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Plans (21) BUP2020 -00220 OFFIGI= ''OPY OFFICE COPY PROJECT SCOPE SHEET INDEX 1 . PROPOSED MODIFICATION OF AN EXISTING M bil TELECOMMUNICATIONS FACILITY FOR T-MOBILE. • T1 .0 TITLE SHEET �� + - T n O e 2. PROPOSED REMOVAL OF THE FOLLOWING bile I T-MOBILE EQUIPMENT FROM THE TOWER: A1 .0 OVERALL SITE PLAN OCTCITY 7 2020 * SIX (b) ANTENNAS ■rr � ■ ■ BUILDING lel V"!�>IC3° * THREE (3) FRIGs (RRUs) A1 .1 ENLARGED SITE PLAN * THREE (3)FRLBs (RRUs) A2.0 EQUIPMENT PLANS * TEN (10) 0 * SEVENTEENEN (1(17) COAX CABLES A3.0 ELEVATIONS PROPOSED REMOVAL OF THE FOLLOWING I md T-MOBILE EQUIPMENT FROM THE GROUND: o * THREE (3) CABINETS A4.0 EQUIPMENT SCHEDULE & ANTENNA PLANS * TWO (2) FBBCs A5.0 EQUIPMENT SPECIFICATIONS FSME 3. POPOSIEDISTALLATION OF THE FOLLOWING POO11 263A Sw HALL & DURHAM A5.1 EQUIPMENT SPECIFICATIONS caPlTal_ DESIGN SERVICES T-MOBILE EQUIPMENT ON THE TOWER. * SIX 6 ANTENNAS 2101 4TH AVE E, SUITE 202 * ( ) A6.0 DETAILS OLYMPIA, WA 98506 THREE (3) AHLOAs (RRUs) 16580 SW 8TH AVE * THREE (3) AHFIGs (RRUs) RF1 .0 RF PLUMBING DIAGRAM lFbWWW.CAPITALDESIGNSERVICES.COM PROPOSED INSTALLATION OF THE FOLLOWING TIGARD, O R 9 7224 T-MOBILE EQUIPMENT ON THE GROUND: E1 .0 GROUNDING DIAGRAM * TWO (2) CABINETS * TWO (2) AMIA GN 1 .0 GENERAL NOTES * THREE (3) ABTA yECTORTHREE (3) ABIC P001263A_SW HALL & DURHAM_ANCHOR_FCD_MD7_09- 10-20 GN2.0 GENERAL NOTESFOUR (4) ABIL * TWO (2) ASIK * VECTOR PROJECT #: 02619.724.201 TWO (2) ASIB OFFICE COPY * ONE (1 ) CSR IXRe CITY OF TIGARI?. * ONE (1 ) HCS 2.0 ROOFTOP COVP rv,71EXVED FOR GJDii COMPLIANCE DRAWN BY: CL �i;pmvcd' (�l ] CHECKED BY: BU OTC: I l PROJECT CONTACTS PROJECT INFORMATION DRIVING DIRECTIONS ,Wdrss:mit DRAWING VERSION t,.tdress: shite #: VER. DATE DESCRIPTION APPLICANT: SITE NAME: POO 1263A SW HALL & DURHAM FROM T-MOBILE OFFICE IN PORTLAND, OREGON: B . _ Date: 1 06/03/20 PRELIM CX DRAWINGS T-MOBILE ADDRESS: 16580 SW 85TH AVE 2 08/31 /20 CLIENT COMMENT 830 NE HOLLADAY ST TIGARD, OR 97224 1 . GET ON 1-84/U.S. 30 W FROM NE ALDERWOOD RD, NE 105TH AVE AND NE 102ND AVE (2.7 MI) 3 09/10/20 FINAL CX DRAWINGS PORTLAND, OR 97232 JURISDICTION: CITY OF TIGARD 2. FOLLOW 1-84/U.S. 30 W AND 1-5 S TO SW UPPER BOONES FERRY RD IN TIGARD. TAKE EXIT 291 PROPERTY OWNER: PARCEL #: 2SI 13B000600 CLEAN WATER SERVICES ZONING: MINERAL INTEREST EXEMPT FROM 1-5 S ( 16.6 MI) 2550 SW HILLSBORO HWY ** THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS HILLSBORO, OR 97123 ALPHA LATITUDE: 450 24' 08.0" N (45.4022220 N) 3. TURN RIGHT ONTO SW UPPER BOONES FERRY RD (0.2 MI) PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT 00'71 T ALPHA LONGITUDE: 1220 45' 46.9" W (-122.763028°) WHICH RELATES TO THE OWNER IS STRICTLY PROHIBITED. ZONING/PERMITTING AGENT: BETA/GAMMA LATITUDE: 450 24' 07.7" N (45.4021390 N) 4. TURN LEFT TO STAY ON SW UPPER BOONES FERRY RD (0.3 MI) �_ LI MD7 BETA/GAMMA LONGITUDE: 1220 45' 46.9" W (-122.7630280) GOVERNING CODES 10590 WEST OCEAN AIR DRIVE, SUITE 300 5. TURN RIGHT ONTO SW DURHAM RD (0.6 MI) SAN DIEGO, CA 92130 (E) STRUCTURE HEIGHT: ±47.0' U 6. TURN LEFT ONTO SW 85TH AVE 2019 OREGON STRUCTURAL SPECIALITY CODE � SITE ACQUISITION AGENT: OCCUPANCY: 2017 OREGON ELECTRICAL SPECIALTY CODE 93806PE MD7 GROUP: U 10590 WEST OCEAN AIR DRIVE, SUITE 300 Digitally Signed SAN DIEGO, CA 92130 2019 OREGON ZERO ENERGY READY COMM. CODE OREGON DRAKE ERICKSON 2019 MECHANICAL SPECIALTY CODE DERICKSON@MD7.COM GG v �b C-) PH: 858.291 .1823 2019 OREGON FIRE CODE �< y 10 , RF ENGINEER: `S L I NO N T-MOBILE 09/10/2020 830 NE HOLLADAY ST A.D.A. COMPLIANCE PORTLAND, OR 97232 VICINITY MAP LOCALIZED MAP INSTALLATION IS UNMANNED / NOT FOR HUMAN EXPIRES: 6/30/2021 HABITATION. HANDICAP ACCESS IS NOT REQUIRED ,: PER A.D.A. CONSTRUCTION MANAGER: Rlve�woad Tigard comrr,wliryQ i N PROJECT INFORMATION T-MOBILE = Tryon �` Friends Church Cognex cmporailon9 y - ... Creek Stere .c* a rk M 830 NE HOLLADAY ST ' .A ^ Natural Area gc> ?+ ' POO 1263A PORTLAND, OR 97232 `f F'Igluvr°;d ° E C�"ryY Ptaa = at g Y e y,. p ., - o E, .t sa Aue s, P Sy 90' Dornino s Pica ^ Supa Fresh Youth Farm v ,�, v � , ENGINEER OF RECORD: `' mHallof swDerhamRd s Advantage Q . ' ovah's Witnesses Clean Water Sefvfces� I�cksmith Portland Flerce Fitness�c�><I�g.: S W HALL & DURHAM R Dab Formal Auditorium Durham Wastewater.. VECTOR STRUCTURAL ENGINEERING ° ;: ) "'� ti °�swueg°Laka * Portland Sgnature t cf Tigard High School HOMEMASTF� HCH:Hospice P APPROVALS 651 W. GALENA PARK BLVD., SUITE 101 0 PoniandSW9 16580 SW 85TH AVE DRAPER, UT 84020 _ Tigard MT�u g Wt1 MOUNTAIN ,n a ,,,,,d lake Dswegu '�`" •Mu FNIUmhn'Ry Durham The Circuit 6ouldving FINAL CONSTRUCTION DRAWINGS SIGN-OFF g Elementar Sd1DDi °rte°h`' TIGARD, OR 97224 WELLS L. HOLMES, SE w ,' Dvrna Cateran r po erwcoceo ,--- m Tigard X" LAKE GROW ,� as sn�.,v ,n s Ile ':� r Tigard High talk E1QCN- PH: 801 .990.1775 VALIDITY Cf S- pFE =- f q, scnoaf 1MAu-ase * REVIEWERS SHALL PLACE INITIALS ADJACENT TO EACH ifiseo spam .wt y REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. THE IssuArvice CSE A ,, e" I r PROJECT SHEET TITLE BASED E COT ,� RlgGty , esthArenue lip CONSULTANT/PRINTED NAME SIGNATURE DATE DOCUMENTS A I� � ,,� � - AREA DATA SHALL I- PH .Vi NT =_ r �, Lia i Y THE CODE OFFICrAL HJI,A ' ' Johnstone Supp y � ___ sy,,.,TDumuM _ �� PROJECT � TI�I SITE ACQ.: TITLE SHEET REQUIRING THE CORRECTIOPI ^;,I ti' � - � '�� i.l i OF ERRORS. OSSC 105,4 LamFaesearchq m AREA s PERMITTING: Tualatin Rtvtr l � ce6ats a,,,�.A Rrreymve - ;? `� "'rn�. Bad Sorin rd Little League - - RF MGR: ? Tualatin Mora vu.n., 5hocu mea-1 p„TMBaII Fields © Durham osw°etagmlr CONST. MGR: SHEET NO. cily Pak Shoe Warehouse '® .:.._,.+.-,-� ,.�' r„o.a. 0 ® ay nV• faegal gridgeport Vil age�r1� QMcco Walmul Su arcmter R u''-'r T Scram :: ScreenX&IMM T OPS. MGR: P j � is Duk Park 4 Look Rerk`Sf,el:er 4 k ;, ,-„ „ Arkmslune Pla rord a° yg" Native foods Cale Q OCrateandflw,,e PROJ. MGR: r Wa.wod a - - DwiamPark ® a,ro�idea k. REG. REVIEW: TI • O Know what's below. f SrnNma J1 °fl Leos area -� . ' Tae Gontalrter Stare P.F.Changs Call before you dig. MuDEV. MGR: te CITY OF TIGARD Approver! by Planning Date: 10 2/3 Initials: FYL SW DURHAM RD NOTES: 1 . THE OVERALL SITE PLAN IS GENERATED FROM MULTIPLE SOURCES T • • Mobile • INCLUDING, BUT NOT LIMITED TO, GIS MAPS, AERIAL MAPS, PHOTOS, IMAGES, AND TOPOGRAPHIC SURVEY (IF PROVIDED). I W I INGRESS & EGRESS I U (E) PROPERTY LINE md Q (PRIMARY PARCEL), TYP U 70 FROM SW 85TH AVE m Q v LU m 1 LAW, F- o Q 10 Ln 1-- (E) ACCESS ROAD +I z Z CAPITAL DESIGN SERVICES a Lo w +I M Z 21 C1 4TH AVE E, SUITE 202 Q OLYMPIA, WA 95506 360.91 5.6750 N PROJECT AREA WWW.CAPITALr)ESIGNSERVICES.COM SEE A1 .1 I +367 -3'' ��/ECTOR ANTENNA SETBACK E n G I In E E R 5 V� ±619'-1 1" VECTOR PROJECT#: U2619. 724.201 ANTENNA SETBACK DRAWN BY: CL ±374'-9" +632'-8" EQUIP. SETBACK EQUIP. SETBACK CHECKED BY: BU J DRAWING VERSION PARCEL #: 2S113B000600 ZONING: MINERAL VER. DATE DESCRIPTION INTEREST EXEMPT I 1 06/03/20 PRELIM CX DRAWINGS _u 2 08/31 /20 CLIENT COMMENT 3 09/10/20 FINAL CX DRAWINGS I Y (E) BUILDING (TYP) / LI U m \� i ry EFS so CNw N v, o I 93806PE w Digitally Signed I ❑ OREGON 10 l S L I ND N�9/10/2020 EXPIRES: 6/3012021 PROJECT INFORMATION (E) PROPERTY LINE POO 1263A (ADJACENT PARCEL), TYP SW HALL & DURHAM All 16580 SW 85TH AVE TIGARD, OR 97224 I I N SHEET TITLE t7 OVERALL SITE PLAN SHEET NO. 11 X 17 SCALE: 1 " = 300'-01, 0' 150' 300' ,(�0' 1 OVERALL SITE PLAN 22X34SCALE: 1" = 150'-o" 11111 A ] * 0 Q Z zZT Mobile Q .. O I- U w o v) O Q (E) & (N) T-MOBILE ALPHA SECTOR ~ ANTENNAS & ANCILLARY EQUIPMENT Q MOUNTED TO PARAPET; SEE SHEET A4.0 :u Q md0 CAPITAL DESIGN SERVICES 2101 4TH AVE E, SUITE 202 OLYMPIA, WA 913506 360.91 5.6750 WWW.CAPITALDESIGNSERVIDES.COM (E) OTHER CARRIER ANTENNAS, TYP ECTOR E n G I n E E R S VECTOR PROJECT #: U2619.724.201 DRAWN BY: CL CHECKED BY: BU DRAWING VERSION VER. DATE DESCRIPTION (E) ROOFTOP 1 06/03/20 PRELIM CX DRAWINGS 2 08/31 /20 CLIENT COMMENT (E) T-MOBILE COAX CABLES TO 1 3 09/10/20 FINAL CX DRAWINGS BE REMOVED, TYP OF (17) (E) T-MOBILE HYBRID CABLES TO REMAIN, TYP OF (3) LI X12 (E) PARAPET (TYP) �;� NE FS s�0 93806PE Digitally Signed (E) & (N) T-MOBILE BETA SECTOR OREGON ANTENNAS & ANCILLARY EQUIPMENT C-D (E) & (N) T-MOBILE GAMMA SECTOR MOUNTED TO PARAPET; SEE SHEET A4.0 ANTENNAS & ANCILLARY EQUIPMENT l 10 MOUNTED TO PARAPET; SEE SHEET A4.0 S 1 N� L IND 09/10/2020 EXPIRES: 6/340/2021 PROJECT INFORMATION POO 1263A Tti. Fcr SW HALL & DURHAM F 16580 SW 85TH AVE TIGARD, OR 97224 (E) T-MOBILE EQUIPMENT AREA, SEE SHEET A2.0 COAX = N SHEET TITLE ENLARGED SITE PLAN SHEET NO. HYBRID 1 1 X 17 SCALE: 1 /8" = 1 '-0" 0' 4' 8' 16' A ] J =1ENLARGED SITE PLAN 22X34 SCALE: 1 /4" = 1 '-0" FE I I I (E) ROOFTOP —/ (E) T-MOBILE BETA SECTOR ANTENNAS & ANCILLARY EQUIPMENT MOUNTED TO TM bil � �PARAPET; SEE SHEET A4.0 � (E) T-MOBILE GAMMA SECTOR ANTENNAS � � O & ANCILLARY EQUIPMENT MOUNTED TO PARAPET; SEE SHEET A4.0 go -1 11 Iw md(E) T-MOBILE FCOA CABINET TO BE REMOVED 0 (E) T-MOBILE COAX CABLES TO BE REMOVED, TYP OF (17) (E) T-MOBILE EQUIPMENT TO BE REMOVED: AX COA (1 ) FSME (E) T MOBILE HYBRID CABLES TO (2) FBBC CAPITAL DESIGN SERVICES REMAIN, TYP OF (3) = 2101 4TH AVE E, SUITE 202 OLYMPIA, WA 913506 360.91 5.6750 WWW.C A P I TA L D E S I G N S E RV I C E S.C OM (E) T-MOBILE PURCELL CABINET TO BE REMOVED (E) T-MOBILE ICE BRIDGE, _ _ u TYP TO REMAIN (E) T-MOBILE H-FRAME WITH METER ECTOR _ / BASE AND UTILITY CABINETS TO REMAIN e n o I n e E R s -< 4 / W o (E) T-MOBILE EQUIPMENT TO REMAIN VECTOR PROJECT #: U2619.724.201 go o (RELOCATED TO (N) CABINET): (1 ) FSMF N DRAWN BY: CL (E) T-MOBILE ULTRASITE (1 ) ESMB HYBRID HYBRID CHECKED BY: BU CABINET TO BE REMOVED HYBRID (E) PARAPET (TYP) DRAWING VERSION VER. DATE DESCRIPTION (E) T-MOBILE COVP AT EQUIP 1 06/03/20 PRELIM CX DRAWINGS (TYP OF 3) TO REMAIN 2 08/31/20 CLIENT COMMENT 3 09/10/20 FINAL CX DRAWINGS 1 EXISTING EQUIPMENT PLAN 11 x 17 SCALE: 1 /4"= 1 '-0 0 2' 4 8 22 X 34 SCALE: 1 /2" = 1 '-0" (E) & (N) T-MOBILE BETA SECTOR (E) ROOFTOP ANTENNAS & ANCILLARY EQUIPMENT LI = MOUNTED TO PARAPET; SEE SHEET A4.0 (E) & (N) T-MOBILE GAMMA SECTOR ANG I N EFS S,0 ANTENNAS & ANCILLARY EQUIPMENT – MOUNTED TO PARAPET; SEE SHEET A4.0 93806PE Digitally Signed OREGON (E) T-MOBILE HYBRID CABLES TO 0° C-) REMAIN, TYP OF (3) o � p (N) T-MOBILE HPI-3 EQUIPMENT CABINET S` N (E) T-MOBILE ICE BRIDGE, L I ND 09/10/2020 TYP TO REMAIN (E) TSMOBILE EQUIPMENT RELOCATED TO (N) CABINET):MF EXPIRES: 6 30 2021 _ (1 ) ESMB (N) T-MOBILE LB3 PROJECT INFORMATION EQUIPMENT CABINET m � o (E) T-MOBILE H-FRAME WITH METER POO 1263A BASE AND UTILITY CABINETS TO REMAIN SW HALL & DURHAM ° 16580 SW 85TH AVE (N) T-MOBILE EQUIPMENT TO BE ADDED TO (N) CABINET: TIGARD, OR 97224 Wx( 2) AMIA o (3) ABIA o (3) ABIC N (4) ABIL SHEET TITLE (2) ASIK HYBRID HYBRID HYBRID (2) ASIB EQUIPMENT PLANS (E) PARAPET (TYP) (N) HCS 2.0 ROOFTOP COVP BOX SHEET NO. (E) T-MOBILE COUP AT EQUIP (TYP OF 3) TO REMAIN 1 1 X 17 SCALE: 1 /4"= 1 '-0" 0 2' 4' 8' A200 2 NEW EQUIPMENT PLAN 22x34SCALE: 1 /2" = 1 -0" (E) T-MOBILE ANTENNAS, TYP OF (2) PER SECTOR, TOTAL OF (6), TO BE REMOVED (E) T-MOBILE ANTENNAS, TYP OF (1 ) PER SECTOR, TOTAL OF (3), TO REMAIN T • Mobile � (E) T-MOBILE EQUIPMENT AREA, SEE SHEET A2.0 (E) T-MOBILE ANTENNA TIP HEIGHT ±61 .4' A (E) OTHER CARRIER ANTENNAS, TYP ti. F1 E TOP OF PARAPET 11md ±50.8' AGL G L -- - - -- - - - - - - -- - ---- ---- -- -- - - -- ---- - - -- - - -- - - -- ---- - - - - - - --------- -- - ---J (E BUILDING TYP ❑ El El 1:1 1:1 1:1 1:1 1:1 11CAPITALDESIGN SERVICES (TYP) 2701 4TH AVE E, SUITE 202 OLYMPIA, WA 96S06 360.91 S.67S0 WWW.CARITALDESIGNSERVICES.COM yECTOR❑ ❑ ❑ ❑ ❑ ❑ VECTOR PROJECT#: 02619.724.201 DRAWN BY: CL CHECKED BY: BU DRAWING VERSION VER. DATE DESCRIPTION 1 06/03/20 PRELIM CX DRAWINGS (E) GRADE ob 2 08/31 /20 CLIENT COMMENT 0'-0" 3 09/10/20 FINAL CX DRAWINGS 1 EXISTING EAST ELEVATION LL 7SCALE: 1 /16" = 1 '-0" o' g' 16' 32' 34 SCALE: 1 /32'' = 1 '-0" (N) T-MOBILE ANTENNAS, TYP OF (2) PER SECTOR, TOTAL OF (b) (E) T-MOBILE ANTENNAS, TYP OF (1 ) PER LI tM SECTOR, TOTAL OF (3), TO REMAIN6 �NG NE- (E) E- S`/O (E) T-MOBILE EQUIPMENT AREA, SEE SHEET A2.0 (E) & (N) T-MOBILE ANTENNA TIP HEIGHT 911 E ±61 .4' AGL (E) OTHER CARRIER ANTENNAS, TYP Digitally Signed OREGON \0 (E) TOP OF PARAPET �� ±50.8' AGL s L ---- -- -- -- - - -- - --- ---- - -- -- - - - - ---- -- --- - -- -------- - - -- - - - - ----- - - - - - --- - LINE N 09/10/2020 El [I El F-1 El El ElEXPIRES: 6 30 2021 (E) BUILDING; CAPACITY & ITS FOUNDATION TO SUPPORT PROPOSED PROJECT INFORMATION LOADING TO BE PROVIDED BY OTHERS POOI 263A NOTES: SW HALL & DURHAM 16580 SW 85TH AVE 1 . THE PROJECT CM / PM TO VERIFY ANY TIGARD, OR 97224 ❑ ❑ ❑ ❑ REQUIRED PAINTING REQUIREMENTS FOR F-1F-1PROPOSED TOWER, ANTENNAS, ANCILLARY EQUIPMENT, CABLES, AND HARDWARE PRIOR TO ORDERING / INSTALLING EQUIPMENT. SHEET TITLE ELEVATIONS SHEET NO. (E) GRADE 0'-0" 11X17 SCALE: 1 /16" = 1 '-0" 0' 8' 16' 32' A390 2 NEW EAST ELEVATION 22X34 SCALE: 1 /32" = 1 ' 0" T-MOBILE ANTENNA SCHEDULE - FINAL CONFIGURATION Z LU SECTOR EXIST / NEW QTY POSITION TIP HT AZIMUTH MFR MODEL PORT DIMENSIONS WEIGHT z T ■ • M bff •s (L x W x D) (LBS) Q 0 NEW 1 Al 61 .4' 0° COMMSCOPE FFHH-65C-R3 OCT 95.9" x 25.2" x 9.3" 142.2 O 1- EXIST 1 A2 61 .4' 00 ANDREW TMBXX-6516-A2M QUAD 59.5" x 12.0" x 6.5" 34.6 U LU 0 ALPHA NEW 1 A3 61 .4' 00 NOKIA AEHC --- 35.43" x 22.83" x 8.26" 99.2 Q C � I NEW 1 Bl 61 .4' 125° COMMSCOPE FFHH-65C-R3 OCT 95.9" x 25.2" x 9.3" 142.2 Q :2BETA EXIST 1 B2 61 .4' 1250 ANDREW TMBXX-6516-A2M QUAD 59.5" x 12.0" x 6.5" 34.6 w Q md NEW 1 B3 61 .4' 1250 NOKIA AEHC --- 35.43" x 22.83" x 8.26" 99.2 0 NEW 1 C 1 61 .4' 245° COMMSCOPE FFHH-65C-R3 OCT 95.9" x 25.2" x 9.3" 142.2 GAMMA EXIST 1 C2 61 .4' 2450 ANDREW TMBXX-6516-A2M QUAD 59.5" x 12.0" x 6.5" 34.6 NEW 1 C3 61 .4' 2450 NOKIA AEHC --- 35.43" x22.83" x8.26' 99.2 CAPITAL DESIGN SERVICES 2101 4TH AVE E, SUITE 202 (E) T-MOBILE TMA, TYP OF (1 ) PER SECTOR, - OLYMPIA, WA 98506 360.91 5.6750 TOTAL OF (3), TO BE REMOVED WWW.rAPITALDESI(3NSERVICES.COM (E) T-MOBILE FRLB, TYP OF (1 ) PER SECTOR, TOTAL OF (3), TO BE REMOVED T-MOBILE EQUIPMENT SCHEDULE (TOWER/POLE) SE)CTOR, TOTAL'OF (3), TO TY 3)TOYREOMAIN) PER ECTOR E REMOVE (E) / (E) TO REMAIN / ADD (N) QTY TECHNOLOGY MFR MODEL DIMENSIONS WEIGHT n el n E E R 8(L x W x D) (LBS) NP VECTOR PROJECT#: U2619.724.201 T REMOVE (E) (3) ANTENNA COMMSCOPE SBNH-1 D65C 96.5" x 11 .9" x 7.1" (62.9) P� • 2R5 F REMOVE (E) (3) ANTENNA ANDREW TMBXX-6516-A2M 59.5" x 12.0" x 6.5" (34.6) S�G�O\�v�N T-MOBILE FXFB, TYP OF (1 ) PER SECTOR, ql/ eFT �P Pti TOTAL OF (3), TO REMAIN .Lj� -qs DRAWN BY: CL REMOVE (E) (3) RRU NOKIA FRLB 15.8" x 15.8" x 5.9" (59.5) GPM (E) T-MOBILE COUP, TYP OF (1 ) PER SECTOR, Ty CTO' CHECKED BY: BU REMOVE (E) (3) RRU NOKIA FRIG 23.8" x 17.2" x 7.5" (59.9) TOTAL OF (3), TO REMAIN 2S° REMOVE (E) (10) TMA COMMSCOPE ETT I9V2S12UB 9.4" x 7.3" x 3.5" (13.9) TFti,� DRAWING VERSION REMOVE (E) (17) 7/8" COAX CABLE -- -- -- 1.50/01' (E) T-MOBILE FRIG, TYP OF (1 ) PER SECTOR, q (E) TO REMAIN (3) ANTENNA ANDREW TMBXX-6516-A2M 59.5" x 12.0" x 6.5" 34.6 TOTAL OF (3), TO BE REMOVED N VER. DATE DESCRIPTION (E) TO REMAIN (3) RRU NOKIA FXFB 19.3" x 22.0" x 5.2" 55.0 1 06/03/20 PRELIM CX DRAWINGS (E) TO REMAIN (3) COVP RAYCAP RNSNDC-7771-PF-48 20.4" x 18.9" x 5.8" 19.0 (E) T-MOBILE ANTENNAS, TYP OF (2) PER 2 08/31/20 CLIENT COMMENT (E) TO REMAIN (3) LOW-CAP HCS CABLE -- -- -- TBD SECTOR, TOTAL OF (6), TO BE REMOVED 3 09/10/20 FINAL CX DRAWINGS ADD (N) (3) ANTENNA COMMSCOPE FFHH-65C-R3 95.9" x 25.2" x 9.3" 142.2 ADD (N) (3) ANTENNA NOKIA AEHC 35.43" x 22.83" x 8.26' 99.2 V ADD (N) (3) RRU NOKIA AHFIG 27.4" x 12.1" x 5.2" 79.3 ADD (N) (3) RRU NOKIA AHLOA 22.0" x 12.0" x7.4" 83.6 2 EXISTING ANTENNA PLAN 11X17 SCALE: NTS 22 X 34 SCALE: NTS :j T-MOBILE EQUIPMENT SCHEDULE (AT GROUND) L' z z Z &G, EF Seo LU LU REMOVE (E) / (E) TO REMAIN / ADD (N) QTY TECHNOLOGY MFR MODEL DIMENSIONS WEIGHT w (L x W x D) OR LF (LBS) Q Q Q REMOVE (E) (1 ) BASEBAND* NOKIA FSME TBD (TBD) � w 93806PE REMOVE (E) (2) BASEBAND* NOKIA FBBC TBD (TBD) I- ~ '- p ° p ° w ° Digitally Signed LLI LU `� OREGON (E) TO REMAIN (3) COVP RAYCAP RNSNDC-7771-PF-48 20.4" x 18.9" x 5.8" 19.0 = _ = _ (E) TO REMAIN (1 ) BASEBAND* NOKIA FSMF TBD TBD I Q I �� (E) TO REMAIN (1 ) BASEBAND* NOKIA ESMB TBD TBD Z Q w Q Z Q ��l �0 20� � SLINDNO ADD (N) (2) SUBRACK* NOKIA AMIA 5.2" x 17.6' x 15.7" ±50.0 09/10/2020 ADD (N) (3) BASEBAND* NOKIA ABIA 1 .1" x 8.6" x 14.2" 4.4 ADD (N) (3) BASEBAND* NOKIA ABIC 17.6" x 15.7" x 5.0" TBD =EXPIRES: 1,230/2021 ADD (N) (4) BASEBAND* NOKIA ABIL TBD TBD ADD (N) (2) BASEBAND* NOKIA ASIK TBD TBD (N) T-MOBILE ANTENNAS, TYP OF PROJECT INFORMATION ADD (N) (2) BASEBAND* NOKIA ASIB 1 .7" x 8.6" x 14.2" 6.6 (2) PER SECTOR, TOTAL OF (6) ADD (N) (1 ) COVP RAYCAP RNSNDC-7771-PF-48 20.4" x 18.9" x 5.8" 19.0 POO 1263A ADD (N) (1 ) ROUTER NOKIA CSR IXRe TBD TBD (N) T-MOBILE AHLOA, TYP OF (1 ) PER SECTOR, TOTAL OF (3) SW HALL & DURHAM * ALL EXISTING AND/OR NEW BASEBAND SUBRACKS & MODULES TO BE LOCATED INSIDE (E) OR (N) CABINET OR RACK SYSTEM. S�G'��v�N (E) T-MOBILE ANTENNAS, TYP OF (1 ) PER Ali BFT 16580 SW 85TH AVE NOTES: Gp t� pP Pti SECTOR, TOTAL OF (3), TO REMAIN M�Ty. �FCTO TIGARD, OR 97224 1 . TOWER / POLE STRUCTURAL ANALYSIS / DESIGN TO BE PERFORMED BY OTHERS. (N) T-MOBILE AHFIG, TYP OF (1 ) PER �S° F qy 2. ANTENNA / ANCILLARY EQUIPMENT MOUNT ANALYSIS / DESIGN TO BE PERFORMED BY OTHERS. SECTOR, TOTAL OF (3) 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TOWER RIGGING PLANS THAT ARE SUBJECT TO OWNER APPROVAL. � A° �9 SHEET TITLE 4. THE GENERAL CONTRACTOR SHALL REFER TO THE FINAL STRUCTURAL ANALYSIS FOR CABLE PLACEMENT. �pR PSN. 2 (E) T-MOBILE FXFB, TYP OF (1 ) PER SECTOR, F 6 5. THE GENERAL CONTRACTOR SHALL VERIFY FINAL ANTENNA / ANCILLARY EQUIPMENT PLACEMENT, MODEL, QUANTITY, AZIMUTH, ETC. W/ CLIENT RF REPRESENTATIVE SSG 1�- TOTAL OF (3), TO REMAIN ��/ FT PRIOR TO ORDERING AND COMMENCING EQUIPMENT INSTALLATION. M�I.P P �l✓T�SF EQUIPMENT SCHEDULE 6. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE SUITABILITY OF ANTENNA MOUNT AT SPECIFIED TOWER / POLE ELEVATION PRIOR TO ORDERING MATERIALS. GP (E) T-MOBILE COVP, TYP OF (1 ) PER SECTOR, N ti• , Pp N 7. REFERENCE MANUFACTURER MANUALS FOR MOUNTING INFORMATION FOR ALL PROPOSED EQUIPMENT, AS NEEDED. p TOTAL OF (3), TO REMAIN 1Z/ BFT 2SO 1�T & ANTENNA PLANS 8. ALL EXISTING AND PROPOSED CABLE LENGTHS ARE APPROXIMATE. THE GENERAL CONTRACTOR SHALL FIELD VERIFY LENGTHS PER FINAL MOUNTING ��E�b50 'L1�T 9sF FiV CONFIGURATION AND STRUCTURAL ANALYSIS. 9. ALL CABLE INSTALLATIONS SHALL CONFORM TO CURRENT CARRIER STANDARDS. PSS p1>� 9tij SHEET NO. 10. ALL CABLE INSTALLATIONS SHALL BE WEATHERPROOFED, GENERAL CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE APPLICABLE. GP�� F,y� 1 l . ALL INSTALLED CABLES TO BE COLOR CODED W/ TAPE TO INDICATE ANTENNA SECTOR BASED ON CURRENT CARRIER STANDARDS. NH4 I 12. COLORED ELECTRICAL TAPE SHALL DENOTE END OF EA. CABLE AND JUMPER AS CLOSE TO THE END AS POSSIBLE (NOT TO INTERFERE WITH WEATHERPROOFING KIT). 11X17SCALA400 1 ANTENNA & EQUIPMENT SCHEDULE 31 NEW ANTENNA PLAN LE: 122 X 34 SCALE: NTS ANTENNA ANTENNA AHLOA T m mMobile MODEL #: MODEL#: DIMENSIONS: FFHH-65C-R3 AEHC HEIGHT: 22.0" WIDTH: 12.0" DIMENSIONS: DIMENSIONS: DEPTH: 7.4" WEIGHT: 83.6 LBS LENGTH: 95.9" HEIGHT: 35.43" WIDTH: 25.211 WIDTH: 22.83" OUTPUT POWER: DEPTH: 9.3" DEPTH: 8.26" mdA WEIGHT: 142.2 LBS WEIGHT: 99.20 LBS TBD 7 (WEIGHT INCLUDES MOUNTING BRACKET KIT) MANUFACTURER: FREQUENCY RANGE: lull-1111 Hill FREQUENCY BAND: NOKIA 617-746 MHz CAPITAL DESIGN SERVICES 202 617-806 MHz NOTES: �� MANUFACTURER: z1 Oo OLYMPIA,WA 9BS06 1695-2360 MHz NC7K 5.6750 MOUNT ANTENNA PER MANUFACTURER NOKIA F&WWW.CAPITALE)ESIGNSERVICES.CCIM QTY OF RF CONNECTORS: RECOMMENDATIONS. NOTES: FIJI", (4) LOW BAND (4) HIGH BAND MOUNT RRU PER MANUFACTURER (8) TOTAL RECOMMENDATIONS. yECTOR MANUFACTURER: n O 1 n E E R S COMMSCOPE VECTOR PROJECT #: U2619. 724.201 NOTES: DRAWN BY: CL CHECKED BY: BU MOUNT ANTENNA PER MANUFACTURER RECOMMENDATIONS. DRAWING VERSION VER. DATE DESCRIPTION 11X17 SCALE: NTS 11X17 SCALE: NTS 11X17 SCALE: NTS 1 06/03/20 PRELIM CX DRAWINGS 1 ANTENNA SPECIFICATIONS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NT2 ANTENNA SPECIFICATIONS 3 S AHLOA SPECIFICATIONS 2 08/31 /20 CLIENT COMMENT 3 09/10/20 FINAL CX DRAWINGS AHFIG CSR IXRe HP-LARGE 3 POWER CABINET ESOF015-ECV04 LB3 CABINET DIMENSIONS: DIMENSIONS: DIMENSIONS: DIMENSIONS: HEIGHT: 27.4" HEIGHT: 1 .8" HEIGHT: 72" HEIGHT: 72" WIDTH: 12.1" WIDTH: 17.25" WIDTH: 30" WIDTH: 30" DEPTH: 5.2" DEPTH: 10.011. DEPTH: 41" DEPTH: 41" F� SAO WEIGHT: 79.3 LBS WEIGHT: T.B.D. WEIGHT: 551 LBS (EMPTY) WEIGHT: 540 LBS (EMPTY) ±850 LBS (FULLY LOADED) 2080 LBS (W/ 16 BATTERIES @ 130 OUTPUT POWER: MANUFACTURER: LBS EA MAX) 93806PE 80W FOR BAND 25 NOKIA MANUFACTURER: ±2620 LBS (MAX FULLY LOADED) Digitally Signed 40W FOR BAND 66 DELTA MANUFACTURER: TOTAL: 480W NOTES: OREGON �e 1� NOTES: DELTA FREQUENCY RANGE: f REOUNT COMMOUTER PER ENDATIONS.MANUFACTURER FOR ATTACHMENT OF (N) EQUIPMENT CABINET NOTES: ��� �� Y �� � 65 MHz ON BAND 25 TO EQUIPMENT PLATFORM, USE (4) 1 /2" O A307L IND80 MHz ON BAND 66 ". STEEL THRU-BOLTS W/ 12 GA THREADED FOR ATTACHMENT OF (N) EQUIPMENT CABINET 09/10/2020 i GRATING CLIP TO RECEIVE BOLTS, SEE TO EQUIPMENT PLATFORM, USE (4) 1/2" Q A307 MANUFACTURER: EQUIPMENT SPECIFICATIONS FOR LOCATIONS STEEL THRU-BOLTS W/ 12 GA THREADED EXPIRES: 6/30J2021 AND VERIFY W/ MANUFACTURER'S GRATING CLIP TO RECEIVE BOLTS, SEE NOKIA SPECIFICATIONS. EQUIPMENT SPECIFICATIONS FOR LOCATIONS PROJECT INFORMATION t AND VERIFY W/ MANUFACTURER'S NOTES: .., SPECIFICATIONS. MOUNT RRU PER MANUFACTURER .► POO 1 263A RECOMMENDATIONS. — 00 " SW HALL & DURHAM 16580 SW 85TH AVE TIGARD, OR 97224 ry ,= SHEET TITLE EQUIPMENT r 'y z==: SPECIFICATIONS :> z A r) ' " SHEET NO. 4 f,�s ��. l 1 1 X 17 SCALE: NTS L22XX3=4SCAEE: 7 SCALE: NTS 1 1 X 17 SCALE: NTS 1 1 X 17 SCALE: NTS A500 4 AHFIG SPECIFICATIONS 5 ROUTER SPECIFICATIONS 6 RF CABINET 7 BATT. CABINET 22 X 34 SCALE: NTS NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS ASK ASIB ABTA ABIL ABIC T a mMo bile ', , MANUFACTURER: DIMENSIONS: DIMENSIONS: MANUFACTURER: DIMENSIONS: NOKIA HEIGHT: 5.0 HEIGHT: 1 .1" NOKIA HEIGHT: 5.0" WIDTH: 17.6 WIDTH: 8.6" WIDTH: 17.6" NOTES: DEPTH: 15.7 DEPTH: 14.2" NOTES: DEPTH: 15.7" WEIGHT: 22.3 - 51 .8 LBS WEIGHT: 4.4 LBS WEIGHT: T.B.D. MOUNT MODULE PER MOUNT MODULE PER MANUFACTURER MANUFACTURER: MANUFACTURER: MANUFACTURER MANUFACTURER: RECOMMENDATIONS. RECOMMENDATIONS. md NOKIA NOKIA NOKIA ° NOTE: NOTES: NOTES: NOTES: SPECIFICATION SHEETS WERE MOUNT MODULE PER MOUNT MODULE PER MOUNT PER UNAVAILABLE FOR THE CAPITAL DESIGN SERVICES MANUFACTURER MANUFACTURER MANUFACTURER FOLLOWING PROPOSEDlmLI]-r7qmw2101 4TH AVE E, SUITE 202 RECOMMENDATIONS. RECOMMENDATIONS. RECOMMENDATIONS. COMPONENTS AT THE TIME OFOLYMPIA, WA 90506 TREMENETWI DRAWING ISSUANCE, AND 360.91 S.6750 THEREFORE ARE NOT INCLUDED: WWW.CARITALDESIGNSERVICES.COM * CSR IXRE ROUTER * SFC4 FIBERSPLITTER BOOSTER ...•......e...... ® . * AMPLIFIER . Na.isa•.•N•.•. • • ECTOR _ 0 00000 00 =C0100 00 ® �q ocln GC UR !V! „^ 0000 o s-rF, 6gF2 Q+iF1 o-grz E 11 O I 1l E E R 9 .,,,� - 0000 0 •Fa•r..a.p N ;e VECTOR PROJECT#: U2619. 724.201 All "�-••••:' (DRAWN BY: CL CHECKED BY: BU DRAWING VERSION VER. DATE DESCRIPTION 1 06/03/20 PRELIM CX DRAWINGS 2 08/31 /20 CLIENT COMMENT 3 09/10/20 FINAL CX DRAWINGS 1 ASK 1 1 X 17 SCALE: NTS 2 AS I B 1 1 XI 7 SCALE: NTS 3 A B T A 1 1 X 17 SCALE: NTS 4 A B I L 1 1 X 17 SCALE: NTS 5 A B I C 11 X 17 SCALE: NTS 6 NOTE 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS LIR N EFS Seo AMIA COUP Q-- 93806PE DIMENSIONS: DIMENSIONS: Digitally Signed HEIGHT: 5.2" HEIGHT: 20.4" OREGON WIDTH: 17.6" WIDTH: 18.9" DEPTH: 15.7" DEPTH: 5.8" O�� y N WEIGHT: ±50.0 LENGTH: 19.0 LBS < 10 Q) MANUFACTURER: � - MODEL #: L I ND 09/10/2020 NOKIA RNSNDC-7771-PF-48 EXPIRES: 6/30/2021 NOTES: ° ° NOMINAL OPERATING VOLTAGE: �r--- NW- ,. PROJECT INFORMATION MIN MOUNT SUBRACK PER 48 VDC " •' MANUFACTURER RECOMMENDATIONS. MANUFACTURER: r ; ; POOI263A RAYCAP I SW HALL & DURHAM NOTES: 16580 SW 85TH AVE MOUNT PER MANUFACTURER TIGARD, OR 97224 RECOMMENDATIONS. w � SHEET TITLE t .Mimi EQUIPMENT SPECIFICATIONS SHEET NO. 1 1 X 17 SCALE: NTS 1 1 X 17 SCALE: NTS A591 7 AMIA SPECIFICATIONS 8 COVP SPECIFICATIONS 9 NOT USED 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS T • • Mobile •@ FLOOR MOUNT LOCATION, TYP OF (6) / I � U-BOLT MOUNT I I LOCATION, TYP OF (2) I (N) OR (E) T-MOBILE ANTENNA, ATTACH TO PIPE PER MANUF. FPKA/J-BOLT MOUNT RECOMMENDATIONS, TYP LOCATION, TYP OF (2) CAPITAL DESIGN SERVICES (N) FPKA MOUNTING (E) 14'-b" LONG, 3" STD. (3.5" x 0.216" 0 BRACKET, TYP z 1 °o YTM PAA WA SUITE 202 360.91 5.6750 THK) MOUNT PIPE (VERIFY) WWW.CARITALDESIONSERVICES.COM Q Q OO M8X120MM BOLT, TYP OF (2) (E) SITEPROI SBWM, TYP E 2 3/4" HiLTI KWIK BOLT TZ WITH ooECTORO ( ) 00 e MIN. 3.75'' EMBEDMENT (VERIFY) VECTOR PROJECT#: 02619. 724.201 00 (N) T-MOBILE RRU W/ MOUNTING DRAWN BY: CL BRACKET, TYP, ATTACH TO PIPE o o O OOH V4 —=1 O CHECKED BY: BU c— 1A PER MFR RECOMMENDATIONS Q MlOX120X150MM BOLT, TYP OF (2) DRAWING VERSION VER. DATE DESCRIPTION z T (E) 6" THICK MINIMUM CONCRETE PARAPET SIDE FRONT FMFA FIXING POINTS 1 06/03/20 PRELIM CX DRAWINGS 19 j 2 08/31 /20 CLIENT COMMENT (E) ROOFTOP 3 09/10/20 FINAL CX DRAWINGS LI 1 MOUNTING DETAIL 11X17 SCALE: NTS 2 RRU /COUP MOUNTING BRACKET 11X17 SCALE: NTS �� ��G NEF�, S% 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 93806PE Digitally Signed OREGON (N) EQUIPMENT CABINET 1 /2"0 A307 STEEL THRU-BOLTS (4 � s 10 , TOTAL, 1 PER CORNER) PROVIDE LIND N 12GA. THREADED GRATING CLIP 09/10/2020 TO RECEIVE BOLTS IF INSTALLED6/30/2021 PIRES: ON GRATING PROJECT INFORMATION (E) STEEL I-BEAM FLANGE OR PLATFORM POO 1263A SW HALL & DURHAM 16580 SW 85TH AVE TIGARD, OR 97224 SHEET TITLE NOTE: DETAILS VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS. SHEET NO. 3 CABINET ANCHORAGE DETAIL 4 NOT USED A6 . 0 RFDS VERSION 1 1 5-27-20 56792EZ-'pg T • • Mobil n e Configuration 56792EZ For SG and LTE Airscale BB dimensioning refer to Fiber Part matrices. (Alpha , Beta Gamma ) Md7 L8 + FDD - Eowband 14 IOr#a I,ne Qu4d w iy�+ AntR3nn;;l B12 (L700) - 5 MHz 1 Fa$$l1 q }Menu [x-7 '1 (L600) — 1 0 MHz - CAPITAL DESIGN SERVICES , I LJ / j �/�f 1Lj 1u1 2101 4TH AVE E, SUITE 202 1 �'y OLYMPIA, WA 9BSO6 B71 (1160 1 ) — 11 J MH17 360.915.6750 1ll/�irrrr���� //// �1 ti+VVV V� V IY WWW.CAPITALDESIONSERVICES.COM 1 , L19 1 1 1 , - ' FDD - Midband 1 L21+AWS3 i B4 (L2100) — 20 MHz 1 F7 �Y ECTOR �. B2 (L1900) — 20 MHz E Il O l n E E R 9 , 1 I B2 l - 11111 H VECTOR PROJECT #: U2619.724.201 B66 (AWS 3) — 5 M H z DRAWN BY: CL CHECKED BY: BU 1 12 11 V7 r G 1 3 1 TDD - Band 41 DRAWING VERSION VER. DATE DESCRIPTION 1 LZ. (2. 5GHz)— 60 MHz 1 06/03/20 PRELIM CX DRAWINGS N41(2. 5GHz) _ 100M z. 2 08/31 /20 CLIENT COMMENT j +2nd carrier ( <=8OIVIHz) 3 09/10/20 FINAL CX DRAWINGS AHFIG AHLOA AWS+PCS 7DO+6 FXFB LI � N EFS Seo QZ- 93806PE Digitally Signed OREGON HC51.0 �ICS1.O HC51.0 �� 1umpws TOP _! Fl s� 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LINDN Ground ti,:- 09/10/2020 HCS2,0 HCS1.0 HC51 .0 EXPIRES: 6/30/2021 HC51.0 Rooftop PROJECT INFORMATION POO 1263A SW HALL & DURHAM FSMF 16580 SW 85TH AVE E�,MB TIGARD, OR 97224 �� Airscale SSM UMTS PCs SHEET TITLE RF PLUMBING LTE FDDITDD DIAGRAM Airscalel SHEET NO. 1 1 X 17 SCALE: NTS RF1 . 0 Ll=PROPOSED RF PLUMBING DIAGRAM 22 X 34 SCALE: NTS GROUNDING NOTES: T ■ ■Mobile m� 1 . GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AS WELL AS T-MOBILE STANDARDS. 2. MINIMUM BENDING RADIUS FOR GROUNDING CONNECTORS IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. md 0 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF (E) OR (N) T-MOBILE ANTENNA MOUNTING PAINT AT THEIR MATING SURFACES AND INSTALLED PER PIPE CONNECTED TO (E) ANTENNA GROUND MANUFACTURER'S RECOMMENDATIONS. USE PENETROX BAR PER MANUFACTURER'S SPECIFICATIONS ANTIOXIDANT GREASE (OR APPROVED EQUAL). (QUANTITY VARIES PER PLAN) CAPITAL DESIGN SERVICES 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2-HOLE LUG z, D, 4TH AVE A SUITE ZO2 OLYMPIA, WA 96506 COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT 360.91 5.6750 ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE (E) OR (N) T-MOBILE RRU CONNECTED TO (E) R ( WWW.CAPITALDESIGNSERVICES.COM SIDES OF THE GROUND BAR WILL BE PERMITTED. ANTENNA GROUND BAR PER MANUFACTURER'S SPECIFICATIONS (QUANTITY VARIES PER PLAN) 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. / #2 STRANDED GREEN INSULATED COPPER 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT GROUND LEAD FROM NEW EQUIPMENT I / ECTOR LEAST 6". TO GROUND BAR, TYP I I / y e n o l n e e R s 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM 1 VECTOR PROJECT#: U2619. 724.201 SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. \ AGB � CONNECTION FROM DRAWN BY: CL 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN \ _ ANTENNA GROUND BAR TO CHECKED BY: BU ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE (E) T-MOBILE GROUND BAR AT -- ] ESTABLISHING A "CHOKE'' POINT. EQUIPMENT AREA/ROOM DRAWING VERSION 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. VER. DATE DESCRIPTION (E) OR (N) T MOBILE 1 06/03/20 PRELIM CX DRAWINGS 11 . GROUND RING BURIAL DEPTH SHALL BE 30". ANTENNA GROUND BAR (TYP OF 1 PER SECTOR) 2 08/31 /20 CLIENT COMMENT 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS 3 09/10/20 FINAL CX DRAWINGS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE-BY-SITE BASIS. T-MOBILE SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE / /i \ LICENSER CONTRACTOR. m y Q (E) ROOFTOP (SCHEMATIC —Z IS TYPICAL OF ALL / ROOFTOP SITES) \ GROUNDING LEGEND y% \,V ® GROUND TEST WELL PROJECT INFORMATION Q GROUND ROD P001263A SW HALL & DURHAM A MECHANICAL CONNECTION (DOUBLE HOLE LUG) 16580 SW 85TH AVE TIGARD, OR 97224 ■ CAD WELD CONNECTION CONNECT PER MANUFACTURER SHEET TITLE SPECIFICATIONS GROUNDING ca GROUND BAR DIAGRAM EARTH GROUND SHEET NO. 1 1 X 17 SCALE: NTS El • 0 1 GROUNDING DIAGRAM 22 X 34 SCALE: NTS GENERAL CONSTRUCTION NOTES SITE WORK NOTES T ' •Mobile so 1 . ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST EDITION), AND ALL 1 • DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIERHORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). SPECIFICATIONS ARE THE NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED RULING DOCUMENTS, AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD (EOR) PRIOR TO PROCEEDING WITH 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY CONSTRUCTION. PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY PRIOR TO PLACEMENT OF FILLS. I md 3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE 11 . IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING 7 ONLY, UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING CAPITAL DESIGN SERVICES THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE INCLUDING DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS 2101 4TH AVE E, SUITE 202 IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING OLYMPIA, WA 98506 DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION, IS REQUIRED. ANY DISCREPANCIES SHALL BE 360.9 1 5.6750 BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. �,.��„�W.CAPITALDESIONSERVICES.COM ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. AT HIS/HER OWN RISK AND EXPENSE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, AND SHOULD THERE BE ANY CONSTRUCTION. GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. XECTOR 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO WILL OPERATE. n o I n E E R s DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EXISTING GRADES AT THE GRADING LIMITS. VECTOR PROJECT#: U2619.724.201 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADDITIONAL COST TO THE CONTRACT. DRAWN BY: CL CONTRACT DOCUMENTS. ADMINISTRATION (OSHA) REQUIREMENTS. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. CHECKED BY: BU 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PROCTOR DRY DENSITY. APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. DRAWING VERSION TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 11 . NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH 17. FOUNDATION DESIGN IS BASED UPON 1 ,500 PSF ALLOWABLE BEARING PRESSURE. INDEPENDENT VER. DATE DESCRIPTION UNDER CONTRACT, UNLESS OTHERWISE NOTED. APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. SOILS TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE SOIL BEARING CAPACITY, SLOPE STABILITY, AND ALL OTHER APPLICABLE SOILS PARAMETERS. BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTEDD BY THE WORK UNDER THIS CONTRACT. WORK 1 06/03/20 PRELIM CX DRAWINGS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY THE WORK AREA, ADJACENT AREAS AND PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 2 08/31/20 CLIENT COMMENT SHALL CONFORM TO ALL OSHA REQUIREMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE STRUCTURAL STEEL NOTES 3 09/10/20 FINAL CX DRAWINGS PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, 1 . ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS 11 . CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. INDICATED BELOW: RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. W-SHAPES: ASTM A992, 50 KSI 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. ANGLES, BARS CHANNELS: ASTM A36, 36 KSI 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS HSS SECTIONS: ASTM 500, 46 KSI 0 LI X12 RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY PIPE SECTIONS: ASTM A53-E, 35 KSI REGULATIONS TAKE PRECEDENCE. LOCATION. TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS \Gj ��G I NE Seo 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. C� 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. 4-ki AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL 93806PE 14 IN DRILLING HOLES INTO CONCRETE FLOOR WHETHER OR FORT RUNS, INNPIPOR ANCHORING MUST BE CLEARLYOES, ORFOUNDATION.,FOUNDATION, EXCAVATION AND BACKFILL NOTES CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZEPENETRATIONS �. PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL Digitally Signed THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES 1 . ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. BE TOUCHED UP. ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP. OREGON (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325. HOLES TO BE 1/161, DIA. SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, LARGER THAN BOLT, U.N.O. �'\`b 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL �� �0 , Z �� BLEND IN WITH ADJACENT SURFACES. BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS S N� NOT E LESS THAN ACCORDANCE WITH OF E MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN UNLESS NOTED OTHERWISE. L I NO 09/10/2020 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. =EXPIRES: 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 6 30 2021 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER. LOCATE AND AVOID CUTTING PROJECT INFORMATION SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT CONCRETE WALLS. POO 263A 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. RECOMMENDATIONS. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC & 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. THIRD PARTY SPECIAL SW HALL & DURHAM 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS (I.E. SIMPSON EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STRONG-BOLT 2 WEDGE ANCHORS PER ESR-3037). INSTALLATION OF WEDGE ANCHORS IN 16580 SW 85TH AVE AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. MASONRY IS NOT PERMITTED. THE ENGINEER. TIGARD, OR 97224 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF SPECIAL INSPECTION NOTES MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. SHEET TITLE REGULATORY AUTHORITIES. NO SPECIAL INSPECTIONS REQUIRED. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING 21 . LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS GENERAL NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. WHERE REQUIRED. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC SHEET NO. ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO AUTHORITIES. CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL ^ O 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT (vimNI SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R. IF ANY DISCREPANCIES ARE FOUND. ALL ELEMENTS OF TYPE No. 57 FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA. • EXISTING STRUCTURE TO REMAIN UNDISTURBED, U.N.O. DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET T ■ . � bil ■� AGL ABOVE GRADE LEVEL MAX MAXIMUM o e AWG AMERICAN WIRE GAUGE MECH MECHANICAL AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM md AZ AZIMUTH MISC MISCELLANEOUS e BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) + CAPITAL DESIGN SERVICES CAB CABINET MW MICROWAVE - 2101 4TH AVE E, SUITE 202 OLYMPIA, WA 98506 CL CENTERLINE NEC NATIONAL ELECTRICAL CODE 360.91 5.6750 WWW.CAPITALE)ESIGNSERVICES.COM CLG CEILING (N) NEW CLR CLEAR NIC NOT IN CONTRACT CO COPPER NTS NOT TO SCALE CONC CONCRETE N/A NOT APPLICABLE YECTOR COND CONDUIT OC ON CENTER VECTOR PROJECT#: U2619.724.201 CONST CONSTRUCTION OD OUTSIDE DIAMETER DRAWN BY: CL CONT CONTINUOUS OP OVERHEAD POWER CHECKED BY: BU DEMO DEMOLISH OT OVERHEAD FIBER DRAWING VERSION DIA DIAMETER OPP OPPOSITE VER. DATE DESCRIPTION DIM DIMENSION PL PROPERTY LINE 1 06/03/20 PRELIM CX DRAWINGS DN DOWN PLYWD PLYWOOD 2 08/31/20 CLIENT COMMENT 3 09/10/20 FINAL CX DRAWINGS DTL DETAIL PM PROJECT MANAGER DWG DRAWING PROP PROPERTY EA EACH PT PRESSURE TREATED ELECT ELECTRICAL RO ROUGH OPENING ELEV ELEVATION ROW RIGHT OF WAY LIR EOR ENGINEER OF RECORD RRU/RRH REMOTE RADIO UNIT �� ��G I N EFS Seo EQ EQUAL REQ REQUIRED );7 93806PE EQUIP EQUIPMENT SBTC SOLID BARE TINNED COPPER (E) EXISTING SF SQUARE FEET Digitally Signed EXT EXTERIOR SHT SHEET jREGON FIN FINISH SPEC SPECIFICATION 10120��FLR FLOOR SQ SQUARE < L I ND NO FT FOOT, FEET SS STAINLESS STEEL 09/10/2020 GA GAUGE STL STEEL =EXPIRES: 6/30/202=1 GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL PROJECT INFORMATION GC GENERAL CONTRACTOR TOC TOP OF CONCRETE GWB GYPSUM WALL BOARD TOM TOP OF MASONRY POO 1263A GR GRADE THRU THROUGH SW HALL & DURHAM GRND GROUND TNND TINNED 16580 SW 85TH AVE HVAC HEATING, VENTING & AIR TYP TYPICAL TIGARD, OR 97224 CONDITIONING HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING UP UNDERGROUND POWER CODID INSIDE DIAMETER OF UNDERGROUND FIBER GENERAL NOTES IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL SHEET NO. INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH GN290 LB(S) POUND(S) W/O WITHOUT