 6 I �.;' '4'.-' . a . .�` , TIGARD, OR 97223 1'A1, . ,.`" .._. SHEET TITLE NOTE ELECTRICAL/FIBER ROUTE P 61DB DESCRIPTION OF EASEMENTS NOT PROVIDED. CONTRACTOR TO PLAN AND NOTES e - COORDINATE AND ROUTE RE PS WITHIN EXISTING I EASEMENT. DISH WIRFIREQUIRED EDLLC. SHALL INS BE RESPONSIBLE FOR OBTAINING EASEMENT RIGHTS SHEET NUMBER AS REQUIRED FOR INSTALLATION OF ALL UTILITIES. 6' 4' 2' 0 5' 10• E-1 UTILITY ROUTE PLAN — — — 1 OVERALL UTILITY PLAN NO SCALE 3 3/16"=1•-0- CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 • COUPLING END MALE TERMINAL ST) � VARIES PER BACKFILL PER SITE - PART# ADAPTER DID We MN TRA LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS d 1/ 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) lvS Ill j_ E945D E945DX 1/2' 20 4' TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL E945E E945EX 3/4' 15 4' SUP JOINT CONONTONS BY EITHER SEEDING CONDITION IN A ACCORDANCE 11- (SEE CHART FDR OR SODDING GRASS AREAS,ORSIT LOCALTLEC RG NOTE N I E945F E945FX 1' 10 4' I-1 PART NUMBER) REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS // E945G E945GX 1 1/4- 5 4' SECTION. /\ ��` 5701 SOUTH SANTA FE DRIVE E945H E945HX 1 1/2' 5 4' 2. TRENCHING SAFETY: INCLUDING. o �� '� 3o i LITTLETON, CO 80120 v 1 BUT NOT UNITED TO SOIL /� �V/ m E945J E945JX 2' 15 e' CLASSIFICATION, , SHALL SLOPING. BRED 2' / m E945K E945KX 2 1/2' 10 8' BY THE CURRENT OSHA TRENCHING AND EXCAVATION - � �j � E945L E945LX 3' 10 8' SAFETY STANDARDS. 8 ' % 'A E945M E945MX 3 1/2' 5 8' 3. ALL CONDUITS SHALL BE ti 'A L. O ii. INSTALLED IN COMPLIANCE WITH 1 w i1 • , I E945N E945NX 4' 5 8' THE CURRENT NATIONAL A , / E945P E945PX 5' 1 8' ELECTRIC CODE (NEC) OR AS UTIUIY WARNING TAPE O NOTE REQUIRED BY THE LOCAL SAND BEDDING PER SITE E945R E945RX 6' 1 8' CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS 1000 HOLCOMB WOODS PM',SUP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT, TERMINATION AS PER LOCAL UTILITY POLICY SUITE 210 ORDINANCE AND/OR SPECIFIED REQUIREMENT. ROSWELL, GA 30076 676-280-2325 EXPANSION JOINT DETAIL NO SCALE 1 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 NOT USED NO SCALE 3 Nomm. �cPEU PROFFS S i� \ S LIQUID-TIGHT FLEX METAL 1. ALL CONDUITS ABM GRADE SHOULD BE RGS �� NC,I NFF9 cS'jO2 CONDUIT WITH FITTINGS-- 11MFS5 NOTED OTHERWISE \ NOTE FIBER PROVIDER RIGID CONDUIT �� 2- ALL PROPOSED CONDUITS AND LABELED PER DISH Wireless LLC. SHOULD BE • 768PE 9F- PROPOSED FIBER WILL NEED TO PROVIDE AN I NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, LB WITH / / �• PROPOSED DISH Wireless LLC. 2 U-BOLTS WITH 4 NUTS, COVER& /UNISTRUf w THE EVENT THE \z/ j BRACKET SPACING DOESN'T = OP - SPACING WITH BBELLOWURRENT = WRAPPED RIGID STEEL v,OREGON co PROPOSED FIBER PROVIDER w our . .,;. .. -.. colnllr ABOVE GRADE (rm.) GRADE OL.'^ 3r, 2`)O�'s HOT DIP GALV UNISTRUT •7 FIBER PROVIDER TO TERMINATE �! �� FIBER PROVIDER TO PUNCH TOP OF ..' WITH D]fPANS10N ANCHORS V/''=�, Eve' v/=/�.----V t 413 V�1Il'� POWER TO FIBER PROVIDER NID �. TELCO BOX OF HID ENCLOSURE AND WRAP �� AND MASTIC DID CAPS :A�:11vAA y�/� ;'%' V�`':' 12;28/2021 PROPOSED DISH Winless LLC. INSTALL 1-1/4' UQUID TIGHT -� EXPIRES: 6/30/2022 12 AWG WIRE (6' TAIL) CONNECTORS. UL UNITED, NYLON MATERIAL WITH 0-RING GASKET 7 T IS A VIOLATION OF LAW FOR MY PERSON, r -FIBER PROVIDER TO INSTALL UNLESS THEY ME ACTING ORDER THE DIRECTOR. TRANSITION RIGID OF A VTDENS�fRPROFESSNAL ENGINEER. _ 1-1/4' FLEX CONDUITS BETWEEN RIGID STEEL TO PVC IRIS DOCUMENT. 1 PROPOSED DISH Wireless LLC. I' — ..1 FDP TELCO BOX & NID ADAPTER PVC COUPLER 10 AMP DISTRIBUTION BREAKER Oft PROPOSED DISH DRAWN BY: CHECKED BY:APPROVED BY: ENCLOSURE LLC. I I TELCO FIBER ENCLOSUE I PROPOSED DISH Wireless LLC. I I LTH DM MSB 12 AWG WIRE . � , r�1-1 PROPOSED DISH BERER TOIN _CABINET LLC. I !�SCHEDULE 80 PVC SWEEP REDS REV #: --- W " OOF / I PROPOSED DISH Wireless LLC. ; 1 D 0 PROPOSED DISH Wireless LLC. PVC, ` ._: GRADE (TYPJ CONSTRUCTION PVC S S CHEDULE 40 CONDUIT 1-1/2' POWER FROM CABINET • • 2' CONDUIT FROM COMMERCIAL -A- . FIR VAULT• DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 CABINET CONDUIT DETAIL NO SCALE 5 TYPICAL UNDERGROUND STUB—UP DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 12/06/2021 SWIM FUR REVIEW - 0 12/27/2021 ISSUED FOR m161RIJC11DN LB WITH COVER III WATER TIGHT EQUIPMENT & GASKET CABINET ENTRY HUB A&E PROJECT NUMBER or il LIQUID-TIGHT FIDE METAL CONDUIT 21 CCD12N-0014 WITH FITTINGS DISH Wireless L.L.C. PROJECT INFORMATION PRPDX00132B m 12655 SW NORTH DAKOTA ST Ole TIGARD, OR 97223 VW WRAP ` HOT DIP GALV UNISTRUT WITH EXPANSION SHEET TITLE r ANCHORS AND PLASTIC END CAPS ELECTRICAL Al DETAILS TRANSITION TO RIGID -F-_4I SHEET NUMBER I - SCHEDULE 80 PVC SWEEP I E-2 1 CABINET CONDUIT ENTRY DETAIL NO SCALE 7 NOT USED NO SCALE 3 NOT USED NO SCALE 9 NOTES - CONDUIT SIZING:AT 40S FILL PER NEC CHAPTER 9,TABLE 4, ARTICLE 358. • PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 0.5° CONDUIT - 0.122 SQ. IN AREA 1VERALL 1 SERVICE CENT 0,75°CONDUIT - 0.213 SQ.O IN AREA d.,,,Iii-v-sh - �n- -1%�-. F:ticTnc Izojz,od. Ipsw, UTILITY SERVICE ENTRANCE OVERALL UL USIED POWER CENTER, 2.0° CONDUIT - 1.316 S0. IN AREA rYv Y-`, UTILI-Y COMPANY TRANSFORMER 120/240 VAC 1PH N3R, 65K/I0K MC 3.0' CONDOR - 2.907 SQ. IN AREA L BACKUP AWN BREAKER WITH CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THAN-2, CU. GENERATOR 200A 200A INTERLOCKED GENERATOR NEW WIRE AND CONDUIT PER UTILITY CAMLOCK FEED, 200A 65K MC }I0 - 0.0211 SQ. IN X 2 - 0.0422 SQ. IN ess+ COMPANY REQUIREMENTS GEN PLUG (3) PROPOSED #10 - 0.0211 S0. IN X 1 - 0.0211 SQ. IN <GROUND nk �7. 0.75' EMT CONDUITS N TOTAL - 0.0833 SQ. IN SURGE SUPPRESSI 0 5701 SOUTH SANTA FE DRIVE DEVICE 100KA SAD/MOV 0.5' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, LITTLL70N, CO 80120 01 02 INCLUAING GROUND WIRE, AS INDICATED ABOVE. NEW 200A, 120/240V, 1431Y. SFTA4CE RAZED. GFCI 155A 40A PROPOSED 2 /B, 1 /8 CU CND. I FOR RECTIFIERS 1 & 2 FUSIBLE DISCONNECT(NEW 3R). D3 0411 RECOFER CONDUCTORS (3 CONDUITS): USING ULI015, CU. (SQUARE D MOOEL No. D224NR8/OR EQUIVALENT). 20A 05 OB VERIFY COMPATI BIIY WITH LOCAL UTILITY COMPANY. f�L I p . 18 - 0.0552 SQ. IN X 2 - 0.1103 SQ. IN LOCATION OF AWN BONDING JUMPER. SPACE SPACE 07 OB 40A PROPOSED 2 /8, : O FOR RECTIFIERS 3 & 4 #8 SOURED GROUND WEE 8 - 0.0131 SQ. IN X 1 - 0.0131 SO. IN <BARE GROUND d 08 10� 0 TOTAL - 0.1234 S0. IN O SPACE II 12 20A PROPOSED 2 /8 t FOR RECTIFIER 5 200 035' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, Q �4 CU (GROUNDING - ___,..- 12,-__. SPACE INCLUDING GROUND WIRE.AS INDICATED ABOVE. ELECTRODE CONDUCIOR) (3) 3/0 WITH /e GROUND �13 4^ PPC FEUD AN. CU. IN 3'=:40 CONDUIT BARE 15 16 CONDUCTORS (1 CONDUIT): USING THAN.SPACE SPACE SPACE 17 1 B-. 3/0 - 0.2679 SQ. IN X 3 - 0.8037 SQ. IN SPACE I9 0`SPACE (1) PROPOSED #6 - 0.0507 SO. IN X 1 - 0.0507 SQ. IN <GROUND 1000 HOLCOMB WOODS PKWY, SPACE 21 SPACE 0.5' EMT CONDUIT TOTAL - 0.8544 SQ. IN ROSWELL. CA 30076 SPCEDACE 678-280-2325 3.0' SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, WEL SPACE SPACE INCLUDING GROUND WIRE AS INDICATED ABOVE. PROPOSED 2 #10. 1 /10 CU CND. FOR CONVENIENCE OUTLET ��.0 PROFF6,, co �NGINEF9 �62 -GROUNDING ELECTRODE SHALL BE CONTRACTOR TO REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105C, 600V,AND PVC INSULATED, IN THE SIZES SHOWN -9 (2) 5/8'0 X 10' LONG GROUND ROD FINAL UTILITY DESIGN DETAILS IN THE ONE-UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THAN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. 7E8PE SPACED MINIMUM 6'APART BREAK1t5 REQUIRED. (2) 40A, 2P BREAKER - SQUARE D P/N:00240 (1) 20A. 2P BREAKER - SQUARE 0 P/N:00220 (1) 20A, 1P BREAKER - SQUARE D P/N:00120 OREGON �/F 31 0�� cy' D wiLH°� 12/28/2021 PPC ONE-LINE DIAGRAM NO SCALE 1 EXPIRES: 6/30/2022 TV IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: LTH DM MSB REDS REV #: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPS VOLT AMPS REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP CRST PHASE C#T TRIP (WATTS) LOAD SERVED A 12/00/2021 ISSUED FOR NEVERLI L2 LI 1..2 PPC GFCI OUTLET 180 15A 1 n A � 2 40A 3840 ENERSYS ALPHA CORDER 0 12/27/2021 ISSUED FOR DONSIRUCTSM ENERSYS GED OUTLET 160 20A 3 .n B 4 3840 RECTIFIERS 1 & 2 -SPACE- 5 ./t A ars. 6 40A 3840 ENERSYS ALPHA COM E( -SPACE- 7 n 8 a 3840 RECTIFIER 3&4 -SPACE- 9 /Y. A /Is.10 20A 1920 ENERSYS ALPHA CORDEX -SPACE- 11.n. B .A-12 1920 RECTIFIER 5 -SPACE- 13 n A ..'Ti-14 -SPACE- -SPACE- 15 n 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 n B n 24 -SPACE- 21 CCD12N-0014 AMPSVOLTAGE I I 24 SPACE,, 120/240V LI L2 180 19500 19500 200A MCB MB RATM& 6000 AC Imo 9680 VOLTAGE MAPS DISHWireless L.L.C. PROJECT INFORMATION alAR 81 81 WI C AMPS PRPDX001 32B 102 MAX 125% 12655 SW NORTH DAKOTA ST TIGARD, OR 97223 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 PROPOSED S EXOTHERMIC CONNECDON �I TEST GROUND ROD WITH BUSS BAR d ..., s h INSULATORS PROPOSED 4'a12'a1/4' TINNED • • SLEEVE COPPER GROUND BUSSBAR •■ MECHANICAL CONNECTION TEST WEll • }B AWC STRANDED h INSULATED CI - -r —rr — �— a '--- GROUND BUS BAR - - . — • - #2 AWG SOLID COPPER TINNED OGROUND ROD '=°��• A BUSS BAR INSULATOR BOND PROPOSED EQUIPMENT I 1 a-Aft-fill lI 1■ / 1 - \ _ PAD TO PROPOSED RR GROUNDING ELECTRODE �I `-1 I/^ �Is I � 5701 SOUTH SANTA FE DRIVE - SIDIEMI (TIP. 4) ` i GROUNDING LEGEND LTTLEroN, co 80120 BOND H-FRAME POST TO EXISTING TOWER GROUND UNI-STRUT(TIP.) IIM '° RING (FOLD VERIFY) 1. GROUNDING 6 SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE L ° •I' I SUPPORT POSTS TO \ 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN ° I GROUND RING BOND(s) - -----� COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC. GROUNDING AND BONDING I, ` I mi. ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. ° / e° Ell I • I EXISTING MONOPOLE\. \ 3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDULIUro SHALL BE USED. Q• A 12 AWG BURIED GROUND I e ° RING 30' BELOW GRADE ° ,/ /• ' I ' #2 TINNED SCUD IN 1/2' " - I Ow% '/ ® \ 1000 HOLCOMB WOODS P . GROUNDING KEY NOTES SUITE 210 MIN. UQUID TIGHT CONDUIT -,® 0 . ) ROSWELL, GA 30076 FROM 24' BELOW GRADE 678-280-2325 TO WITHIN 3'TO 6'OF ■ �� CAD-WELD TERMINATION _D OF I ® ® A EXTERIOR GROUND RING' }2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW THE UQUID TIgREDCONDUR ® ® GRADE. OR 6 INCHES BELOW THE ENUaT UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. OR FOOTING. G MUST BE SEALED WITH . — • — ® s�. O TOWER GROUND RING THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND M ANTENNA TOWER'S LEGS. �y 01 PROF' SILICONE CAULK. (1YP) � ° \ \ / O AND/OR GUY ANCHORS. WHERE SEPARATE ST6IEMS NAVE BEEN PROVIDED FOR THE TOWER AND THE 'o'`` stS BUILDING,AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE �5 �NG1NEFq �O / BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOUD COPPER CONDUCTORS. 29 — _� — — ��_ 0 \_____________,---/ '�--�- / O INTERIOR GROUND RING. #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR LIC B MOUND THE 768PE ., r PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METAWC OBJECTS FOUND BOND EQUIPMENT AS WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH }6 AWG STRANDED GREEN REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. PROPOSED EQUIPMENT GROUND RING TO D POND TO INTERIOR GROUND RING. }2 AWG SOUD TINNED COPPER WIRE PRIMARY BONDS SHALL BE u�OREGON n, DOSING TOWER GROUND RING (TOTAL 2) O PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING. LOCATED AT THE CORNERS OF THE C �/F 30 ��1'' q O GROUND RCM. UL USTED COPPER CLAD STEEL. MINIMUM 1/2' DIAMETER BY EIGHT FEET LONG. GROUND y'q0 W�1"NO/26/2021 TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. EXPIRES: 6/30/2022 O S,Fl I REFFRFNOF (ROIM PAR- POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT TT IS A VIOLATION OF LAW FOR ANY PERSON, NOTES UNLESS THEY ARE ACTING UNDER THE DIRECTOR FRAM S. ALL BONDS ARE MADE WITH }2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED OF A LICENSED PROFESSIONAL ENGINEER, COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) }2 SOUD TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. 1. ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT REFERENCING TO A SPECIFIC HLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITHTWO #2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: MANUFACTURER. THIS LAYOUT 6 FOR REFERENCE OATCH P INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE MD A CELL REFERENCE GROUND BM ARE BOTH ONLY PRESENT.THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING LTH DM MSB USING (2) TWO }2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.Po fR REDS REV j): --- \ OEXTFTj�OR FAE FHTRY PORT O END BARS EE LOCATED AT THE ENTRANCE TO THE CELL S BUILDING. BOND TO GROUND RING WITH A}2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND CONSTRUCTION / f \ INSPECTION SLEEVE / \ DOCUMENTS / / ` Oj m c AROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. / / / / / -\ O RONTMNG- THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS / / // / /\ SNOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. _ REV DATE DESCRIPTION / / \ O INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDMDUAL METALLIC UNITS LOCATED WITH THE AREA A 1R/06/2021 ISSUED FOR ROAM / _ \ OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE 0 12/27/ml1 ISSUED FOR 00161MXRIOR � �' ,\, INTERIOR GROUND RING. `�\ LO FENCE AND GATT GROUNDING. METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS :4 / \/i BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A}2 An SOUD TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH ` GATE POST AND ACROSS GATE OPENINGS. ' 4111/ IIIIIIOIIIIIIIN:. O FYTFRIOR IINR BONOC METALLIC OBIECfS, FD(TI7tNAl TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED A&E PROJECT NUMBER ` `\ PROPOSED }2 AWG STRANDED TO THE EXTERIOR GROUND RING. USING }2 TINNED SOLID COPPER WIRE COPPER GREEN INSULATED (ESP) 21 CCD12N-0014 ..� �� O L{`F RRITNNF SUPPORTS. EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE J �le, � t PROPOSED 4'x6'x1/4'TINNED TINNED COPPER CONDUCTOR. PRONDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED DISH Wireless L.L.C. s�<��J� .V./ r- COPPER S/E�CT�OR GROUND GROUND RING. PROJECT INFORMATION '� B11556AR (lYP OF 3) O DURING ALL DC POWER ST6IW CHANGES INCLUDING DC GTSIEN CHANGE OUTS, RECTIFIER REPLACEMENTS �1 ''*. O OR ADOmONs, BREAKER DISTRIBUTION CHANGES, BATTERY ADDIONS, BATTERY REPLACEMENTS AND PRPDXOO132B - PROPOSED UPPER IDIIkN INSTALIATNINS OR CHANGES TO DC CONVERTER SYSTEMS TT SHALL BE REQUIRED THAT SERVICE 12655 SW NORTH DAKOTA ST \- GROUND BAR CONTRACTORS VERIFY ALL DC POWER STa1EUMS ARE EQUIPPED WmN A MASTER DC SYSTEM RETURN GROUND III CONDUCTOR FROM THE DC POWER SYSTEM COMMON RLRIRN BUS DIRECTLY CONNECTED TO THE CELL SITE TIGERS, OR 97223 PROPOSED BUSS BAR REFERENCE GROUND BAR ! INSULATORS (TYP) `� -- OP TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. SHEET TITLE GROUNDING PLANS REFER TO DISH Wireless LLC. GROUNDING NOTES. AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAN NO SCALE 2 GROUNDING KEY NOTES NO RCAF 3 NOTES NOTES CABLE GROUNDING CABINET OMITTED FOR CLARITY NQI REQUIRED WHEN • Gil ii ANTENNA IS LESS THAN 10' FROM CABINET s h PROPOSED GPS UNIT AMR i•• v v 11119 PROPOSED 200.MP METER SOCKET PROPOSED GPS UNIT Iii I I 11Yir@l@SS_ PROPOSED PIPE COLUMN _ PROPOSED POST �- CONDUCTOR TO GROUND ".UND u 5701 SOUTH , CO FE DRIVE FI �, PROPOSED CPS UNIT I LITTLETON, CO 80120 .__ MOUNT DR APPROVED PROPOSED PIPE CLAMPS 1 Ce ®�IF SPACE FIBER ND. EQUIVALENT — PROPOSED DISH S a■iiII D 1 _R I ,�_ O PROTECTIVE I A I II- , a�i�I1�D ° II F 1/2'COAX CABLE 8' ■ \\ II 1000 HOLCOMB WOODS PKWY, r.^-i _y___- I I MINIMUM BENDING RADIUS `� r-_I r I___, b PER CABLE MAM1FAcTURER'S • ' SUITE 210 / 1 a SPECIFlCATONS 'TO GROUND R0678L280A232576 P R f q ml I TYPICAL GPS UNIT GROUNDING NO SCALE 2 IE- I / 1 4 L / PROPOSED 11 /1 NSH WIFNese 1 ' I PR ` / LLC. SAFETY �1/_ _ PROPOSED TELCO ‘,0 OFe '1 r 1 �;' ' IN YRTCH.TALL IF ,6 • _FIBER ENCLOSURE CO<� GINE ss/ L REWIRED BY '.,q ji �N Fq o2 II '1 a LOCAL MANY ,/UTT 1 6 m .11 768PE OREGON A�}1}� g� =" — PROPOSED!z Awc rE C�� .- 1 ® ' a j O0 0 0 0 INTO GROUND RING(n P) I �-/ J, O\'C GRUND j o Dl '10 WILA GROUND J 1228i2021 BUSS BAR \• f�PROPOSED EQUIPMENT PAD EXPIRES: 6/30/2022 /2 TINNED SOLID IN 1/2'MIN. ``� -_I, IT IS A VIOLATION OF LAW FOR ANY PERSON. LIOUID TORT CONDUIT FROM 24' 1 a h _7 _.1 GALL$$THEY ARE ACTING UNDER TIE DIRECTION 1 OF A LICENSED PROFESSIONAL ENGINEER, BELOW GRADE TO WITHIN S'TO B' .. a I CI I TO ALTER THIS DOCUMENT. OF GAD—WELD TERMINATION PONT. I j \.COEXPOSED NDUIT MUST OF THE `A I a j DRAWN BY: CHECKED BY:APPROVED BY: I I e ( PROPOSED GROUND RING I WNW SILICONE CAULK. (TTP) I ,BOND EQUIPMENT 1 f I 11 ,, LTH DM MSB -GROUND BAR 70GROUNDING 1- I �/ 'ELECTRODE ) ..........-----.1 \\V\ a 11` &t5E CONNECTION _ / PROPOSED REDS REV }�: raitAl - - -, - - — - - - - \ - - — / 2GROUNI /� GROUND RING CONSTRUCTION a 0 fa DOCUMENTS H-FRAME GROUNDING DETAIL NO SCALE 1 OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12' DR: 24' DEEP A 12/De/2021 Baum FDR NEVER /2 TINNED SOLD IN 1/2' MN. LIQUID INSPECTION SLEEVE PVC D 12/27/2021 BA1ED FOR CONSTRUCTION OR SOIL PPE WITH CAP TIGHT CONDUIT TO 24' BELOW GRADE PIPE • c ° a OR EQUIVALENT TO WITHIN J'TO 6 OF CAD—WELD 1'-0' TERMINATION POINT. EXPOSED END OF - THE LIQUID TIGHT CONDUIT MUST BE i� FINISHED GRADE NCLUDE WARNING TAPE WITH SEALED WITH SILICONE CAULK. / - - - - BACKFlLL PER SPECIFICATIONS _ GRADE °.� :.°o,.u o.° . L. ,,, AAA,, ,..AAA AAA AAA\. Vv�AA� A&E PROJECT NUMBER ��V//V/V //V�/�" 21CCD12N-0014 o � AA/AA/A/VN( i\/AAA� EXOTHERMIC CONNECTION O '',//\�<,':/ V //\/- mz DISH Wireless L.L.C. R im/j/ �/-,./ - EQUAL 3/4'CRUSHED STONE OR m-D PROJECT INFORMATION h \/ /'/!� WITHN 2 OFLL�TOP WELL TO ffi PRPDX001 32B / ;� ",s ' / GROUNDING LOOP CONDUCTOR GROUND RING, #2 ARC 12655 SW NORTH DAKOTA ST \/ F / I 3 SOUDO RE TINNED CADWEL�) I GROUND RING 41 TIGARD, OR 97223 1 — —F— _ - - - ( SHEET TITLE /2 AWG SOW TINNED I GROUND ROD. 1/2' MIN. N 8'-0' TE INTO EXISRNG I COPPER CONDUCTOR GROUNDING DETAILS GROUND RING Li EXTERIOR GROUND RING LONG COPPER CLAD STEEL (ERICO /625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 EXTERNAL CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL REQUIRED FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2)TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO-HOLE CONNECTOR BARREL v BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORSd WELD. S h 3/8' DIA 01/2' 3/8.DIA •l I/2' v ' 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. AU.HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE HATING. S/S NUT S/S NUT - 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND A� BEFORE MATING. S/S LOCK S/S LOCK 1141 1..1 WASHER WASHER 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR r LITTLETON, CO 80120 DOWN TO GROUNDING BUS. S/S FIAT �lll j S/S FIAT — T� /r/�/-I, j 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER WJ �� WASHER IN=W �l��lJ THE BACK SIDE. TINNED COPPER �_—__ TINNED COPPER - 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT I GROUNDING BAR r s/s FLAT MUNi GROUNDING BAR i' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER I"TTT�� WASHER �f��////�J//// REQUIRED. �//�� L Mir O 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8'OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT �� ' , (1 OF 2) (1 OF 2) Q 1/16" MINIMUM SPACING 1/18" 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 SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 ,PED P R OFFS, I �N� ONGIN€$; S/0 768PE of NOTE MINIMUM OF 3 THREADS S/S BOLT(TAP) TO BE VISELE (I)P) \ S/S SPLIT WASHER (TAP) - S/S FIAT WASHER (TAP) �-.- _! MEI 1�1 ��OREGON,\� 2 HOLE LONG BARREL l•�.� Q[, - 3J, 2'��/\ TINNED SCUD COPPER ��1 •7'`�0 N LUG ) 1■1 1■1 NAIL 12i28i2021 Vs FLAT WASHER (TAP) EXPIRES: 6/30/2022 TIN COATED SOUD COPPER BUS BAR S/S NUT(TAP) IT IS A HEY A E T1 LAW FOR ANY PERSON. ENUNLESS THEY PRE ACTING UNDER THE DIRECTION CHERRY INSULATOR OF A LITCDENT& PTHIS SDOCNMENT. EEC INSTALLED IF REQUIRED WDRAWN BY: CHECKED BY:APPROVED BY: '■, LTH DM 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 12/06/2021 ISSUED FOR Rend/ 0 12/27/2021 ISSUED FOR COGTRUC11011 A&E PROJECT NUMBER 21CCD12N-0014 DISH Wireless L.L.C. PROJECT INFORMATION PRPDX001328 12655 SW NORTH DAKOTA ST 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 RRH BETA RRH GAMMA RRH LOW BANDS (N71+N26) AWS - - d sh PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 OPTIONAL - (N29) (N66+N70+H-BLOCK) r LOW-BAND RRH - + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT ORANGE PURPLE (600MHz N71 BASEBAND) + (850MHz N26 BAND) + 1111010 (700MHz N29 BAND) - OPTIONAL PER MARKET 4 RED RED RED RED BLUE MU licn BLUE GREEN GREEN GREEN GREEN -- ■ 'u__ 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) ORMRE ORANGE ® ORANGE ORANGE ORANGE ORANGE (3 GHz) ON ANT/RRH UTTLETON, CO 80120 fOi'T'i INA YELLOW WHITE a RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREET! GREEN ALPHA SECTOR BETA SECTOR GAMMA SECTOR Po i., . i MID-BAND RRH - O (AWS BANDS N66+N70) RED BLUE GREEN PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE ,PIRiPLE PURPLE GREEN GREEN 1000 HOLCOMB WOODS PKWY, ® ® MUSS.s�!1F.�.I24� CM 210 lial PURPLE PURPLE PURPLE PURPLE: !NM ROSWELL, GA 30076 ADD FREQUENCY COLOR TO SECTOR BAND 678-280-2325 (CARS WILL USE YELLOW BANDS) N NEM COLOR IDENTIFIER NO SCALE 2 HYBRID/DISCREET CABLES MANIPLE 1 EXAMPLE 2 EXAMPLE 3 �� tr0 PR�F�ss ;..RED RED RED 9 INCLUDE SECTOR BANDS BEING SUPPORTED IICIE311 IMO :768PE r ALONG WITH FREQUENCY BANDS GREEN GREEN ORANGE EXAMPLE 1 - HYBRID. OR DISCREET. SUPPORTS PURPLE ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS ORANGE YELLOW EXAMPLE 2 - HYBRID. OR DISCREET, SUPPORTS CM L ,V OREGON ^ CORD ONLY, ALL SECTORS F 3OWI1.H 20 0"\ `'yq D FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH 12/28/2021 EXPIRES: 6/30/2022 LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS NE?ARE ACING UNDER THE DIRECTION - OF A UCENSED PROFESSIONAL ENGINEER. is RED RED BLUE BLUE GREEN GREEN TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: LTH DM MSB POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RAH LOW BAND RRH HIGH BAND RRH REDS REV #:p p /� --- I LOW-BAND RR,- POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY I ,:.RED RED BLUE1031 GREEN GREEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS PURPLE .PURPLE. REV DATE DESCRIPTION A 12/01/202I ISSUED FOR ROAN 0 12/27/2021 ISSUED FOR CONRIRUCTIL 1 RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 LOW BAND/ HIGH RAND/ LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ 'N" 7N" 1N- -IN- -N- IN" RED RED BLUE 13331 GREEN GREEN A&E PROJECT NUMBER PURPLE PURPLE Q 21 CCD 12 N—0014 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 PRPDX00132B LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY 12655 SW NORTH DAKOTA ST 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 GREEN GREEN SHEET TITLE LABEL S INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHRE WHERE RF LOCAL AND REMOTE SITE ID'S RED MI GREEN CABLE COLOR CODES WHITE WHITE WHERE SHEET NUMBER RF-1 RE CABLE COLOR CODES NO SCALE 1 NOT USED NO SCALE 4 AB ANCHOR EXOTHERMIC CONNECTION • T IN INCH _ ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(5) POUND(S) • BUSS BAR INSULATOR ♦ AOOL ADDITIONAL LF UNEAR FEET d „„„ sh AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSIEM 9 AFG ABOVE FINISHED GRADE LAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING STbItM eT AGL ABOVE GROUND LEVEL MAX MAXIMUM AMC AMPERAGE INTERRUPTION CAPACITY A6 MACMNE BOLT vidredemms. EXOTHERMIC WITH INSPECTION SLEEVE IE ALUM ALUMINUM MECH MECHANICAL GROUNDING BAR i r ALT ALTERNATE MFR MANUFACTURER 5701 SOUTH SANTA FE DRIVE ANT ANTENNA IAMB MASTER GROUND BAR LITTLETON, CO 80120 t GROUND ROD IIH APPROX APPROXIMATE MIN MINIMUM TEST GROUND ROD WITH INSPECTION SLEEVE II Hol r ARCH ARCHITECTURAL INSC MISCELLANEOUS ��(1,, ATS AUTOMATIC TPANSF'ER SWITCH MTL METAL 4 SINGLE POLE SWITCH `h MAC AMERICAN WIRE GAUGE MIS ANNUAL TRANSFER SWITCH BATT BATTERY NW MICROWAVE DUPLEX RECEPTACLE cb BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK NM NEWTON METERS �■ BLKG BLOCKING NO. NUMBER O DUPLEX CFCI RECEPTACLE 'i� BM BEAM NUMBER P r 1 FTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE FLUORESCENT LIGHTING FIXTURE I F I BOF BOTTOM OF FOOTING OC ON-CENTER 1000 HOLCOMB WOODS PKWY, (2) TWO LAMPS 48-T8 L J CAB CABINET SUITE 210 OSHA OCCUPATIXIAL SAFETY AND HEALTH ADMINISTRATION ROSWELL, GA 30076 Sp CANE CANTILEVERED O OPNC OPENING 678-280-2325 I SMOKE DETECTION (DC) CHO CHARGING P/C PRECAST CONCRETE CLG CEIJNG PCS PERSONAL COMMUNICATION SERVICES CLR C EMERGENCY LIGHTING (DC) PCU PRIMARY CONTROL IT COL COWAN PRC PRIMARY CABINET � -ED PROFF�,s SECURITY LIGHT W/PHOTOCELL LITHONN ALXW COMM COMMON PP POLARIZING PRESERVING \CD NGINE • /O LED-1-25A400/51K-SR4-120-PE-DDBTXD CONC CONCRETE CO' �' 9 9 PSF POUNDS PER SQUARE FOOT CHAIN LINK FENCE x Ti x x CONSfR CONSTRUCTION PSI POUNDS PER SQUARE INCH l 768PE DBL DOUBLE PT PRESSURE TREATED WOOD/WROUGHT IRON FENCE 0 ❑ ❑ ❑ ❑ ❑ DC DIRECT CURRENT POUR POWER CABINET WALL STRUCTURE Y//////////////////////////////////I DEFT DEPARTMENT QTY QUANITIY DF DOUGLAS FIR RAD RADIUS LEASE AREA — — DLA DIAMETER RECT RECTIFIER vC/OREGON^� PROPERTY LINE (PL) - - DMIG DIAGONAL REF REFERENCE �� 0. -�� DIM DIMENSION REINF REINFORCEMENT qD WILN SETBACKS ? DWG DRAWING REQ'D REQUIRED 2t28/2021 ICE BRIDGE ,c'i i *},^ DOWELDWL RET REMOTE ELECTRIC TILT y,� ZEXPIRES: 6 30 2022 EA EACH CABLE TRAY V/��/��Z��/�� O//�� EC ELECTRICL CONDUCTOR RF RADIO FREQUENCY T IS A VIOLATION OF LAW FOR ANY PERSON, WATER LINE — W — W — W — W — W — EL ELEVATION RMC RIGID METALLIC CONDUIT UNLESS THEY PRE ACING UNDER THE DIRECTION RRH REMOTE RADIO HEAD OF A LICENSEDPROFESSIONAL ENGINEER, ALTER TO PLTER THISDOCUMENT. ELEC ELECTRICAL UNDERGROUND POWER —UGP— UGP—UGP—UGP—Uf?— RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING DRAWN BY: CHECKED BY:APPROVED BY: UNDERGROUND TELCO —UGT—UGT—UGT—UGT —UGT — ENG ENGINEER RAY RACEWAY SCH SCHEDULE LTH DM MSB OVERHEAD POWER EO EQUAL SFIT — SHEETEXP EXPANSION REDS REV #: --- OVERHEAD TELCO -qIT 0HR dR 0HT- EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE EW EACH WAY SIM SIMILAR UNDERGROUND TELCO/POWER —UGT/P — UGT/P —UGT/P —CT/P — SPEC SPECIFICATION CONSTRUCTION FAB FABRICATION 1 RE ABOVE GROUND POWER —AGP -AGP —AGP —ADP —AGP — FF FINISH FLOOR 50 SpUA N DOCUMENTS FG FINISH GRADE SS STAINLESS STEEL ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT — STD STANDARD SUBMITTALS FIE FACILITY INTERFACE FRAME ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P — /P — AN FlNISH(ED) m STEEL REV DATE DESCRIPTION FlR FLOOR REAP TEMPORARY WORKPOINT INK THICKNESS A tx/OS/xlU:t ISSUED FOR RENEW W.P. FEN FOUNDATION TIM TOWER MOUNTED AMPLEIEA O 1y1T/1m SS 1 ISSUED FOR CONSTRUCTION ~ SECTION REFERENCE 111 / FOO FACE OF CONCRETE TN TOE NAIL • FACE OF MASONRY TOA TOP OF ANTENNA FOS FACE OF STUD TOO TOP OF CURB DETAIL REFERENCE Atli FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE FT FOOTTOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL A&E PROJECT NUMBER FTGGA FOOTING GAUGE TOW TOP OF WALL 21CCD12N-0014 I TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GEN GENERATOR lYP TYPICAL DISH Wireless L.L.C. CFCI GROUND FAULT CIRCUIT INTERRUPTER PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND cLv GALVANIZED UL UNDERWRITERS LABORATORY PRPDX00132B CAPS GLOBAL POSITIONING STSIal LINO UNLESS NOTED OTHERWISE 12655 SW NORTH DAKOTA ST GND GROUND UNITS UNIVERSAL MOBILE TELECOMMUNICATIONS STbILM TIGARD, OR 97223 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER STa1 EM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED NF VERIFIED N FIELD SHEET TITLE HIOR HEADER W WIDE NCR HANGER W/ WADI LEGEND AND INAC HFAT/VINTIUTION/AR CONDITIONING WD WCD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WI WEIGHT GN-1 LEGEND ABBREVIATIONS SITE ACTMTY REQUIREMENTS- GENERAL NOTES. • 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEMNG A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless r/ LLC. AND TOWER OWNER NOC & THE DISH Wireless LLC. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1111111/Sh CARRIER:DISH Wireless L.LC. 2. "LOOK UP" - DISH Wireless LL.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: wireless. TOWER OWNER:TOWER OWNER - THE INTEGRITY OF THE SAFETY CUMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES I 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 CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED 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 S LITT LETTH N, FE DRIVE SAN 80120 .- ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPUCABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY COMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPUCITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS 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 EXPLICITLY 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 LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTMTIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF UFE AND O 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. i 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 LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING 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 EDITION); 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 B 21 WOODS PKWY, AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE ROSWELL, GA 30076 PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) 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 QUALIFIED ENGINEER FOR CLASS IV 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 I IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION op PROF FS' ACTIVITIES ON DISH Wireless LLC. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO X,FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE N. NGINEF sio INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS C? 9 Z17' 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. 768PE 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 VISIT THE CELL SITE TO FAMILIARIZE WITH THE CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 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, v OREGON �, 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY U TY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, �'��' �,- ORD SHALL COMPLYA AWITHPPLICABLE ALL REGULATIONS. MUNICIPAL AND UT1LfTY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED Cis. �O. Q ORDINANCES AND APPLICABLE REGULATIONS. 4D WILN OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. 2/28/2021 UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR EXPIRES: 6/30/2022 I 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. IT Is A VIOLATION OF LAW FOR ANT PERSON, OF CONSTRUCTION. UNLESS THEY ARE ACTING UNDER THE DIRECTION 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OF A So NALTERRTHISDOCUUMEIT�INEER. 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 LIMITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE LTH DM 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 WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN CONSTRUCTION 11. ALL SITE WORK LATEST APPROVED REVISION. DOCUMENTS 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 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 LL.C. 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 UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 12/0e 1 ISSUED FIN RENEW 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 0 12/27/2021 ISSUED FOR ronsTnuCT I THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LL.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE I _ REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDMDUAL 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 APPLICATION. 21 CCD 12N-0014 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 STABIIUZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. PROJECT INFORMATION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF PRPDX001328 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 12655 SW NORTH DAKOTA ST TIGARD, OR 97223 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SHEET TITLE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 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 CONDITION. 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 GN-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. V 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 (LIQUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION dviorsh Ps• OCCURS OR FLEXIBILITY IS NEEDED. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (Yc) 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 wfeless 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. TEMPERATURE 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. LITTLETON, CO 80120 BASED 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 (WIREMOLD SPECMATE WIREWAY). 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 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 #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE UNES OF O A THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO 1 #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 I MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING UNES. 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 PKWY, SUITE 210 • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ROSWELL, GA 30076 MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET s7e-zs0-2325 • 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 1' • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 1 ) PROFFS EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR ' S' GINE • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: BETTER) FOR EXTERIOR LOCATIONS. „N FR 0* • SLAB AND WALLS 3/4" 26. NONMETAWC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED 768PE 'yr- • 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. OREGON 4, 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 11�. _ ,c,\ WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. Cif, .50. zJ ‹C Fl F(`IRK'.AI INSTAI LATION NOTES: 1 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� W��NO 2i28i2J21 1' 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: 6/30/2022 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 ARE ACTING UNDER 1HE 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. DRAWN BY. CHECKED BY:APPROVED BY: 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL AND SHALL CONFORM TO REQUIREMENT OF LTH DM MSB THE NATIONAL ELECTRICAL CODE. REDS REV #: --- 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT 1 CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC 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 SUBMFTTALS 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 12/00/2021 RARE FOR RE MY * 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 0 12/27/2021 OWED FOR mssmuemN - CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (Le. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. B. 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 WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 21 CCD12N-0014 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DISH Wireless L.L.C. TYPE 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 PRPDX001328 OTHERWISE SPECIFIED. 12655 SW NORTH DAKOTA ST 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TIGARD, OR 97223 TYPE 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 BETTS (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 NEC. SHEET NUMBER 15. ELECTRICAL METAUJC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. G N-3 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. dvish 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR 'Il GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. • wireless 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO - 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 LITTLETON, CO 80120 BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS I,II • 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 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 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 PKWY, COPPER UNLESS OTHERWISE INDICATED. SUITE 210 ROSWELL, GA 30076 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 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. �EO PROFFss 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 0,G NEF9 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 9� 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND 768PE BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. OREGON 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL -10 �( °A/ 0 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND qD wi ' RING, IN ACCORDANCE WITH THE NEC. 12/28/2021 18. BOND ALL METAUJC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOUD TINNED COPPER GROUND EXPIRES: 6/30/2022 CONDUCTOR. L IS A NOTATION Ci LAW FOR ANY DIRECTION UNLESS LICENSED ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND UGHTNING PROTECTION STaI EMS SHALL NOT BE ROUTED To ALTER THIS DOCUMENT. THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR 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-METALUC 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. LTH DM MSB 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOUD TINNED COPPER IN 3/4" REDS REV #: --- NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3' TO 6" OF' CAD-WELD TERMINATION POINT. THE EXPOSED END CONSTRUCTION OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 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 SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING STSILM, THE BUILDING STEEL COLUMNS, UGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER STSI LM PIPES. A 12/00/1021 ISORD FOR WEN 0 12/Z7/2021 ISSUED FOR CONSTRUCTOR p A&E PROJECT NUMBER 21CCD12N-0014 DISH Wireless L.L.C. PROJECT INFORMATION PRPDX00132B 12655 SW NORTH DAKOTA ST TIGARD, OR 97223 SHEET TITLE GENERAL NOTES SHEET NUMBER G N-4