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HomeMy WebLinkAboutzT-3115Set0 qpw ` .J qpm _f.. 06 a � CL Z Y p O O m Z � O J �E �r o c r4 c� i � ��fF I 11111 0 0 w to 0 c� z F N * E. 5TH PL. N88'20 45 W 11 N88'20'S3 "w sta nvi N89'1 7'46OW 150.01 PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., R 5 E., W.M. SCALE: 1" = 40' 0 20 40 80 i �w i Z i i iQ i 10 i V i � W ix ME �s TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD PVC CONDUIT (SEE WRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE CONSTRUCTION NOTE 1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONSTRUCTION NOTES DROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. (D STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS. POLE SCHEDULE POLE NO. . L. STREET vo POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT 00 CIRCUIT NO. �-- a JERICHO AVE. N.E. 0 +92 LLJ a oa U 25' 8' �° :a E 2 _0 �E �r o c r4 c� i � ��fF I 11111 0 0 w to 0 c� z F N * E. 5TH PL. N88'20 45 W 11 N88'20'S3 "w sta nvi N89'1 7'46OW 150.01 PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., R 5 E., W.M. SCALE: 1" = 40' 0 20 40 80 i �w i Z i i iQ i 10 i V i � W ix ME �s TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD PVC CONDUIT (SEE WRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE CONSTRUCTION NOTE 1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONSTRUCTION NOTES DROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. (D STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS. POLE SCHEDULE POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 2592C JERICHO AVE. N.E. 0 +92 21' LT. 150 M —C —III 25' 8' 1 2 2604C JERICHO AVE. N.E. 2 +28 21' LT. 150 'M —C-111 25' 8' 1 3 2606B N.E. 5TH PL 3 +93 22.5' RT. 100 M —C —III 25' 8' 1 4 26398 N.E. 5TH PL. 2 +33 22.5' LT. 100 M —C —III 25' 8' 1 5 26088 N.E. 5TH PL. 0 +73 22.5' RT. 100 M —C —III 25 8' 1 6 26418 ILWACO AVE. N.E. 0 +27 22.5' RT. 100 M —C —III 25' 8' 1 7 26608 ILWACO AVE. N.E. 1 +81 22.5' LT. 100 M —C —III 25' 8' 1 8 2643B ILWACO PL. N.E. 1+09 17.5' RT. 100 M —C —III 25' f 1 9 A26458 ILWACO PL. N.E. 2 +59 17.5' RT. 100 M--C-111 25' 6 ' 1 T - 31IS'OI WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40 2 — #8, 1 — #8 GREEN 2 1.5" PVC (SCHEDULE 80) 2 — #8, 1 — #8 GREEN 3 1.5" PVC (SCHEDULE 40 ) INSTALL PULL WIRE 4 1.5" PVC SCHEDULE 80 INSTALL PULL WIRE N.E16 5TH T. � HC?NE:.YPROOK I PI...A7 � Q � Uj I I EXISTING PSE 100 WA t � ! Z I.UMINAIRLS TO REMAIN� I RECOMMEND D FOR APPROVAL � � I� eY DA � a mmi � I EXISTING CITY 150 WATT 1 HIE HERMAN TRAFFIC ENGINEERING WINDIONG PLAT ( LUMINAI TO REMAIN 1 � so BY DATE _� �'� �Q RD 89IN room It 4_11.4 I � L'3" BY DATE 1524 Southeast 133rd Court, Rtntong Nhah 96059 g y��I�►Il MR 01'��0° 42S•277.1740 tel. 425- 277 -5718 but I M.tom ROLL 11 92 F I;t 2�1m4 '� ; �'' �-'•���1`'� SCANNED NOV • 7 2003 M kn .L.. a� STREET "NMI L� Z N 'E 00 �.- O -0 MAST ARM 3< �z U- JERICHO AVE. N.E. W Z u 150 rA c ° E 8' 1 2 2604C ao 0 a 2 - M —C —III 25' g o 3 2606B a 3 +9-3 91 z W v, 100 3 zLw 0 z 8' 1 4 2639B N.E. 5TH PL. 2 +3428 22.5' LT. 100 M —C —III 25' .� Ono Y O O — O Q Ix Z }m — L� � Z � O J in 0 :3E mE %."N C r •C C p c 0° EL` .L.. a� STREET a� v L� Z N 'E 00 �.- O -0 MAST ARM 3< �z U- JERICHO AVE. N.E. �w CL u 150 M —C —III c ° E 8' 1 :3E mE %."N C r •C C p c 0° EL` R1111m POLE ID NO. STREET N POLE OFFSET LAMP WATTAGE R1111m q i 0 w cD LO 00 Z Q LL cy 0 = a PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., RGE, 5 E., W.M. N89'17'46 "W 150.01 s'rPe- tj -Jrolop ROLL 1 �9,� r W z W Q O I W I (I 89'01 I FGEND Y`( TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE KD LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD PVC CONDUIT (SEE WIRING SCHEDULE) 8 TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE GENERAL NOTES 1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ON LY. CONSTRUCTION NOTES 1O ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. 2O STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS. i POLE SCHEDULE POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 0 JERICHO AVE. N.E. \>0+42-81 21' LT. 150 M —C —III 0 8' 1 2 2604C JERICHO AVE. N.E. 2 +2-& 37 2 150 M —C —III 25' 8' W 3 2606B N.E. 5TH PL. 3 +9-3 91 22.5' RT. 100 3 25' 8' 1 4 2639B N.E. 5TH PL. 2 +3428 22.5' LT. 100 M —C —III 25' oc 1 5 2608B N.E. 5TH PL. 0 +7-3-69 4 100 M —C —III 25' 8' 1 q i 0 w cD LO 00 Z Q LL cy 0 = a PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., RGE, 5 E., W.M. N89'17'46 "W 150.01 s'rPe- tj -Jrolop ROLL 1 �9,� r W z W Q O I W I (I 89'01 I FGEND Y`( TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE KD LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD PVC CONDUIT (SEE WIRING SCHEDULE) 8 TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE GENERAL NOTES 1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ON LY. CONSTRUCTION NOTES 1O ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. 2O STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS. i POLE SCHEDULE POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 2592C JERICHO AVE. N.E. \>0+42-81 21' LT. 150 M —C —III 25' 8' 1 2 2604C JERICHO AVE. N.E. 2 +2-& 37 21' LT. 150 M —C —III 25' 8' 1 3 2606B N.E. 5TH PL. 3 +9-3 91 22.5' RT. 100 M —C —III 25' 8' 1 4 2639B N.E. 5TH PL. 2 +3428 22.5' LT. 100 M —C —III 25' 8' 1 5 2608B N.E. 5TH PL. 0 +7-3-69 12 2.5' RT. 100 M —C —III 25' 8' 1 6 2641B ILWACO AVE. N.E. 0 +24 19 22.5' RT. 100 M —C —III 25' 8' 1 7 2660B ILWACO AVE. N.E. 1 +�4 8(6 22.5' LT. 100 M —C —III 25' 8' 1 8 2643B ILWACO PL. N.E. 1> 1 +94 ob 17.5' RT. 100 M —C —III 25' 6' 1 9 1 2645B_l ILWACO PL. N.E. 2 +5442 17.5' RT. 100 M--C-111 25' 6' 1 T - 31IS01 WIRING SCHEDULE RUN N0. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40) 2—#8, 1—#8 GREEN 2 1.5 PVC (SCHEDULE 80) 2 — #8, 1 — #8 GREEN 3 1.5 PVC (SCHEDULE 40) INSTALL PULL WIRE 4 1.5 PVC (SCHEDULE 80) INSTALL PULL WIRE RECOMMEND D FOR APPROVAL By DA �� .. / / i BY DATE r F I;t ..1 a � a HIE HERMAN TRAFFIC ENGINEERING 1 5324 Southeast 133rd Court, Renton, Washington 98059 425- 277 -1740 tel. 425-277-5713 fax Me#attbi.tom /00 f3. T — .,?giro / 8 s :C tv AeR t ! •