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STREET LIGHTING NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF TRENTON STANDARD SPECIFICATIONS AND THESE PLANS. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOTED ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR DUALITY. EXCEPT AS NOTED. 4. THE CONTRACTOR SHALL SUBMIT A REOUEST TO THE CITY OF RENTON FOR FATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5, ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE T7 EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON TRAFFIC ENGINEERING DIVISION (PHONE 235 -2631) FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. B. INSTALL CONDUIT AND WIRING PER WIRING SCHEDULE FOR LUMINAIRE NO. 1 TO EXISTING JUNCTION BOX AT APPROXIMATE STATION 4.55 (ABERDEEN AVE. N.E.). SPLICE 2 #8 WIRES TO EXISTING CIRCUIT A WIRES IN EXISTING JUNCTION BOX EXISTING ABERDEEN AVE. N.E. SERVICE CABINET IS LOCATED AT APPROXIMATE STATION 6.15,LT, 9. EXTEND EXISTING CONDUIT AND WIRING PER WIRING SCHEDULE FOR LUMINAIRE NO. 2. SPUCE 2 - #8 WIRES TO 2 - #8 WIRES FOR CIRCUIT A -1 BY OTHERS. EXISTING SUNSET BLVD. N.E. SERVICE CABINET IS LOCATED AT APPROXIMATE STATION 56.50,RT. GENERAL NOTES 1. All work and materials shall be in accordance with the latest edition of the City of Renton standards and specifications. 2. Prior to any construction activity, the contractor shall schedule and attend a pre - construction conference with the City of Renton Construction Inspection personnel. 3. A copy of these approved plans must be on the job site whenever construction is in progress. 4. All site work improvements shall be constructed in accordance with these approved plans. Any deviation from these plans will require prior approval from the owner, engineer and appropriate public agencies. 5. It shall be the sole responsibility of the contactor to obtain street use and any other related permits prior to any construction activity. 6. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locators shown and to further discover and avoid any other utilities not shown hereon which may be affected by the implementation of this plan. The contractor shall contact the Underground Utilities Location Service (1- 800. 424 -5555) at least 48 hours prior to construction. The owner or his representative and the engineer shall be contacted immediately if conflicts exist. 7. All earthwork under paving to be used by vehicular traffic shall be compacted to at least 95% of the maximum dry density per A.S.T.M. D- 1557 -78 (Modified Proctor). 8. Any open cuts of existing public roadways shall be backfilled and compacted in accordance with City of Renton Standards. All cuts into existing asphalt shall be along neat, continuous, sawed lines. A temporary cold mix patch shall be placed immediately after backfill and compaction. The existing surfacing must be replaced in kind (or 4 inches of compacted Class "B" asphalt concrete, whichever is greater) within 30 days of temporary patching. The contractor shall closely follow requirements of the Right -of -Way Permit -- specifically, allowable working hours, detour and warning signs, and notification of road alterations to the Police and/or other emergency services. 9. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in Connection with the performance of work covered by the contract. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of the W.S.D.O.T. Standard Specifications 1 -07.23 - Traffic Control shall apply. 10. The contractor shall keep off -site streets clean at all times by sweeping. Washing of these streets will not be allowed without prior City of Renton approval. Ly1MINAIRE SCHEDULE POLE MOUNTING POLE LUMINAIRE CENTERLINE HEIGHT I.D. NO LOCATION -!L-- NO, REMARKS 1 ABERDEEN AVE. N.E. 1 -60, 29.5 LT. 35' 3712C CIRCUIT A 2 SUNSET BLVD. N.E. 61-23,21* LT. 30 3156C CIRCUIT A -1 WIRING SCHEDULE RUN NO. CONDUIT 1Q 1.5' PVC (SCHEDULE 40) /2 1.1 PVC (SCHEDULE 80) AEK 5.5' PVC AIX 1.5' PVC A$ EX 1.5 PVC EX 2' PVC A6 2" PVC (SCHEDULE 40) CONDUCTORS 2 - #8, 1 - #8 BARE 2 - #8 EX 248, EX 148 BARE EX 2- #8 248 (WIREBYOTHERS) (FUTURE SIGNAL INTERCONNECT) 1 /8' NYLON PULL CORD (FUTURE SIGNAL) LEGEND Remove Existing fogline. OConstruct double yellow centerline (see below; O3. Construct 18" wide stop bar. OConstruct new edge of road line. OSawcut existing asphalt. ORemove existing traffic buttons. WHITE m� i STOP LINE WHITE �T¢+ I EDGE OF ROAD LINE LEGEND STANDARD DAVIT POLE WITH 8' l DROP LENS M-B-x LUMINAIRE, AI CONCRETE PAD LIGHT BASE ANC JUNCTION.80X TYPE 1 -. eJUNCTION BOX TYPE 1 WITH COI PVC CONDUIT (SEE WIRING SCHE EXISTING WOOD POWER POLE AI j EXISTING LUMINAIRE EXISTING CONCRETE PAD LIGHT EXISTING JUNCTION BOX EXISTING PVC CONDUIT (SEE WIF F FUTURE UMINARE, POLE, CONDE JUNCTION BOX TYPE 1 BY OTHEF • • • s 0 • • & o s e c o o e • • • • • N • • e• 0 0 0 0 • e s• q3 � Q s e e s e •• ®` \e e { 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE LN 417 YELLOW TYPE 'Ild RE COMI, KERS (REFL.) n:^ fPOAFOR APPROVAL = RaPRL 16/9 / n ay By ",/j -�_L TRR NsPoRrATIOK FLR REVIEW N BY DAL TRANSPORTATION PL/ FDRACW"N EED BYDHE /EMS TE 9/26/90 • 2101 112th AVENUE N. E. SUITE 1 ROLL 179 FR 372 FTC �We zti p' V 0 ti a 05 /� Z J � � 4 s� 8 QR�E •� Uz N O TEEN Q ] M q 808 8 J W Z m U) Z Z cc > I 0 WW a Q r Iu >. 3 m n w m W �? N m a WE w W Z up C9 ®Z W e ® J W 0> O U Z Z I\ � Q 'a xn r^ v Z W = a L Q N Q y0N v az Eye � p�J `V 0) Lj LJJ le _ W (/J ` Q O u (� J h ti zt 2 o, 3 Ip w Q O t ti N O w 2 W W z U m O U Q W O y ¢ W 191 1 11 Q w ¢ C1 1 115 /7 WOOJECT NUMBE W e,9 40 SCANNED MAR 2 8 2004 G- s ^ CHANNELIZATION & STREET LIGHTING NOTES. s0 1 ALL WORK SHALL BE IN ACCORDANCE NTH THE CITY OF RENT04' STANDARD SPECIfICA770NS AND THESE PLANS. 2. 1HE LOCA17ONS OF FEA7UPES SHOWN ARE APPROXIMATE AND SHAD BE I�ER117ED IN 7HE f7EL0 SY THE CONTRACTOR AS NECESSARY. J INSTALL ALL STREET UGh'TiNO MATERIALS SHOWN ON THE PLANS, o EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE ® BEST AVAILABLE GRADE OR OUALITY, EXCEPT AS N07ED. v 4. THE CONTRACTOR SHALL SL/BMIT A REQUEST 70 THE CITY OF n RENTON FOR MATERIALS APPROYEAL AT THE EARLIEST POSSIBLE DA 7E 5. ALL WORK SHALL BE CONSISIEVT WI7h' UTILITY AGENCY REOUIREMENTS 7h'E CONTRACTOR SHALL CONTACT ALL PERT7NEVT UMITY AGENCIES 48 HOURS BEFORE COMME7VC/NG WORK, AND SHALL COORD /NA 1F 7HE WORK W7H THE U77U71FS THROUGHOUT THE PRO.IECT. WHITE 6 7HE C01V7RAC70R SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EX/S77NG UTILITIES. 71-IE CO.WIRACTOR SHALL N077FY 7HE AFFECTED UMITY COMPANY AND 71-1E CITY IMMEDIA7EL Y UPON DAMAGE. 7 THE CONTRACTOR SHALL N077FY THE C77Y OF RENTON CUSTOMER TRAFFIC ARROW DETAIL SERWOE DIWSION (235 -2631) FOR INSPEC7701V PURPOSES, 24 HOURS Ld BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNAL IT HAS BEEN EXAMINED BY 1HE ENGINEER. 8 AS BU /LT DRAWINGS NIL BE REQUIRED ON COMPLETION OF ALL PRO.1EC7S U� 0 O VIA 0 O U F- J W � 7> W O z a J o z z O z � o cn ch z� cn C-D Q BLDG D N 89'51'00" E . ' N 89'51'00" E NOTE: TOPOGRAPHY AND BOUNDARY PROVIDED BY GEO— DIMENSIONS INC. KIRKLAND. WA. Z z a� w WHITE —7 PAVEMENT MARKING NOTES z w O O Z o 1 INSTALL EDGE OF ROAD LINE (PAINT). W d W z o EDGE OF ROAD LINE DETAIL O REMOI/E EXISTING EDGE OF ROAD LINE (PA/NTJ I F+�y� o z Q 3 OINSTALL APPROACH //NE MARKERS. to W N w a :: :a :sass ®: ` 8" O INSTALL PLASI7C TRAFFIC ARROW Lu w 4" WHITE TYPE '1' % o a F�N a' 24 LINE MARKERS / 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) / o s, op I a APPROACH LINE DETAIL / y W o in vNE 4 �,. Iwo—, 6S /o' 495.33' '4� W ° J BLDG A m SL 419 ELEV. 186. i BLDG B J 378.08' GRAPHIC SCALE 10 0 ® —® J 1 inch = 20 M ROLL 179 FR 373 0 I II p co o P h � 70 59 OO Q o / 2 21 Z J Q 6 m U V a � 2 w o w o i ° m o � � N N s 9TIT x U ° "'� STREET a m 9 67ol) 3 W 0 / J o z tm ` o °oo N / 16 P4 3 le o / 7 F ED " / W me W C y y U ®m Z ¢- / o DRIVEWAY Q 1 2 0 Z h LAO-, vz/�r'fs / 7" As.AVIL % 0 ;j f • `:/ :� V.. W i y, I .o �c.: p r 000 O ••.ar e. ,; doov JOB NO. 89255 SCANNED MAR 2 8 2003 sli>rr°o,~ s C buMNED MAR $ 8 203 '" OP 7- ROLL 179 FK i `y4� C! 9 / sr 'v` o z z 9/ � Sal a LJ co a z� z WIRING SCHEDULE s A 6 a W =o °D RUN NO. v CDNDU /T CONDUCTORS /REMARK J" PVC (SQVM1 E 40J 2 > BARE -P Sr,' LEGEND .�, s+s� s 6 6 O << w N rj� © 15 Y0 (SLY/EDM.- 4D) 2,e 2- PVC (SOVEDULE 40J FUTURE SYMAL IN7ERCONNECT LUMINAIRE SCHEDULE a OF ROB C TYPE M -S - /// H.P.S. LUMINA /RE, ARM AND j { -" _`' R+' ° w `� 1.5- PPC (SQYEMILE 80) FUTURE STREET LIGHT 2- PVC (SCHEDULE 80) ff/7URE SYGMAL INTERCONNECT LUMINA /RE POLE TO LAMP H06WT MAST CYRMIT POLE 49.. ALUMINUM DA NT STYLE POLE NUMBER LOCA770# CL OF POLE WA7TAGE ARM NO. CONL)?E7E PAD LIGHT BASE AND TYPE 1 ✓UNC710N 80X 6 ��� m �` 1.5- Pl2' (SLY/EDULE BOJ 2 � 2- PVC (SD5'EDULE 80) FUTURE SYGNAL INTERCONNECT 1 SB•! -85 31.5' LT 150 30 10' _ _ _ 6 PVC CONDUIT (SEE MR /NO SCHEDULE) A -1 37000 z © 1.5' PVC (EX/S77NG) fU7URE STREET L/G)VT 2' Pl2 (EX/S7lNG) FUTURE SYG>VAL INTERCONNECT 2 60111 FUTURE 57140 31.5' LT 150 30 10' 21' LT 150 30 10' A -1 37020 ® EXISTING STREET LIGHT CONTACTOR CAB /NET AND FOUNDA77ON A -1 31540 F w a 1.5' PVC (EXISTING) 2 FUTURE 61,123 FUTURE 62,193.5 21' LT 150 30 10' 28.5'RT 150 30 8' A -1 31560 A -1 31570 ® EY/S77N TYPE 1 /UNC710N BOX fY17H CDNL)?E7E PAD ,�ys ms's B 2' PVC (EXIS7INGJ FUTURE SYGNAL INTERCONNECT 1.5- PVC (E� /STING) FUTURE STREET LIGHT f4f7URE 64,1555 EX/S71NG 66142.5 21' LT 150 30 10' 285' RT 150 30 B' A -1 3158C A -1 31590 6a EX/SANO LUMINA /RE, CONCRETE PAD 6 -El LIGHT BASE AM 77RE / AJ0770W BOX / a LL 4 q - z L A �j 1.5 -PVC (2MS7INGJ EX.2 #e8�EX.3 # /4(PHOTOCELLJ, EX. 1 #8 BARE }�{� FUTURE LUM /NA/RE CONG4E7E PAO8� # 2 / a z 3' PVC (EX/S77NGJ EX 4 EX 314 (PH07t7LLZL), EX 1{ 6 BARE ?� T UG VT BASE AND TYPE / ✓U0770N BOX C a � ® Q1.5 1.5' Pl2' (EX/S77NG) ABANDON G'ONOU /T -PVC ABANDON CONDUIT BY OTHERS ( J = F 1 EXISTING LUMINAIRE ON UTILITY POLE / a l w � _ m (EXISTING) 2 -PVC L —o / �� H a (EXISTING) ABANDON CONDUIT _ I ff//v w/,� 61 OO I ` o m m W e a / / / � I6 m Y ® m El I � 4 « n N At 10•R \ sr • j. co m w W H oc W z o �L 9 N m co / C 14iu r; fG i -pie HO EPO TO E Pp2..�•!tR'L�-.fi��ZQ90 P� 0 � �v / RED CA OF AS & BALYCFi 1 REMOW EX. ✓UNCTION BOX / E Z a W EMSMG y / = DRIVEWAY � ` H E !FE1��1 O 3 �c Sa j - DD Q - `/ W ..C4 M E tee. 'ye, e ti d3 'apE ° r , I••1 ' ! � Ft V2 AL w'/ ®RA � o GRAPHIC SCALE 'NC rA =y S e F 1K Fjxr I luoh =2D fL ACRD ME DAIS " ^° 8 -15 -90 �Yil•�� .a J09 N0. 89255 buMNED MAR $ 8 203 '" OP 7- ROLL 179 FK i `y4� C!