Loading...
HomeMy WebLinkAboutT-31101N I N o a < ° o a T N.E. JrT STRE� -T CHANNELIZATION AND ILLUMINATION PLAN H _ - — NW 1/4 OF NW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY WASHINGTON O LEFT TURN MARKING 8.03 2% AND Z 1.040, DC L 0 \ 20\\ 40 BO EX. TE.LEPHON1 O F /� QLL N R� n o o < NEW PAVEMENT ^ N SET IN PLANTER J O _ ° Go ----------------------- - - - -- -�-- - - - - -- - - - - - -� ------------------ - - - - - -- - -- - - - - - -- N ORTH I AT 4.5' FROM BACK a Z W - - -- _ 10 +00 11 +00 • , u----- - 12+00 13 +00 Qo O m F i e _ v CO 1�+ C / - - —� ------------------------------------ ------------------------------------------------------------ 54' RIGHT OF WAY N W' W Z N - - -- _ - - -- gy ms r . ___ _____ ____ ___ _____ _ _- �(I N. t yQi ! I sE izem k i L I 5'E i 32nd R PROPOSE! r *' G Py , 169 I • 0FTY uW 4ST 4TH STREET -0� - -- - -- - - '� -- j — —� — 21 +00 9 Z � � I " , a UNION _ _ - -- - - -- - - -- - -- W 7C STATION BROWN BEAR, , .., -= - -- __ -_ - -- -- - - -- - - -- - -- - - - ____ -_ _ - - I 'f T r - a Y CAR WASH T7 H J Z PROPOSED 5 N 4 , ® — RIBERA -BALKO -- ----------- w „ a O 3 �; V ^' o ..DEVELOPMENT � — k- - - -- E-' a CHANNELIZATION TABLE: h o —o \ E-4 I OFFICE 1 r 1p"1 No. COMPONENT REFERENCE s w .s O1 APPROACH LINE 8.02 g v m 02 RIGHT TURN MARKING 803 SIGNAGE NOTES- 1). INSTALL -STOP SIGN" (R1 -1) AGAINST THE SOUTH EDGE OF SIDEWALK. EDGE OF SIGN SHALL BE AT LEAST 2 -'0" FROM FACE OF DRIVEWAY VERTICAL CURB. 2). INSTALL "RIGHT TURN ONLY" SIGN (R3 -5R) UNDER STANDARD SIGN, GROUND CLEARANCE FROM BOTTOM OF SIGN (R3-5R) SHALL BE AT LEAST 6' -0 ". 31. INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R3 -7R) ON LUMINAIRE POLE 10 CLEARANCE FROM BOTTOM OF SIGN SHALL BE AT LEAST 7' -0". I EX. OVERHEAD' 6' 6' LUMINAIRE a c O LEFT TURN MARKING 8.03 2% AND 0 ® LANE LINE (C CURB) 8.02 - VARIES t —r r� r Te l III I I CT I I I I I I I_I III 111 11' I-u r I ll I I Il f TF T I-I I NOTE: O STOP LINE 8.03 EX. TE.LEPHON1 FOR 6' WIDE CURB RETURN DATA: o am < NEW PAVEMENT _I -1 -' SET IN PLANTER NE 4th STREET / RIBERA -BALCO ACCESS REMARKS AT 4.5' FROM BACK WITH STREET LIGHTS OF LUMINAIRE BASE ° Qo CORNER PC STA. PT STA. RADIUS 42' RIGHT OF WAY 54' RIGHT OF WAY ® 16 +48 16 +73 25' 318116- 167181 SE 17+07 17 +32 25' 16 +52, 39.0' LT M -C- III -200 EX. 30' EXISTING 12' TAPER DATA: 318116- 167197 (1) ® 17 +98, 39.0' LT CORNER BEGIN END LENGTH TRANSITION RATE IX. 30' EXISTING ” EXISTING T1 15 +03 16+03 100 12 8.33 30' EXISTING 12' EXISTING 316116- 167236 (1) ® 17 +18, 46.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4030 H (3) CITY OF RENTON 18+23, 46.0' RT M -C- III -400 A 40' STANDARD STANDARD PLANS: CITY OF RENTON i o. (3) ® SHOWN ON SHEETS Si nd SL3 A T9L No. TITLE: STANDARD 6' CITY OF RENTON 4034 H �� 4� pF W A Sy rj, ® 13 +93, 34.0' RT M -C- III -400 A 40' JR -02 STANDARD 30 FT. DAVIT POLE CITY OF RENTON 4040 H (4) JR -05 MAST ARM WIRING DETAIL M -C- III -400 A 40' STANDARD a Do m y IL ¢a P �F 9 C STERF� JR -06 TYPICAL LIGHTING UNDERGROUND SYSTEM 16 +08, 46.0' RT SSXONA L ENp\ A 40' o JR -07 CONCRETE PAD DETAILS 4044 H (4) EXPIRES 6 -23 -06 JR_Og STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION o N o d x a a a m JR -10 STREET LIGHTING CONTACTOR CABINET SCHEMATIC J2 JR -11 TYPE IT SERVICE CABINET = Z o JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS N g� Ld EL JR TYPICAL CONCRETE PAD DETAILS -36A w < g z. JR -36 JUNCTION BOX DETAILS Q 'Co 1714 CV p 0W O N 00 DO N 1714 - r § C"') v NI� N Q I I z '' LEGEND" r 0 0 o Z N c�14 z Z in .-..� w �— PROPOSED STREET LIGHT i N_ IN Z N N -J � EXISTING STREET LIGHT � Y v v 5 N ON STREET LIGHT POLE 0 00 Of L EXISTING STREET LIGHT ON PSE POWER POLE � v 4,0 N' W w w '�� Sd� m PROPOSED TYPE 1 J -BOX a a a V 9 2 EXISTING TYPE 1 J -BOX vwi ui vi z EXISTING TYPE 2 J -BOX w =° ir W oc _ - - -- PROPOSED CONDUIT 'I v ,4 - - EXISTING CONDUIT Cool C=° EXISTING SERVICE CABINET Z SIGNAGE NOTES- 1). INSTALL -STOP SIGN" (R1 -1) AGAINST THE SOUTH EDGE OF SIDEWALK. EDGE OF SIGN SHALL BE AT LEAST 2 -'0" FROM FACE OF DRIVEWAY VERTICAL CURB. 2). INSTALL "RIGHT TURN ONLY" SIGN (R3 -5R) UNDER STANDARD SIGN, GROUND CLEARANCE FROM BOTTOM OF SIGN (R3-5R) SHALL BE AT LEAST 6' -0 ". 31. INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R3 -7R) ON LUMINAIRE POLE 10 CLEARANCE FROM BOTTOM OF SIGN SHALL BE AT LEAST 7' -0". I EX. OVERHEAD' 6' 6' LUMINAIRE POWER LINES PLANTER WALK 2% AND - VARIES t —r r� r Te l III I I CT I I I I I I I_I III 111 11' I-u r I ll I I Il f TF T I-I I NOTE: � N101 EX. TE.LEPHON1 FOR 6' WIDE DIST -WATTS CABLE LINES PLANTER CENTER POLE BASE TO BE < NEW PAVEMENT _I -1 -' SET IN PLANTER TYPICAL ROAD SECTION (NE 4th ST.) 4.5' TO CENTER REMARKS AT 4.5' FROM BACK WITH STREET LIGHTS OF LUMINAIRE BASE M -C- III -250 OF CURB 30' 42' RIGHT OF WAY 54' RIGHT OF WAY EXISTING 41" 12' 6' 6' LUMINAIRE 13' 11' 612 6, 11' 12' . t ! t# 6" PLANTER WALK 2% AND - VARIES t —r r� r Te l III I I CT I I I I I I I_I III 111 11' I-u r I ll I I Il f TF T I-I I =I I� -I -I II LJ l I I =ii'111 ��� --�„ III I I -I I I I I-I 1111 111 1= IN I STATION DIST -WATTS 4" THICK CONCRETE SIDEWALK < NEW PAVEMENT _I -1 -' 24" MIN. COVER TYPICAL ROAD SECTION (NE 4th ST.) 4.5' TO CENTER REMARKS T FROM WITH STREET LIGHTS OF LUMINAIRE BASE M -C- III -250 BACK OF CURB BACK CU SCALE: 1 " =10' LUNAI WRE SCHEDULE: LUMINAIRE TYPE III NUMBER STATION DIST -WATTS CIRCUIT I HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS C. 1) 14 +97, 39.0' LT M -C- III -250 EX. 30' EXISTING 12' EXISTING 318116- 167181 (1) 16 +52, 39.0' LT M -C- III -200 EX. 30' EXISTING 12' EXISTING 318116- 167197 (1) ® 17 +98, 39.0' LT M -C -III -200 IX. 30' EXISTING 12' EXISTING 318116 - 167212 (1) (2) ® 20 +53, 39.0' LT M -C- III -200 IX. 30' EXISTING 12' EXISTING 316116- 167236 (1) ® 17 +18, 46.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4030 H (3) © 18+23, 46.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4032 H (3) ® 19 +28, 46.0 RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4034 H (3) ® 13 +93, 34.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4040 H (4) 14+98, 34.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4042 H (4) ® 16 +08, 46.0' RT M -C- III -400 A 40' STANDARD 1 6' CITY OF RENTON 4044 H (4) REMARKS: (1) EXISTING LUMINAIRE ON EXISTING PSE POWER POLE TO REMAIN. (3) EXISTING LUMINAIRE ON EXISTING LUMINAIRE POLE TO REMAIN. (2) POWER SOURCE (4) NEW LUMINAIRE ON NEW LUMINAIRE POLE. MATCH E5 -E7. CONSTRUCTION NOTES: O INSTALL LUMINAIRE, FOUNDATION, POLE, MOST ARM, FIXTURE CONDUTFAND JUNCTION BOX PER CITY OF RENTON STD. PLANS JR-D2, JR -05, JR -06, JR -07, JR -35 AND JR -36A. SEE SHEETS SL2 AND Sli LUMINAIRE AND. POLE SHALL MATCH EXISTING LUMINAIRE E5-E7 ALONG POST OFFICE FRONTAGE. PLEASE REFER TO BCE DESIGN REPORT DATED APRIL 14, 2003 FOR LUMINAIRE CATALOG CUT SHEETS. EXISTING SKYLINE ELECTRIC SERVICE CABINET TO REMAIN. O EXISTING PSE POWER POLE MOUNTED LUMINAIRE TO REMAIN. ® EXISTING PSE POWER POLE TO REMAIN AND SERVE AS POWER SOURCE FOR PROPOSED ILLUMINATION. O ROUTE CONDUIT TO EXISTING LUMINAIRES TO TIE PROPOSED LUMINAIRES N1 -N3 INTO EXISTING ILLUMINATION SYSTEM. © EXISTING LUMINAIRE AND LUMINAIRE POLE TO REMAIN. ( EXISTING PSE POWER POLE TO REMAIN. File: P: \07000s \7546 \engineering \7546- CH.dwg Date /Time: 04/21/2004 14:08 Scale: 1 =40 bwollaston Xrefs: z7546- s,z7541z7546- b,z7546s2,z7546 -wet, 27Z GENERAL NOTES: 1. FdOITOME RIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED APRIL 14, 2003: 2. FUNCTIONAL CLASSIFICATION OF NORTH EAST 4th STREET IS COMMERCIAL PRINCIPAL ARTERIAL 3. ALL STREET LIGHTING SHALL BE IN ACCORDANCE WITH CITY OF REIM S,INDARDS AND SPECIFICATIONS. 4. CONDUIT RUNS IN BACK OF SIDEWALK SHALL HAVE 24" MIN. COVER. STREET CROSSINGS SHALL HAVE 30' MIN. COVER 5. TRAFFIC CONTROL PLANS SWILL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY DMEER. 6. ALL BMW AND PROPOSED UTILITIES SWILL RUN UNDERGROUND ALONG SITE FRONTAGE 7. MINIMUM AVERAGE MAINTAINED 2.03 FC ( AGGERED)PROVIDED ILLUMINATION: 00 FC MN. REQUIRED PER PER CITY OF RENTON STANDARDS. 8• MAXIMUM UNIFORMITY RATIO 4.00:1 (1 SIDE), 2.54 (STAGGERED) 0.00:1 MAX. REQUIRED PER CITY OF RENTON STANDARDS. BREAKER SCHEDULE: SERVICE MAIN I BRANCH CONTACTOR REMARKS AND CIRCUITS BREAKER BREAKER AMPS AMPS AMPS SERVICE 100 CIRCUIT A 30- 30 ILLUMINATION CIRCUIT B(SPARE) 30 30 ILLUMINATION CONDUCTOR SCHEDULE: RUN ® CIRCUIT CONDUCTOR CONDUIT REMARKS ® A EXISTING EXISTING EXISTING ILLUMINATION A 3 No. 6 2` PVC SCHEDULE 80 ILLUMINATION A 3 No. 6 1 1.5' PVC SCHEDULE 80 ILLUMINATION E Dot. Data %Zz by Dds CHAN" end ILLLM SKEET SL1 v r SCANNED OCT OR— z6ft b t Ltd z m 0 W m