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HomeMy WebLinkAboutT-185802R/W LINE SIDEWALK CURB RDWY. CURB SIDEWALK R/W LINE IVEWAY TYPICAL PLAN VIEW ,T) i 1 L Trenc:. location nol to scale TYPICAL STREET CROSS SECTION TYPICAL LIGHT BASE AND JUNCTION BOX LOCATION C- :. D - Z -87 ;o i I I i I 23' 3' SHAFT DETAIL SHEET---.? Sized as required 2 N-P.S. � /SLiPFITTER T2e 4;/' O. D. .188 WALL BRACKET 5 9" ALUM, ALLOY 6063 -T6 1/2" B N C LOCKBOLT ��- GR. 18 - 8 S. S. \ FLUSH JOINT \- 4�/Z"O.D. TAPERED ALUM.POLE ZA88 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 30'0 .. IIII i I I" TO 12" BOLT CIRCLE / 4 1/2" OF (4) I" BNC GAL V. STL. / BOLT ABOVE ANCHOR BOLTS WITH dJp GRADE EC NUTS AND WASHERS 4 CONCRETE B ODD 151 HANDHOLE PAD 4'x 6" OPENING GROUND LUG W/COVER AND �I f S.S. SCREWS 1 6 BASE FLANGE ALLOY 3E6 -T6 WITH BOLT DETAIL COVERS a S.S. SCREWS?" SHEET R7 STANDARD 30' DAVIT POLE TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7'0" L VAR. 3' t6 MIN. 11, H6" — — — — — — — - , /1 FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B° CONCRETE PAD 3'O' 30 I I I I FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I4' 0" 3' O" I I I i I I I I FRONT VIEW SIDE VIEW DETAIL SHEET '/3 • �Ev /D - 2 -�7 JUNCTION BOX— TYPE I \� s `_/!6" GALV. STEEL IVER PLATE -IAMOND PATTERN) I I 22 I A B A I B N a If -46 GALV wrWcLDED WIRE LOOP GALV.STEEL FRAME ANCHORED IN PLACE (DIAN"OND PATTERN) .F - r SE .TION A -A SECTION B-B '� ✓ ✓n- z -87 DETAIL SHEET - T'lvl,WL Li6�T /NC7 0NOEPWOUNV v YSTEM V TD LUM /N,4 /RE TYP /GAL_ pES!G ✓l 8 "' G/UA%GT /OeV $L71 FL/SE ,'TS y -M /y QUJGrY AJSGO/✓/✓EGT � ,D,?A /N L/OL E /D AMP /1I/LJNE Fl/SE K/T.S -S "E -G OREOUAL 7ai00FCOf/GPETE FOU.UDAT /OAr TO SPL /!C 1<17-,S 6E LEVEL W1711 G•LEAfZ E,oOXYSPLl6c GP,DUJ ✓C3 LU6 I 7-010 7FS/.OEWALK /G'TS ON ALL 711,,QL/ Z `flr✓ GC'OUT i o.7 CU,Pi3 N ✓ /RE KC/f1S 'I �U / ✓.CJ"'- 'LEd9Sc ¢„ r � I 5 II GOUDPETE If _ u B 6AQE i' I II EPDUNO/' ✓ /QE I Wr �GiPOUN,CJ I fl I II Jj! iit it II 4' ( I 1 2- CS /ZE.O AS i� CO �U/T iI - I I 1?V1CIT/NG BYSTE1y i i �vieEs To GONTAGTG.C' I S� � 8 " GONGIZETE GOPPF� GLAt7 FGUNOAT /ON �PEt�io -z -87 - ,GZ�TA�L SN,ES �� CONCRETE PAD DETAIL LIGHTING STANDARD 8 JUNCTION BOX r 7' 3 cp JUNCTION BOX STREET LIGHT POLE Pt AN VIFW .o- lid , - -•_- SIDE VIEW .. �r k c° INDIVIDUAL JUNCTION BOX PLAN VIEW Ja- Z -87 DEEP NOTE: CLASS '113' CONCRETE TO BE USE IN CONSTRUCTION OF PAD .t�ETAJL Sh!�r74s5 I T 04 /07 L U M I N A I R E S C H E D U L E G E N E R A L NOTES POLE CENTER - 1- ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THESE PLANS. LINE CIRCUIT POLE LUMINAIRE POLE LOCATION LOCATION NO. ID- NO. REMARKS 2. THE LOCATIONS OF FEATURES SHOWN ARE 1 MONROE AVE. SE 0 +85 28.5' RT. 1 3534 C PHOTOCELL ON TOP 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 N/ 1 R I N G SCHEDULE MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. RUN NO. CONDUIT CONDUCTORS 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL 1 1.5' PVC SCHEDULE 40)'- 2 - #8, 1 - #8 BARE, 3 #14 PHOTOCELL ( (PHOTOCELL) AT THE EARLIEST POSSIBLE DATE - Q2 2-PVC (SCHEDULE 80) 3-#2 (SERVICE) 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY � AGENCY REQUIREMENTS - THE CONTRACTOR / 3 \ 1.5" PVC (SCHEDULE 40) 2-#8, 3#14(PHOTOCELL) SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 4a HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK Q 1.5" PVC (SCHEDULE 40) 125° NYLON PULLSTRING WITH THE LMLIi IES THROUGHOUT THE PROJECT- L E G E N D 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES- THE STANDARD 30' DAVIT POLE WITH 8' LUMINAIRE ARM, CONTRACTOR SHALL NOTIFY THE AFFECTED TYPE M -C -III FLAT LENS LUMINAIRE, AND 150W H.P.S. LAMP UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE- 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF N ' CONCRETE PAD LIGHT BASE AND JUNCTION BOX TYPE 1 RENTON TRAFFIC ENGINEERING DIVISION (PHONE 235 -2620) FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL Q JUNCTION BOX TYPE 1 WITH CONCRETE PAD BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. 9- INSTALL STREET LIGHT CONTACTOR CABINET AT - -- PVC CONDUIT (SEE WIRING SCHEDULE) STA 1 +55,24' RT. 15ir ® STREET LIGHT CONTACTOR CABINET AND FOUNDATION 9. INSTALL CONDUrr AND SERVICE CONDUCTORS �� EXISTNG WOOD POWER POLE, EXISTING TRANSFORMER AND FROM STREET LIGHT CONTACTOR CABINET TO EXISTING WOOD POLE WITH EXISTING `% - }� EX STING LUMINAIRE TRANSFORMER AT STA 2 +10, 19' RT. INSTALL 90 + EXISTING STREET NAME SIGN DEGREE ELBOW AND 10' OF CONDUIT ON POLE. FURNISH 20' OF CONDUIT AND WIRE FOR OTHERS AND COORDINATE : -`••H:���•■s F,y ti INSTALLATION BY SERVICE CONNECTION WITH POWER COMPANY- y�o OFF jj ©� RECS ,MENDED � `� CITY OF RENTON FOR, APPROVAL !YJ i DEPARTMENT OF PUBLIC WORKS 33s,° CCU at`! MONROE AVE. SE /69 7 •�,,� a►t AT MAPLE VALLEY HWY. (SR -re ;M T 04 /07