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HomeMy WebLinkAboutzT-2951Sets 0 o I N \ I i g a_ ry O Qz V) J n CD CD Z Z 0 = Z � g J WIRE SCHEDULE RUN NO. CONDUIT SIZE CONDUIT TYPE WIRE COMMENTS 1 1 -1/2" SCH 40 PVC (2) #8 AWG, (1) #8 AWG (GREEN) 1 +25 2 2" SCH 80 PVC (2) #8 AWG. (1) #8 AWG (GREEN) 2 3 1 -1/2" SCH 40 PVC 2 8 AWG 1 8 BARE GROUND 8' 4 2" SCH 40 PVC (3) #2 (SERVICE) SERVICE 5 1 -1/2" SCH 40 PVC (2) #8 AWG 11) #8 BARE GROUND (3) #12 AWG (RED, BLACK, WHITE) PHOTO CELL POLE SCHEDULE POLE NO. LLJ LLJ STATION OFFSET F- O ARM LENGTH COMMENTS 1 i� 1 +25 Q S 8' ROAD 'B' CENTERUNE 2 26568 5 +75 22'R 25' 8' cm o�ggy s1 26588 4 +65 S n 6� Y r 8' N.E_ 4TH PL CENTERLINE 4 26606 POLE SCHEDULE POLE NO. CITY ID NO. STATION OFFSET MOUNTING HEIGHT ARM LENGTH COMMENTS 1 26548 1 +25 22'R 25' 8' ROAD 'B' CENTERUNE 2 26568 5 +75 22'R 25' 8' N.E. 4TH PL CENTERUNE 3 26588 4 +65 27'R 25' 8' N.E_ 4TH PL CENTERLINE 4 26606 3 +35 22'R 25' 8' N.E. 4TH PL CENTERLINE W/ PHOTO CELL 0 � w m a y � rc '- z Tire- a: /- jip l-/ INSTALL LIGHTING FOR APPROVAL i$g GENERAL NOTES m FR 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS AND THESE PLANS. 2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE EXACT LOCATION WILL BE ESTABLISHED BY THE S I I ENGINEER IN THE FIELD. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE - N 88' 4'39°"'; W 327 -7 _ 3. INSTALL ALL STREET UGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT 1800 -424 -5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 WHERE NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST GRADE OR DUALITY: 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS AT THE EARUEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. 0 d' W THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILTTY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL COORIDINATE THE WORK WITH THE UTIUTIES THROUGHOUT THE PROJECT. I ' yyb 2 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING j I 1 UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. E 13.7 S WATER '- 1 EAMENT SE 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (277 -5570) FOR INSPECTION PURPOSES, 24 HOURS BEFORE p 8 COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. 1116!— 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. I s 9. ALL CONDUIT COVER SHALL BE 24 INCHES. 0 � w m a y � rc '- z Tire- a: /- jip l-/ INSTALL LIGHTING FOR APPROVAL SERM E CABINET ? 0 FR - . --T- -- _� .E. 4TH PL --. _ - - -- I I before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE - N 88' 4'39°"'; W 327 -7 _ EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1800 -424 -5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 CO , T _ 2 9_ -icy SCANNED FEB 15 2002 ,\ ITO PSE POWER SERVICE I 1 13.7 S WATER '- 1 EAMENT SE . p 8 1116!— s• ri i-'-5' PRIVATE I STORM DRAIN ii 1­5 WRTEk EASEMENT n 1 w f EASEMENT .GPI.! I L1}I �; � � � - � SCALE 1" it II .. ro I 23.3' .�-. 3� 3 1 w 1i< I ZD I i Z 33 1' —� 22.3' '. —10' PRIVATE DRQNT! 1 i 1 NV 18" 1- 1 1 I 6CONC I I I I \ T1 1 T T T T I - WV -46724 18' WATER I EASEMENT I t' ., -.__.. _. i __. i - EX. C8 -� RIM = 486.10 18" IE= 483.60 TRIM= 489.27 18" a85.s7 q= T T . ' 88'21'23' W' 1 ". �:.327.Z -(.-._ T "_C- �"' r.�C- T '.`-� -- ( - -- - T ', T ;. T T —� APPROXIMATE LOCATIO)7 EX �_A "�SO - -' -- -SS APPROXIMATE LOCATION EX. 24" 2+00 -- I -�- SANITARY SEWER -SS SS L SS SS- I IBS ��S 'SF—SS--- 3 +JO I -_�— 00 __ EX_ 12 -ADS- - _ -- _ ___ INV= 465.P8 5 +00 EX SSMH I ASS —.-- _- - _ .I- _; _ SSr - -$S. 7 +00 I 8 +00 _ — RIM = 471.63 INV= 456.00 (24 "E) N.E. 4TH ST. (SE 128TH ST) -- - - - -- EX SSMH RIM = 491.8+ INV= 476.67(24 "E) 7.2005' ®r RECOMMENDED FOR APPROVAL �I L ? 0 FR AVOID CUTTINC UNDERGROUND UTILITY LINES. IT'S COSTLY 137(P1RE5 11/30/02 BY RECOMMENDED FOR APPROVAL rsT6iE° BY 1 //-7-10/ S7ONAL ' BY AVOID CUTTINC UNDERGROUND UTILITY LINES. IT'S COSTLY 137(P1RE5 11/30/02 BY Call NOTE: UNDERGROUND SERVICE (USA) before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®p9• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1800 -424 -5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 CO , T _ 2 9_ -icy SCANNED FEB 15 2002 I � x I=mo LL a H d 0 O _ n W Z Z_ CD o Q Z z N J Z J O — V) 0 Q �o a� o o Z y c 00 Zw U ry �E a m so b Viz= N II 3 N Yom( TYPE M -C -11! H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE FED LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD DEK ELECTRICAL SERVICE CABINET — — _— — PVC CONDUIT (SEE WIRING SCHEDULE) B TYPE 1 JUNCTION BOX WITH CONCRETE PP WIRE NOTE OCONSTRUCTION NOTE GENERAL NOTES 1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SUR\ MEASURED, SHOULD BE CONSIDERED APPROXIMAT ANC CONSTRUCTION NOTES OINSTALL JUi CT ON BOX (TO BE PROVIDED BY OTHER UPSWEEP LOCATION ROUTE NEW CONDUIIT TO JUNC CONDUCTORS PER WIRING SCHEDULE. (Z STUB OUT AND CAP CONDUIT 2' BEYOND END OF SI 3O INSTALL FOUNDATION AND ELECTRICAL SERVICE CAB'. CABINET AS #0049. ROUTE EXISTING AND NEW ILLC CONNECT TO BRANCH CIRCUITS 1 (EX.- MORGAN COL OCOORDINATE WITH PUGET SOUND ENERGY (PSE) FOR ENTRANCE CONDUIT AND CONDUCTORS TO ELECTRIC SERVICE CONNECTION. POLE SCHEDULE POLE N0. POLE ID N0. POLE STREET I I LOCATION POLE OFFSET L WA 1 26588 N.E. 4TH PL. 4 +47 23' RT. 1 2 2656B N.E. 4TH PL. 6 +22 Z' PT. 1 3 2654B ROAD "B" 1 +12 23' RT. 1 WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS PVC 2 - #8, 1 - #8 BARE, 1 2 2" PVC (SCHEDULE 40) 4 - #8, 1 - #8 GREEN, 3 1.5" PVC (SCHEDULE 40) 3 - #2 4 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN 5 1.5" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 6 1.5" PVC (SCHEDULE 40) H 1EHERMAN TRAIFFIIC ENGII 15324 Southeast 1 33rd Court, Renton, Washington 98059 425- 277 -1740 tel. 425- 277 -5718 fax hte @attbi.com By BY PORTION OF S.W. 1/4 OF SEC. 11, TWP. 23 N., RGE. 5 E., W.M. DATE DATE /1- to -c-s- DATE APPROX. STA. 6 +43 - EXISTING 290 'WATT, M -C -III 25' MOUNTING HEIGHT 3 +00 ON UTILITY POLE 4 +00 5 +00 6 +00 I— 7 +00 APPROX. STA. 2 +64 EXISTING 400 WATT, M -C -III 40' MOUNTING HEIGHT N.E. 4TH ST. APPROX. STA. 4 +79 EXISTING 400 WATT, M -C' -111 APPROX. SITA. 6 +96 �- 40' MOUNTING HE, ICHT EXISI,TING 400 WATT', M -C -1111 40' MOUNTING HEIGHT CANN €a'M AR 2 8 S , 2003 iF is G _, r ni 4I II I �k ' dill fi`Gk �llHIM i III I I I I I :i 11 n i� � €Ir � III ' � � � I, �I " F �lI C I � a l T i ' w I 11 „ I III D, I�