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KC FOR RF0.RMMm AT MERF1NINx INC NN - MAR AT 2. OR 2UW, ]B PMSE A NMN ROUSE R R➢(IXA. IF NI C BO E MBP'. OR WSEA ONM FOSE a OWOE FMti L ism. UAN M XN SIDING)(1) MO (3) SPRINGFIELD, OR 97477 LANE COUNTY SHEET TME GENERAL NOTES SHEET HUY6TA GN -1 120 CMPoEPo FlBER RQ11E PERMIDING BY OTA ata I 1 / / �I 16221 NE TMD MY REppND. WA 9W EDGE OF PAVUATM / aP4N5 PARCEL/: 1703253108800 PREPARED FOR -A a sTe c EI< /OMAL�' SIDEWAU( N@$WATT( SOlM4fOT15 2UM 6HR1 AVENUE SOUTH / / / KEM, wA slm3z PROP ETOY UNE PIAN PREPARED BY: _ _ -- _ _ _ _ _ LETS 0 LETS America, Inc. PARCELf, 1703253102600 112 S. KYRENE M. 51E 1 BUNDLER, AZ 65226 PROPOSED AT&T / AREA ARIZQN 190-961-9151 IE15 P21A. i Ikls-9N6_CRML10 / SEEPSMENT HEET�j / / REVISIONS / / PARCEL/: 1703253106900 A 09/11/20 90R CD'S GMC I PROPOSED AT&T 0 09/21/21 CQbT ffi SET QAC I / / HANDHOLE ® ®11/21/91 DIEM COMRlIS AWA I PROPOSED AT&T METERED PEDESTAL / PROPOSED HAND QUG IXISTING "POWER UAL 2/ TRENCH REN -SEE DETAIL 2/E-1 PARKING AREA / / 1 / / A-5 / PROPOSED AT&T +' CANISTER ANTENNA NOT MR W4STR�N LABEIEO AS CONSTRUCTION SEAT / PROPOSED',IV / LOW PROPOSED WOOD W �. a a a .r a I LIGHT Pol£ r + PARC04a 1703253102700 / / PROPOSED EQUIPMENT ENCLOSURE / _ _ _ .may_ y. y �._�._ � _ PROPERTY UNE (PH Q(O �ff 4�\`1. �pp / PROPOSED AT&T DISCONNECT -EKISTING POWER ROIREO OVERHEAD ` U� vS 1 Ncl / /SURGE SUPPRESSOR v Av 9 I 91PE� I' OREGON 0 9�H,q �4ary 15. LD gQ' h�7MARWN A-1 BwBMSIIm I MA DELA PARCEL: 1703253404300 Ia$IDaD EIQMFR Umi IK VMS ff iK / ,. IXNG A PARKING AREA EUG02-014-A 1565 MONAW7C BLVD SPRINGFIELD, OR 97477 UNE COUNTY I• / � lj SHF£T TIME ♦ ♦ a a a TOASTING , , . GRASS AREA OVERALL SITE PLAN / -��— v _ _ = ,� v v v • v sIMEr xuueER A-1 NORT�® OVERALL SITE PLAN 1 " `E 1oAI�re 120 W 120 CMPoEPo am I / 16221 NE TMD NUT REDMOND. WA 9W52 / PIANS PREPARED FOR EDGE OF a STA c /PAVEMENT J ti M oN@ZWOTRL SO(MtfOMB 22263 GM AMENUE SOUTH rz/ PIAN PREPARED BY: LETS PARCEL/: 1703253106900 LETS America, Inc. 112 S. WREHE RD. SM 1 IXISIING GRA55 AREA CHANDLER, AZ 85226 ARIZMN 480-961-9151 Um P21A. SRLVISANS REV. MR A O9/11/� BOIi CD'8 dAC / PROPOSED AT&T / HANDHOUE PROPOSED AT&T 0 w21m CaNsrR ON SET MAC RL.+�`1. METERED PEDESTAL .. ® 11/21/91 CHEM CWADRS AWA PROPOSED HANG DUG / POWER CONDOR TRENCH S3 / y -SEE DETAIL 2/E-1 PROPOSED ,U/ ANTENNA ��ENW1 PROPOSED / UGHT `I' PROPOSED WOOD NOT FOR CONSTRUC ON UNLESS W, PROPOSED EQUIPMENT UGIT POLE ENCLOSURE W W ljf W W W W W LMR m AS CONSTRUCTION SET (3) PROPOSED AT&T CONDUTS ON ,- PIiOBERTY'UNE PROPOSED AT&T DISCONNECT /SURGE UPPRESSOR y,y PROPOSED 18' STAND-OFF: (1) 2' CONDOR FOR FIBER TO EWIPMEM - - - `�F,Q Offn / NOVERHEAD / ENCLOSURE, (1) 2' CONDUR W/WEATHER HEAD FOR POWER TOAC I ROUTPH ED ECT ATTACHED TO Av 9 EQUPIMENNTTNENCLO URE ON POLE 9 IPE� AND (1) 4' CONDUR FOR (12) ONES OF 3/8' COM FRW EA. ENCLOSURE TO ANTENNA IM E PO A O MANM MM. 6' FROM THE POLE i OREGON % 7.qh 7 EXISVNG 1STCLEARANCE TO THE 1ST CONDOR. 4 20 Q Oy d 5 SIOEWPlI( -SEE CRAM CONDOR PUW 3/A-5 ry 15 y 7 7 1 2 eEEBr CFAINYTWR0E R/N3 NF3E 9�MBM9�M1 MD LA p� Ia$E EM9NDi, IK UAE ff iK / 7 PARCELS: 1703253404300 / O EUG02-014—A 15650WBLVD y' / I SPRINGFlEID, OR 97477 W � // � UNE COUMY W I IXISTNG SHEET TIRE PARKING AREA ENLARGED SITE PLAN I W I / I aD SHEET NUMBER A-2 ENLARGED SITE PLAN ® �` ` 1 W 120 CMPoFR SCIP ID#: 18934-014-A IA SURVEY CERTIFICATION �l 16421 NE TMD NUT IdppNO. WA 66054 PI/91s rPREFIRED FOR: �0 a sTP Network Solutions 2U63 WITH AYINUE SOM NEM, WA 96034 PV91 PREPARED W. LETS LETS America, Inc. 112 S. NYRENE M. STE 1 CHANDLER, M 65446 ARI20r4k 190-961-9151 Uns FRO9. i. IEIS_W_mI&jW REVISgNs A 09/11/2011 906 CD5 aw 0 MAI/20CRb1 ffi Snl Smc m 11/20/20 WENT COMMENTS MW CONCRETE PAD, ------ ') GEOGRAPHIC COORDINATES UP 4 a [ HT.=J.9' - LATITUDE: 44°0332.72' N (44.05909) (NAD 83) [NIZMR CONSIRU N UNIEss '4tANp5CAPE 6E1FD IIS CONSTRUCTION SET TV L - LONGITUDE: 122°59'59.30" W (-122.99980) (NAD 83) / MCDONALDS" F �- GROUND ELEVATION: 465.13 FEET (NAVD 88) �PH R"� I/ �lz�z /,�— DIA.0J4' HEIGHT: X51 GIN `P/� RANCHITO EL=465.Y3' V � / @TOP OF POLE: 24.04 FEET (ACL) aV ,wsti EFS V465GRILL" 3 9 IRE / /V465 CURB DATE OF SURVEY: 61, d SEPTEMBER 2, 2020 2000 0 1000 2000 4000 9 OREGON POLE DETAIL 0�0 RE: SITE NAME: EUG02-014-A �H,q 4ary18.L 0Q �� REARMING SCIP ID#: 18934-014-A tiQf7 N- - NOT TO SCALE — MgRWP qg® 20 (ASPHALT) SPRINGFIELD, MIELD, BLVD 1INCH=2000 FEET �, ntg RNNs x1>& (ASPHALT) SPRINGFIELD, OR 97477 F�SN���RWORlT PARCEL I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE �ITHELA ffTLE /, C / no325s4-04300 REGISTERED ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE OF 01I 1��f / PROFESS:oN AI ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS LAND SURVEYOR 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET EUG02-014-A LEGEND: x 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN 1565 MOHAPR BLVD �.,(1a.>,),rM m SPRINGFIELD, OR 97477 POWER POLE ® WATER METER SEWER MANHOLE TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE REGISTERED UNE COUNTY GUY OREGON EXPRESSED AS DEGREES MINUTES , AND SECONDS TO ANCHOR w cn VALVE s1GN TH ). (') L D ANDFSURVE O DECEMBER 3O, 1010 THE NEAREST HUNDREDTH M A SECOND. THE VERTICAL DATUM LAND SURVEYOR TRAFFIC SIG JNOTN BOX �� IRRIG CONTROL VALVE TREE R DECIDUOUS ANDREA JOHN PLETT (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL -- s1Et'r rTRE ROW LINES SHOWN ARE APPROXIMATE BASED ON GIS UAT0. ANP NOT A ROUNPAM SURVEY 78538PLS m- aaunnrvw,o-ur DATUM of 1988 (DAVID 86) J.,lro.)J>"., Pate: 220 - SHEET RENEWS 12/31/20 oat.: 9/11/2020 OFF Prol No: 2020zo-/5s4-22 1 OF 1 coo 1A LETTER & C.M.I. � ProJ No: 2020-154-22 DECEMBER 30, 2010 SURVEY Prepared: ANDREW JOHN PLETT nese Aw . OR 97 Oe9r RD, sol>E A wwsn64as�m Prepared: C.M.I. SHEET 533-345-. 3E Nrns mroD�na�ds.am srele: 1^=t o' 18934-014-A asse SW scOR R7 FERRY RP, �nE A RBAfl,dar.rom 78538PL5 533-345-02e PaznnrvP, OR srzzs mroanoda. rom checked: A.J.P. 1 OF 1 smansmaa RENEWS 12/31/20 sNEER Numom A-3 SURVEY PLAN 2 1A LETTER 1 ACNA Lry 4. – NAD 83 HAYPEN BRIpGF RD W pPIINE PP � LAT 44'03'32.72" N Nv P STAFT NDRTNNIDLf f p IpWN0.1 _-� - jfyh,, SI 41Kh (44) TIT a ° LONG 122'59'5Z'S9'59.30° W 901 CL %/ / RCOIARD— (-122.99980) 80' TO ROW ELEV = 465.13' NAVD 88 I\•�� Mp1A LOpp _ i / � SITE OLY.NPI[y' / AS // / / Hr 24.0' DIA -C54' i � V HT.=22.1' HT=24.1' P /y/' 4 HT -20.6A 26 :T AT a�� n {I 1€ 357 "T 36 ° - / n ... ]032531 06900 k s t s CENTER OF SUBJECT 7 } El, / POLE -SEE DETAIL 0465 PE 16421 NE TMD NUT IdppNO. WA 66054 PI/91s rPREFIRED FOR: �0 a sTP Network Solutions 2U63 WITH AYINUE SOM NEM, WA 96034 PV91 PREPARED W. LETS LETS America, Inc. 112 S. NYRENE M. STE 1 CHANDLER, M 65446 ARI20r4k 190-961-9151 Uns FRO9. i. IEIS_W_mI&jW REVISgNs A 09/11/2011 906 CD5 aw 0 MAI/20CRb1 ffi Snl Smc m 11/20/20 WENT COMMENTS MW CONCRETE PAD, ------ ') GEOGRAPHIC COORDINATES UP 4 a [ HT.=J.9' - LATITUDE: 44°0332.72' N (44.05909) (NAD 83) [NIZMR CONSIRU N UNIEss '4tANp5CAPE 6E1FD IIS CONSTRUCTION SET TV L - LONGITUDE: 122°59'59.30" W (-122.99980) (NAD 83) / MCDONALDS" F �- GROUND ELEVATION: 465.13 FEET (NAVD 88) �PH R"� I/ �lz�z /,�— DIA.0J4' HEIGHT: X51 GIN `P/� RANCHITO EL=465.Y3' V � / @TOP OF POLE: 24.04 FEET (ACL) aV ,wsti EFS V465GRILL" 3 9 IRE / /V465 CURB DATE OF SURVEY: 61, d SEPTEMBER 2, 2020 2000 0 1000 2000 4000 9 OREGON POLE DETAIL 0�0 RE: SITE NAME: EUG02-014-A �H,q 4ary18.L 0Q �� REARMING SCIP ID#: 18934-014-A tiQf7 N- - NOT TO SCALE — MgRWP qg® 20 (ASPHALT) SPRINGFIELD, MIELD, BLVD 1INCH=2000 FEET �, ntg RNNs x1>& (ASPHALT) SPRINGFIELD, OR 97477 F�SN���RWORlT PARCEL I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE �ITHELA ffTLE /, C / no325s4-04300 REGISTERED ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE OF 01I 1��f / PROFESS:oN AI ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS LAND SURVEYOR 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET EUG02-014-A LEGEND: x 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN 1565 MOHAPR BLVD �.,(1a.>,),rM m SPRINGFIELD, OR 97477 POWER POLE ® WATER METER SEWER MANHOLE TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE REGISTERED UNE COUNTY GUY OREGON EXPRESSED AS DEGREES MINUTES , AND SECONDS TO ANCHOR w cn VALVE s1GN TH ). (') L D ANDFSURVE O DECEMBER 3O, 1010 THE NEAREST HUNDREDTH M A SECOND. THE VERTICAL DATUM LAND SURVEYOR TRAFFIC SIG JNOTN BOX �� IRRIG CONTROL VALVE TREE R DECIDUOUS ANDREA JOHN PLETT (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL -- s1Et'r rTRE ROW LINES SHOWN ARE APPROXIMATE BASED ON GIS UAT0. ANP NOT A ROUNPAM SURVEY 78538PLS m- aaunnrvw,o-ur DATUM of 1988 (DAVID 86) J.,lro.)J>"., Pate: 220 - SHEET RENEWS 12/31/20 oat.: 9/11/2020 OFF Prol No: 2020zo-/5s4-22 1 OF 1 coo 1A LETTER & C.M.I. � ProJ No: 2020-154-22 DECEMBER 30, 2010 SURVEY Prepared: ANDREW JOHN PLETT nese Aw . OR 97 Oe9r RD, sol>E A wwsn64as�m Prepared: C.M.I. SHEET 533-345-. 3E Nrns mroD�na�ds.am srele: 1^=t o' 18934-014-A asse SW scOR R7 FERRY RP, �nE A RBAfl,dar.rom 78538PL5 533-345-02e PaznnrvP, OR srzzs mroanoda. rom checked: A.J.P. 1 OF 1 smansmaa RENEWS 12/31/20 sNEER Numom A-3 SURVEY PLAN 2 1A LETTER 1 ACNA Lry 4. – HAYPEN BRIpGF RD W pPIINE PP � -.NVER 6HrToo t GEPVf Nv P STAFT NDRTNNIDLf f p IpWN0.1 _-� - jfyh,, SI 41Kh TIT RCOIARD— I\•�� Mp1A LOpp _ m QDM � SITE OLY.NPI[y' p i � 6 CENT[H VP " NW..IILVO 26 :T q 1€ 357 "T 36 t—.�P_AINGFIE - rA k s t s 6316 Tf } El, PE PST SE 2 16421 NE TMD NUT IdppNO. WA 66054 PI/91s rPREFIRED FOR: �0 a sTP Network Solutions 2U63 WITH AYINUE SOM NEM, WA 96034 PV91 PREPARED W. LETS LETS America, Inc. 112 S. NYRENE M. STE 1 CHANDLER, M 65446 ARI20r4k 190-961-9151 Uns FRO9. i. IEIS_W_mI&jW REVISgNs A 09/11/2011 906 CD5 aw 0 MAI/20CRb1 ffi Snl Smc m 11/20/20 WENT COMMENTS MW CONCRETE PAD, ------ ') GEOGRAPHIC COORDINATES UP 4 a [ HT.=J.9' - LATITUDE: 44°0332.72' N (44.05909) (NAD 83) [NIZMR CONSIRU N UNIEss '4tANp5CAPE 6E1FD IIS CONSTRUCTION SET TV L - LONGITUDE: 122°59'59.30" W (-122.99980) (NAD 83) / MCDONALDS" F �- GROUND ELEVATION: 465.13 FEET (NAVD 88) �PH R"� I/ �lz�z /,�— DIA.0J4' HEIGHT: X51 GIN `P/� RANCHITO EL=465.Y3' V � / @TOP OF POLE: 24.04 FEET (ACL) aV ,wsti EFS V465GRILL" 3 9 IRE / /V465 CURB DATE OF SURVEY: 61, d SEPTEMBER 2, 2020 2000 0 1000 2000 4000 9 OREGON POLE DETAIL 0�0 RE: SITE NAME: EUG02-014-A �H,q 4ary18.L 0Q �� REARMING SCIP ID#: 18934-014-A tiQf7 N- - NOT TO SCALE — MgRWP qg® 20 (ASPHALT) SPRINGFIELD, MIELD, BLVD 1INCH=2000 FEET �, ntg RNNs x1>& (ASPHALT) SPRINGFIELD, OR 97477 F�SN���RWORlT PARCEL I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE �ITHELA ffTLE /, C / no325s4-04300 REGISTERED ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE OF 01I 1��f / PROFESS:oN AI ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS LAND SURVEYOR 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET EUG02-014-A LEGEND: x 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN 1565 MOHAPR BLVD �.,(1a.>,),rM m SPRINGFIELD, OR 97477 POWER POLE ® WATER METER SEWER MANHOLE TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE REGISTERED UNE COUNTY GUY OREGON EXPRESSED AS DEGREES MINUTES , AND SECONDS TO ANCHOR w cn VALVE s1GN TH ). (') L D ANDFSURVE O DECEMBER 3O, 1010 THE NEAREST HUNDREDTH M A SECOND. THE VERTICAL DATUM LAND SURVEYOR TRAFFIC SIG JNOTN BOX �� IRRIG CONTROL VALVE TREE R DECIDUOUS ANDREA JOHN PLETT (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL -- s1Et'r rTRE ROW LINES SHOWN ARE APPROXIMATE BASED ON GIS UAT0. ANP NOT A ROUNPAM SURVEY 78538PLS m- aaunnrvw,o-ur DATUM of 1988 (DAVID 86) J.,lro.)J>"., Pate: 220 - SHEET RENEWS 12/31/20 oat.: 9/11/2020 OFF Prol No: 2020zo-/5s4-22 1 OF 1 coo 1A LETTER & C.M.I. � ProJ No: 2020-154-22 DECEMBER 30, 2010 SURVEY Prepared: ANDREW JOHN PLETT nese Aw . OR 97 Oe9r RD, sol>E A wwsn64as�m Prepared: C.M.I. SHEET 533-345-. 3E Nrns mroD�na�ds.am srele: 1^=t o' 18934-014-A asse SW scOR R7 FERRY RP, �nE A RBAfl,dar.rom 78538PL5 533-345-02e PaznnrvP, OR srzzs mroanoda. rom checked: A.J.P. 1 OF 1 smansmaa RENEWS 12/31/20 sNEER Numom A-3 SURVEY PLAN 2 1A LETTER 1 W 120 rMPoEPo am 18221 WE TMD NUT REDMOND. WA 913052 (1) PROPOSED AT&T CANISTER ANTENNA PLANS PREPARED FOR -SEE DETAIL 2/A -B (1) PROPOSED AT&T uO a ST2 C TOP OF PROPOSED W000 LIGHT POLL ELEV. 30 -6 AGL B46 AIRSCALE RRX -SEE DETAIL 4/A -B NBZtYO1R(SOIMtfOIIS h TOP OF PROPOSED AT&T CMIIS R AN11NN4 V Fi N. 3838-6 AC h C.L. OF PROPOSEDL AT&T CANISTER ANTENNA If W�. 37-8 AGL 1 BOTfQA. OF PROPOSED AT&T STAND-OFF MOUNT (1) PROPOSED AT&T ANTENNA SFANO-OFF MWIR -SEE DETAIL 1/A-7 22283 OM AWNUE SOUTH NEM, WA 98032 PIAN PR€PARED BY: ���� ELLV. 35=6 ACL PROPOSED UGM h HEICNT OF PROPOSED LIGHT PROPOSED LETS America, Inc. Y€1�ETT=U"� NGHT ARM 112 S. DORBNE RD. SIE 1 HEIGHT OF PROPOSED LIGHT ARM WEV. 32-0 AOL PROPOSED WOOD LIGHT POLE CHANDLER, K 85228 H15ARmn _17S_W_9CRM 10 OVERHEAD POWER UNE (3) PROPOSED AT&T CONDUITS ON REVISIONS MOF -F.31'-0 AGL PROPOSED 18' STAID -OFF: (1) 2' COMMIT FOR FIBER TO EQUIPMENT REV. MR DESUIPRON ENCLOSURE, (1) 2' CONDUIT W/WEATHER HEA) FOR POWER TO AC DISCONNECT A 09/11/20 M W5 GMC 0 OB/21POLE /20 CQTaTPoICRON SEf QAC ATTACHED TO EQUIPMENT ENCLOSURE ON LINES OFM 3/8' COAX NMOM DUR FOR 11/21/91 WENT COEQOS MAN ® ENCLOSURE TO ANTENNA MANTNN A MAX. 6' CLEARANCE FlROM THE POLE TO THE 1ST CONDUIT. HEIGHT OF PROPOSED LIGHT ARM -SEE CRAN CONDUIT PIAN 3/A-5 OE n TOP OF EXISTING WOODEN LIGHT POLE V ELEV. 24—O AGL WEV. 24-5 _g_.— MISTING WIRE �yHEIGHT OF IXISTNG GUY WIRE YUEV. 22'-1' AGL IXISIINC WIRE CONNECTION h HEIGHT OF IXISIING WIRE CONNECTION V ELN. 22=1 AGL CONNECTION (TYP,J IXISTNG SPUCE NOT FOR CONSTRUCTION UNLESS LABELE) AR CONSTRUCTION SEf h HEIGHT OF MMNG SPLICE BOX HEIGHT OF EXUG SPUCE W% BOX ELE�V. 2020 =J LGL �ELEV. 21 =6 ACL PROPOSED AT&T (Q Off`+ IXISIINC SPLICE BOX TA EQUIP ENT ENCLOSURE -SEE METAL 1/A-8 (1) PROPOSED AT&T U 9 IPE� 9 BOTTOM. OF PROPOSED AT&T EQUIPMENT ENCLOSURE DISCONNECT/SURGE SUPPRESSOR ELEV. 18 -6 AD -SEE OETAL 5/A-8 h BOTTOM. OF PROPOSED AT&i DISCONNECT 4 ELS =6 AGL20 •x�INSTALL MANUFACTURER SPECIFICATIONS. j OREGON % Q' h�/MgR • NEW EQUIPMENT TO BE PANTED �! CERIP' T� PVNS y,QE UMNG WOODEN UTILITY POLE MIN RF TRANSPARENT. W RESMANT, OUTDOOR RATED PANT TO MATCH REPIACEMENT LIGHT WEPNW Q ME OR MJEA W OIRB.T 9A9N19W ND HHV AN A OLT Ia$IDaD DQMIX HMR IK VNIS ff 1K POLE. • CONTRACTOR SHALL RE-INSTA31 ALL IXISTING STREET SIGNS AS NEEDED HEIGHT OF EXCONDUIT ON NEW POLE E0002 -014-A Th� T ELEV. J-11 AG%rG • FIBER TO BE PROWDED BY OTHERS UNDER SEPARATE PERMIT(1) • NEW UGHT WILLBE LED PER CTIY PROPOSED AT&T METERED PEDESTAL 1565 MOMWK BLVD SPRINGFIELD, OR 97477 OF SPRI FIELD SPECIFlCATONS. LANE COUNTY (1) PROPOSED T SCHEDULE 60 PROPOSED OF WOOD FIELD PVC CONDUIT WITH PULL STRING SHEET TINE BWNBURIED 6'-3' OF WOOD UTILITYSPRINGFIELD BURIED PER CITY OF SPRINGFIELD CITY CONSTRUCTION STANDARDS FOR POWER TO RPDIO'S, FINISHED GRADE REF. ELEV. 0-0 AGL BURIED PER CITY OF SPRINGFlEW CONSTRUCTION STANDARDS FINISHED GRADE REF. ^ o II n (1) PROPOSED 2' SCH 40 POWER PJC CONDUIT I EXISTING AND PROPOSED SOUTHEAST POLE ELEVATION ELEV. 0-0 AGL n n I SHEET xuueFn A-4 EXISTING SOUTHEAST POLE ELEVATION ® �`"` -' °'�°�' 2 PROPOSED SOUTHEAST POLE ELEVATION ® _AL NqE IaeE u'O�av W 120 W 120 PROPOSED CRAN CONDUIT PLAN r.RaEx ata e DWN0 WOOD � URLIIY POLE REAS WE T4ND NWT IdQ1 WE WA 61X52 (1) PROPOSED AT&T PROPOSED 2' POWER CANISTER ANTENNA PIANS PREPARED FOR CONDOR WITH -SEE DETAIL 2/A -B PROPOSED 4' WEATHER -HEAD UP TO (1) PROPOSED AT&T u0 ��� CDA% CONDOR SECONDARY POWER TOP OF PROPOSED W000 UGNT POLE B46 AIRSCALE RRX NBZtYOTRL SOIM4fON15 ELEV. 30 -6 ACL -SEE DETAIL 4/A -B PROPOSED 16' PROPOSED 2' FIBER TOP OF PROPOSED AT&T CANISTER ANTENNAf'�E4CLOSIJRE, (1) PROPOSED AT&T 22263 OM AMOWE SOUTH a 9 32 STAID -OFF AT CONDUR UNDER ELEV. 3B -6 ACL ANTENNA STAND-OFF MOUNT ' 4'-0' O.C. SEPARATE PERMIT 40 -SEE DUAL 1/A-0 PLAN PREPARED BY: C.L OF PROPOSED AT&T CANISTER ANTENNA NORTH ELEV. 3J F AGL lR/TfQA. OF PROPOSED AT&T STAND-OFF MOUNT ���� ® sl 'n'Ir� B I$ V ELLV. 3535=6 ASL PROPOSED LIGM qe_ -�� Innvl HEICM OF PROPOSED UGHTPROPOSED LETS America, Inc. YT'N�S=U" UGHT ARM 112 S. M E RD. STE. 1 HEIGHT OF PROPOSED UGM ARMPROPOSED WOOD CHANDLER, AZ 65226 ELEV. 32-0 ACL LIGHT POLE ARm 151 Iz UIS �: I1TS_PNe_BCRNLIS3 OVERHEAD POWER UNE(3) PROPOSED AT&T CONDUITS ON RVOWNS MOF -F.31'-0' AGL PROPOSED 16' STAID -OFF: (1) 2' COMMIT FOR FIBER TO EQUIPMENT (1) 2' CONDUIT W/WEATHER A W/11/20 M CD5 GMC 6' MA% HEAD FOR POWER TO AC DISCONNECT 0 OB/21/N CQTaTNICRON SEf QAC ATTACHED TO EOUIPMENT ENCLOSURE ONPOLE M NMOM DUff ® ONES OF 3/8' COAX Ep IPMQR 11/21/91 WENT COEQ6S MAN ENCLOSURE TO ANTENNA MANTNN A MAX. 6' CLEARANCE FROM THE POLL TO THE 1ST CONDUIT. HEIGM OF PROPOSED UGM ARM -SEE CRAN CONDUR PIAN 3/A-5 TOP OF E%ISTING WOODEN LICA POLE ELEV. 24-5 AGL ELEV. 24-0 AGL WIRE DUSTNG WIRE IXSTING GW CONNEC110N (1YP,) CONNECTION JyHEIGHT OF EX 2G GUY WIRE CONNECTION J3 HEICM OF IXISIING WIRE CONNECTION WIFE NOT FOR CONSTRUCTION UNLESS ELEV. 22'-1' AGL V ELN. 22=1 AGL IXISIING SPUCE LABEIFD AS CONSTRUCTION SET h HEIGHT OF IXISRNG SPUCE BOX HEICNT OF E%I6TING SPUCE PO% BOX ELE�V. 2020=J AGL 'I �ELEV. 216' ACL PROPOSED AT&T (� �F,O Offs, IXISRNG COSTING SPLICE BOX EQ -SEE U ENCLOSURE -SEE METAL 1/A-8 ` U 1 N 4E, AGUE �S �G 9 (1) PROPOSED AT&T 9 IPE� BOTTOM. OF PROPOSED AT&T EQUIPMENT ENCLOSURE DISCONNECT/SURGE SUPPRESSOR ELEV. 18 -8 ADL -SEE DETAIL 3/A-6 J� BOTTOM. OF PROPOSED AT&T DISCONNECT j OREGON % 4 ELS =8 AGL Q' 5 90 0�4 20INSTAU�M y ary MGM t5. �h�/MARKPN . INSTALLRF FRWA NTNGPECSIGNS APER S. • NEW EQUIPMENTTO BE PANTED �! CERIP' IHg PVTIS y,QE UWNG WOODEN WIFIA RF TRANSPARENT, UV PRPW®I Q M: OR LINER I f DIR2T UTILITY POLE RESISTANT, OUTDOOR RATED PANT PDOCIRERA 9A9M9W MD IHV AM A CLOT 1a MATCH RE LIONT OF OREDC POLE. • CONTRACTOR SHALL RE -INSTALL P11 EXISTING STREET SIGNS AS NEEDED I6'T J� HEIGHT OF EXG CONDUR ON NEW POLE E0002 -014-A YUEV. 7-11 AGLIN • FIBER TO BE PROVIDED BY OTHERS 1565 MOHAWR BLVD UNDER SEPARATE PERMIT NEW LIGHT WILL BE LED PER CITY SPRINGFIELD, OR 97477 5'-0' MINIMUM OF SPRINGFIELD SPECIFICATIONS. LANE COUNTY O (1) PROPOSED 2' SCHEDULE W (1) PROPOSED AT&T SHEET RE PJC CONDUR MH PULL STRING METERED PEDESTAL EXWNG 6'-3' OF WOOD UDUT1' FOR POWER TO RADIO'S. �z BURIED PER CITY OF SPRINGFIELD PROPOSED 6'-6' OF W000 Ulm EXISTING AND CONSTRUCTION STANDARDS (1) PROPOSED 2' SCH I g BURIED PER CITY OF SPRINGFIELD 40 POWER PJC CONDUR nm'b' CONSTRUCTON STANDARDS PROPOSED w NORTHWEST POLE FINISHED GRADE REF. FINISHED GMOE REF. ELEV. 0-0 AGL ELEV. 0-0 ACL II n ELEVATION -_______) n u I sI¢ T xuueFR A-5 EXISTING NORTHWEST POLE ELEVATION ® - 2 PROPOSED NORTHWEST POLE ELEVATION m_—, -0"O�xnl pnE a-I�wvl W 120 PSEUDO OMNI 12 -PORT CANISTER ANTENNA WMED' 348 AIRSrIME RRH EOR IAA (AZRA1 MMUFACNRER: GALTRONICS MANUFACTURER: NOKIA PART NUMBER: G02412-06613 ANTENNA WEIGHT: 30.9 LBS �ut PHYSICAL SIZE OC: 4L/5 KC: AC 4.SL/S.JKG L TENN INTERFACE: 2 CPRI PORI TOR FRONT -HAUL (2X9.8 CB/S) ANTENNA HEGa. 24.5 IN INPUT POWER: DU: -40.5V YO -5N STATDMO COLOR: MTCH POLE COATING 18221 NE TMD WAY AC: BON TO 27W VOLUME: REDMOND. WA 9BD52 VOLUME 3.1418 0.8125 "2 X 2FT -2.35 CUBIC M7 VOLUME (0.883 FT) X (0.967 Fr) X (OAA FT) = 0.114 CUBIC FEET VOLUME FliOM VIEW PVVIS FPEPIRED FOR 14.7' 8 STe C Network Solutions 22283 SIM AVENUE SOUTH t KENT. WA 98X2 BOTTOM VIEW PVVI PREPARED BY. _ LE—tl 0 O o� LETS America, Inc. 112 S. KYRENE RD. SIE 1 CIMNDLER, M 85228 •SeO MIZOIN 480-961-9151 0 IE1S M. 1: IEILPIM-CRMLIX REVISIONS 211.8' A 09/11/20 OOK CDS (9AC T O=O �" 0 OB/21/ID CttbT■ICRRI SEf CMC �• ® 11/21/91 DIEM CWRlIS MW BOTTOM VIEW N RADIO DETAILrnLB 4 ANTENNA DETAIL rnLB 2 NOT FOR CONSTRUCTION UNLESS T.& NNT.& IL&I AS CONSTRUCTION SET ECUIPMGM ENCLOSURE WNUFACTURER: COMMSCOPE 6' METRO CALL RADIO CONCEALMENT ENCLOSURE 1yG NES Qd. 5.06' DART NUMBER: SSC -080238114 '4' 9 IPE f Y9 DESCRIPTION: PLCO RX 1. SO VOLUME R % 1.3.fifiJ 75 FT X % 1.667 Ff - 10.69 CUBIC FEET VOLUME PLAN!AM ENTRY/SHOWN MOUNTED ON M 8' POLE j OREGON % CWAP, STRIP. AND THRU BOLT OPTIONS 9 Vp O 1� 1 1/4' TRADE SIZE Qy 4d1y 15 2' KNOCKOUT 2 5Q 1n FOR CABLE E%R KNOCKOUTS �JY _ • F� (CROSS CUT RUBBER BROMMEIS TAMPER RESISTMT M10 �MARKNN q1/ 20 INCLUDED) SCREWSE �F� MWTBR 9E9M9W NB IHV I MIA DET 901DFULLY VENTIATED Ia$IDaD EIBMBi NMR IK LWIS ff iK WITH GR48J COMPLMNT PERF 16" PATTERNS (2) 3' KNOCKOUT E0002 -014—A TROT WEED SIDE mm ROURNG OPTIONS SPRINGFIELD, OR 971565 MOMW `477 UNNERSIAL POLE . O . LANE COUNTY 440 GVNDS CM BE MOUNT BRACKET REPIACED BY 1-1/4' NPT CONDUIT FIRINGS SHF£T ROE SURGE SUPPRESSOR BOX g ■ MANUFACNRER: RAY 1 TAMPER PMT NUMBER: RSCAC-1333-PS-240-A N F WEIV a.D0 LBS RESISTANT uXCH EQUIPMENT DETAILS ® DIMENSIONS (LXWXH): 9.38' X 6.68' X 10.4P T WHA�SP PP➢LOCK 1' TRADE SIZE KNOCKOUTS VOLUME In.T617FT) % (0.5587FT) % (O.BN2F1) = 0.378 CUBIC FEET VOLUME 0 n BDTTOM MEW NIP V GILWD CM . D SHEET NUMBER BE REPLACED BY FROM VIEW SIDE MEN REARMEW R11N CONDUIT FG 2' TRADE SIZE KNOCKOUTS SURGE SUPPRESSOR DETAILFa—T& 3 RADIO DETAIL NCALE 1 1 • O O TDP OF M W C.L. OF MOUNT m BOTTOM OF M W \ ANTENNA MOUNT DETAIL 91•-14 UNC SS. MR 01/" 1/214• V-6aT Mx 121M/2M' [2 Pl Sl � at&t 18221 NE TMD MY IdDIpND. MA 9W82 -PIANS PREPARED FOM — 411 a sTe c Network Solutions 2U63 98x1 MINUS SOUTH NEM, a 95032 LETS America, Inc. 112 S. NYRENE M. SHE 1 CHANDLER. AZ 85220 EUG02-014-A 1565 MOMW BLVD SPRINGFIELD, OR 97477 UNE COUNTY SHEET T61E EQUIPMENT DETAILS SHEET A -7 A-7 BILL OF MATERIALS TOTAL.Lv. 911PWRK F .ARK QTY. DESCRIPTKIN LFNGTX I R -ARKS .—K— I - 2 ...A. 1'< S RIL SOFA. AT-NRCMlIG4LT-2 - 1 STPNDOFFWELOMMT 1'3&H' WELD 1&H - AT-WPOMRGALT-2-11 X5521YY'x 212' x 116' ASID 14' SpWNRILL 95 - ...A.11 PL 1W x5'AX aI WSJ 22 AT-WP-0MIWALT-S - 1 ANTENNA MWNT W£LDMENT 1'-11" WELD 1Le - AT-NT-0MRGALT-111 295"OD.x01Rw A9 GR B5CX 40, PIPE S'-L1H" WELD .1 XARONNRE - -1-14 1r' e. RDr - - - - V61221N 2 G14cmce 01YY'x 2124LV. V -HO LT ASSEMBLY tlJ" - TRG-7 2 O5 GALV. TIREADEO ROD 14' - N.. 4 O9 GALV. NVT EH - - W. m 4 0. GALV. LOCK W45XER - 91•-14 UNC SS. MR 01/" 1/214• V-6aT Mx 121M/2M' [2 Pl Sl � at&t 18221 NE TMD MY IdDIpND. MA 9W82 -PIANS PREPARED FOM — 411 a sTe c Network Solutions 2U63 98x1 MINUS SOUTH NEM, a 95032 LETS America, Inc. 112 S. NYRENE M. SHE 1 CHANDLER. AZ 85220 EUG02-014-A 1565 MOMW BLVD SPRINGFIELD, OR 97477 UNE COUNTY SHEET T61E EQUIPMENT DETAILS SHEET A -7 A-7 Available tram Excel Sign and Decal: hops:Uwww.weneecisicins.curn/hume_php?ca1=1135 and click on AT&T Ph: 510651-0445 N01 -DC -161"%6" NOTICE DECAL 'For 1 Foot Distance VINYL DECALWITH ADHESIVE SACKING I order comes lin a pack of 25 Place three NOTICE stickers equally -spaced around the bottom of the antenna radome. RF WARNING SIGNS W�MTOL C°hPM�91 MDC) 189063&}8!1 TIO881TEIROD UaNf W11N PCC0.N.h4Po0.BO1N ,,,.1 0. IMDhACONT0.0LLhV BTAYDACKA Ncc OF< FEET FMkIANYACnW ANTENNA MDW TTVATEANTENNACPLL TIIENOCNIONENIADIEA BEPORGOPEAAnNG DIBCONNECf aw 16321 NE TMD MY REDMOND. WA 99054 —PLANS PREPARED FOR a STe C Network Solutions 2UM BOTH AVENUE SOUTH NEM, WA 99082 LETS America, Inc. NOTE: WARNING SIGNS TO BE 112 S. NYREME RD. SIE I CHANDID2, AZ 85220 ARIZDIN 190-961-9151 CAUTION M15 RM9. is IEIS_PIAT_CAAN_10 EQUIPMENT ENCLOSURE AT&T OPERATES ANTENNA SATTXLSSRE BEYONOTNIS MOT YOU PRE ENT:SD AN A OB/11/2J Sox CDs CMC AREA. ERE TrE RADIO FRMUENCYIRn INSTALL PER MANUFACTURER FIELDS ANY EKCEEDT---- OCCUPATIONAL EXPOSURE LMRS FOLLOW SAFETY GUIDELINES FOR YW RKNG N AN RF ENVIRONMENT CONTACT ATST AT M183S}GE, OPTION B AND3, AND FOLLOW TrEIR INSTRUCTIONS PRIOR TO PERFORMNG MANTENMCE 0R REPAIRS BEYOND Tr IS PONT W�MTOL C°hPM�91 MDC) 189063&}8!1 TIO881TEIROD UaNf W11N PCC0.N.h4Po0.BO1N ,,,.1 0. IMDhACONT0.0LLhV BTAYDACKA Ncc OF< FEET FMkIANYACnW ANTENNA MDW TTVATEANTENNACPLL TIIENOCNIONENIADIEA BEPORGOPEAAnNG DIBCONNECf aw 16321 NE TMD MY REDMOND. WA 99054 —PLANS PREPARED FOR a STe C Network Solutions 2UM BOTH AVENUE SOUTH NEM, WA 99082 SPECIFICATIONS AND FCC. I ®11/20/'m ONEM CfYRlIS MW NODE IA SHALL BE INDICATED AT EACH NODE NODE NOTE: WARNING SIGNS TO BE MOUNTED, IN VIEW, ON EUG02-014-A EQUIPMENT ENCIASURE 1565 MOHAWK BLVD SPRINGFIELD, OR 97477 UNE COUNTY NOTE INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. SHftiT TIRE RF WARNING SIGNS SHEET NUMBER RF -1 LETS America, Inc. NOTE: WARNING SIGNS TO BE 112 S. NYREME RD. SIE I CHANDID2, AZ 85220 ARIZDIN 190-961-9151 MOUNTED, IN VIEW. ON M15 RM9. is IEIS_PIAT_CAAN_10 EQUIPMENT ENCLOSURE REVISIONS NOTE A OB/11/2J Sox CDs CMC 1 0 W/21/20 Cab, ffi Soil OMC INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. I ®11/20/'m ONEM CfYRlIS MW NODE IA SHALL BE INDICATED AT EACH NODE NODE NOTE: WARNING SIGNS TO BE MOUNTED, IN VIEW, ON EUG02-014-A EQUIPMENT ENCIASURE 1565 MOHAWK BLVD SPRINGFIELD, OR 97477 UNE COUNTY NOTE INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. SHftiT TIRE RF WARNING SIGNS SHEET NUMBER RF -1 W 120 GWPoER FINISHED GRADE, OR GROUND TRENCH 1 �O_T �CC` Nokia Pico — dense urban/urban RAD center < 35' COVER MATCH SLOPE AND 12._18. THICKNESS OF DUSTING 6" WIDE WARNING TAPE TO RUN THE ENTIRE LLELOW GOF RADE CX 6' TO 10' BELOW GRADE moi' t� NDIg E ft B0522 Quasi -omni antenna AW&'PCSANCS ------------------- RF WFAIEYIDr My Dl I. -113 lrTll6 ON N GPS W SML NOT DI BTI/. + c Nokia P I c rr I I F ' III= _COMPAC ED BACKFILL r pi ��— ��A�A A i' NAI�IVE HORS IMPORTED — _ SOIL TO 95% PROCTOR = COMPACTED CLEAN Flu 11, a PROPOSED POWER CONDUIT_ COMPACTED CLEAN FILL BED FROM PROPOSED ED METER _ - -- — UNDISTURBED SOIL PIENS PREPARED FOR a sTe c �� @ZWIOI�( SOIIftIOTS 42263 eem AWRUE scum NEAT, WA 9BN2 PV PREPARED BY: IY��. I LETS LETS America, Inc. 112 S. NYREHE RD. STE 1 CIMDLER, M 85226 En 7/16 DIN connector 151 "w � LETSJW-°» 0 4.3-10 connector UI 1. 2. TRENCH NOTES, CONDUITSIZE, TYPE, QUANTITY, AND SEPARATION DIMENSION TO BE VERIFIED WITM LOCM UTILITY. ALL UTILI TRENCHES WRHIN THE FENCED COMPOUND OR UNDER ANY PORTION OF A GRAVEL DRIVE ANO/OR ROADWAY SHAAL BE 81CKFlLMD REAMNS A 09/11/91 BDi CDB CMC 0 m/21/Z CQb1Po CBR 5Er Q C ® 11%10/91 CUEM COMMENTS AWN ■ N connectorCBC Cl`r 3. ALL CONDUITSWITH �O /SHALL BE 57 I�NSTA D AGGREWITH 3/16' POLYPROPYLENE ROPE (PULL STRING) SUITABLE FOR PULLING CABLE THROUGH DUCT. NOTE' A'fi PLS _ _ 4. 5. ALL CONDUITS SHALL BE CLENN INSIDE WITH NO DIRT OR ANY OTHER OBSTRUCTIONS. N1 BENDS MUST SWEEP 36' RADIUS AND MXUMUM OF 3 SWEEPS. ANY ADDNIONM SWEEPS MUST BE APPROVED BY THE UTILITY COMPANY. CONTR C R SHAH LLL LOCATE AEXISTING UPUTES WrIHIN THE COMPOUND AND INSTALL PULLBOXES WERE NEEDED TO AMD ANY EXISTING UTILITIES CONTRACTOR MUST EXERCISE 6. THE CONTRACTOR SHALL VERIFY AND FOLLOW THE URI COMPANY SPECIFICATIONS FOR INSTAl1AT ONS. EXTREME CAUTION WHEN TRENCHING AND HARD DIG AROUND EXISTING UTILITIES AS REQUIRED. NOT FOR CONS = N UNLESS TRENCH DETAIL 2 WBEIED AS CONSmUCTION SET NTS CMR3F; CMRO625 i:SefJb POWER NE PH 91PE$' 9 p To 6DU .c I I , AC Cable AC C9b,e location J .dark fel: POLE MOUNTED STREET LAMP RRH UNIT (YP. OF {) (,) 6_,0 e THHN/DIWN/VW-1 CMILESUPPRSURGESOR TYPE X -ER DC 9i- -OREGON 0 9�H,q �4aTy ,5. LD gQ' h�7MAKNN" R 9�/ wear CFRIEY ,Lig PB wm B E M UlEi w aI SUFUMSEN WPIK ff K EUG02-014-A 1565 MOHAWK BLVD /�C CUt-Off switch (1) /MW TYPE SPRINGFIELD, OR 97477 UNE COUNTY MV/N/VW-, TYPE TC -ER OC CABLE 0 - AC SOINCN: _ THHN/-MWN/VW11 TYPE TC -ER DC CABLE TO RRH 4 MNP BREAKER (TYP) STREET WAP RAYCM DISCONNECT/SURGE SUPPRESSOR s 14 SHE7 E PLUMBING DIAGRAM, POWER SCHEMATIC& MEN_ OXIDE VARISTOR (IYP.) TRENCH DETAIL GROUND BUS BOR NEUTRM BUS BAR SIERT HOARSER E-1 PLUMBING DIAGRAM 3 POWER SCHEMATIC ALE 1 W 120 120 CARRIER ata 1. ALL MEfALUC PARTS OF TIE INSTALLATION ON TIE POLE SHALL BE BONDED moi' TOGETHER AND GROUNDED 2. A COPPER GROUND WIRE, P6 AWS MINIMUM SIZE SHALL BE INSTALLED LEGEND 16221 NE TMD ARMY FROM TIE ME OR FEED NE CONNECTION POINT OF TME ANTENNA TO A REDMOND. WA 61052 GROUND ROAD AT THE BASE OF THE POLE AND BE AOAACENT TO MINE ANTENNA FEEDUNE CONDOR. MINE GROUND WIRE SHALL BE PERMANENTLY MGB PIANS PREPARED FOR CONNECTED TO TINE GROUND ROD MASTER DROOND -1 3. WHERE A CITY OF SPRINGFIELD NEUTRAL CONDUCTOR EXISTS, THE GROUND �N�Q WIRE SHALL BE PERMANTH LD PERMANENTLY BONDED TO E CITY OF SPRINGFIELD oo a NEUTRA- CONDUCTOR AT MINE NEUTRAL CONDUCTOR LEVEL BY CITY OFSPRINGF ♦ CADWELD J GCREWS CD NBZWOTRL SOIMtfOTIS 4. A GROUND ROD, B FEET MINIMUM IN LENGTH SHALL BE INSTALLED (WHERE ■ MECHANICAL CONNECTION NO CITY OF SPRINGFIELD GROUND ROD M IMACT GROUND WIRE DMPS) AT 2228] 6HM AVENUE SOUTH THE BASE OF MOF POLE THIS INSGUTATON SHV- MEET OR IXCEED THE AM• WA 91032 REQUIREMENTS CONSTRUCTION CUIDEBY e2 PIAN PREPARED BY: IR PROTECTIVE MOLDING FOR Ifs S. THE GROUND WIRE SHELL BE COVERED A PROINT E WIRE. ADD 1D WE WIRE. ADD ENTIRE D MR ON INE POLE IXCEPT AT THE POINT WHERE R MUST BE T M IXPOSED FOR BRINING TO TIE CM SPRINGFIELD HERO WIRE COVER ON MINE E BOTTOM 12 FT. MIN. 38' LETS NI S. THE CITY OF SPRINGFIELD AND COMMUNICATION GROUND RODS SHALL BE BELOW GRADE OR 6' BONDED TOGETHER USING COPPER }B AWG WERE BELOW LIXwLL iRI)SR1NE Inc. LETS MeriOMNI M. 112 S. KYRENE M. SIE 1 BUND. 65226 480-961-9151 8 IRIZONA 190-- 861-RI LETS PSI. is IkTs-FNe_CRML181 WOODEN POLE GROUNDINGNOTES 6 NOTUSED 3 REVISIONS ANTENNA PER THRU-BOLT CCNNECTION PLAN. TYR. TO CHANNEL, 3/8' A OB/11/10 M CD'S CMC DOUBLE LUG NEW ANTENNA SIDE 0 OB/21/ID CQb1PoICDON SET QAC COAXIAL GROUND KITS W. LONG BARREL COMPRESSION ANTENNA GROUND BAR MM MOUNT 11/91/91 QUEM COMMENTS MW WIT DOUBLE LUG H SIGH HOLE. ATTACH TO GROUND® NOTES' (MGB) BER & INSTALLED BY ANTENNA CONTRACTOR W`— #6 GREEN 1. GROUND WIRE MOLDING SHALL BE INSTALLED OVER THE BETE GROUND WIRE TO /2 GREEN STRANDED AGB STRANDED TO MHRU-BOLT PROTECT UNE WORKERS, THE WIRE. AND TME PUBLIC. EXTEND PLASTIC MOLDING AT TO /2 SOLID CONNECTION, DOUBLE LEAST TWO INCHES BELOW GRADE I LUG. B' MAX 2. THE GROUND WIRE SHALL BE IN ONE CONTINUOS LENGTH. INSERT GROUND WIRE MASTER GROUND FROM TIE BOTTOM OF TIE GROUND CWAP AND BOND OVQM CLAMP BEFORE BAR (MGB) 0 0 0 000000000000. TIGHTENING. CONNECT TO SECONDARY OR SERVICE NEUTRAL ON THE MILE. PUCE NOT FOR CONSTRUCTION UNLESS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GROUND PARE ON POLE BETWEEN FACE (STREET SIDE) AND SERVICE NEUTRAL RADIOS PER ■ C 3. DROVE GROUND ROD IN FORM UNDISTURBED EARTH PUNNlYP LABELED AS CONSTRUCTION SET o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 o 4. REFERENCE CW OF SPRINGFIELD STANDARD. MCB .................. COMBINER PER U SOUD BARE TINNED COPPER GROUND BAR PLN. IVP. I 1 INSTALLED BY GENERAL DISCONNECTPER I `PHtpI \S O1NE �Q COPPER WIRE (TYPJ CO CONTRACTOR CONNECT OOR PLN. LAN, . 1 �'fV� NO7ES: I SEOONDARY 9 1PE� 9 SERVICE NEUTRAL #6 AWG STRANDED .J 1. COAT ALL MECHANICAL CONNECTION WITHTIOOX' OR APPROVED EQUAL COPPER GREEN I 2. ALL GROUND LUGES TO HAVE INSPECTION WINDOWS/SIGHT HOLES INSULATED WIRE I 1/2-PLASTIC - OREGON h MOULDING PROPOSED I qQ V�4 20 Q METERED PEDESTAL Q d y�N ry 15• GROUNDING BAR 5 /2 SOLLD BARE TINNED COPPER WIRE I I /2 GREEN STYNDED #2 AWG SOLID I TO /2 MUD R (TYP.) A COPPER 1 I HT6Bi CRIDFY llfg R/N5 NBE GRADE WIRE DOWNLEAD. 1 I RflWRD Bf M: DR MlEi W QMDI 1 I SPBAIBDN WD w I AM A BLY RE SIBEU ENGINEER UCER THE VMS ff 11£ EXISTING CITY OF - I f OE OF GREW SPRINGFIELD UTILITY POLE N 1 ! Z I I crenc= EUG02-014-A ______ _________i __y_____ UISRNG CITY OF WOOD POLE 1565 MOHAWK BLVD SPRINGFIELD UTILITY RHEAD DROP POLE I SPRINGRElD, OR 97477 W/RMNSFORMER GROUND A� (2) GROUND RDD. LANE COUNTY (] p3/O) 2'C ROD LUMP 5' APMT (NOT 6'-12' MA%. REpUIRED IF CIT' OF SALLA GROUND R00 NEW SMALL CELL IB PRESENT)' EMUIPMEM CABINET SIE 7 mLL I, 5'-0'• MIN. NEW DISCONNECT MOUNTED BELO GROUND ROD, SMALL CELL 5/B'M x B' LONG GROUNDING DETAILS CABINET (NOT REQUIRED IF GRADE CITY OF SPRINGFIELD GROUND ROD IS Plum GROUND ROD SIE£T NUMBER G-1 ALI ONE-LINE DIAGRAM 4 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS 2 GROUND DIAGRAM 1 120