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HomeMy WebLinkAboutzT-3838Set� w z 0 C) w r LJ C) ryNN W W U Z w LLQ 0 a Q U) 0 3 U a Q v rn i N U L5 0 a E 3 O 0 i 0 Q z Lv J Lz_ 77EXTRUDED CURB NOTE LOCATION OF EXTRUDED CURB GAPS FOR EXISTING DRIVEWAYS AND MAILBOXES TO BE FINAL/ZED PRIOR 70 CONSTRUCTION. 1 -FOOT WIDE DRAINAGE GAPS IN EXTRUDED CURB AT MINIMUM 20 -FOOT SPACING (SLOTTED CURB MAY BE USED) PROVIDE 45' SLOPED CURB EDGES AT CURB ENDS AND CURB GAP ENDS. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. � , ! THE ENCLA VE A T BR/DL E RIDGE EX. FO SURVEYED: sis DESIGNED: YLP IrM'M/ v T LINE CHECKED: A P P R APPROVE i TIE EXTRUDED CURB INTO- NT m { 0 EX. EX. FOG LINE STOP SIGN STA. 52+35.26, 11.25' L PER MU TCD R 1 i 11. NPA T (UNDER STOP SIGN) - ' 11.00 R=,35. 00' I I 16" WIDE STOP BAR I ! 40.00 �. PER STANDARD NPA T NPA T l I STREET SIGN PER CITY OF PAN H008 NPA T NPA T RENTON STD. PLAN G013 _ y _....... • .. ..... . `::. ...- - .. . FFT TARN /A NF PFR BEGIN EXTRUDED CURB STA. 49+29.66, 11.25' L STREET SIGN PER CITY OF RENTON STD. PLAN G013 END EXTRUDED CURB - STA. 49+05.66, 11.06'L BEGIN EXTRUDED CURB - STA. 48+44.59, 9.880L END EXTRUDED CURB-� STA. 48+16.59, 9.88'L BEGIN EXTRUDED CUR \`STA. 47+96.59, 9.88' L . ENDED Cu STA. 47+86.59, ' L BEGIN EX TRUDED CURB STA. 47+ 76.59, 9.88' L END EXTRUDED CUR STA. 47+52.59, 9.88' L TIE EXTRUDED CURB IN EX. FOG LINE STA. 47+44.16, 9.88' L \ EX. FOG LINE 1-1 ZZ A. wask� dl z z / AL 1 D.R. STRUNG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 C11Y 110MA1EN15 11.13.14 AIAJ 02.13.15 2 CITY COMMENTS MA1 05.19.15 3 CITY COMMENTS I MAJ 107.13.15 4 MYLARS I MAJ07.23.15 19601 REVISION I SURVEYED: sis DESIGNED: YLP IrM'M/ DRAWN: YLP CHECKED: A P P R APPROVE SCALE: AS NOTED � ONE INCH IF- AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MUTCD SIGN R7 -2A (MODIFIED) NPA T = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: 'NO PARKING SIGN' TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE); 80' SEPARATION BETWEEN SIGNS NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS J. NO PARKING /S TO BE PERMITTED WITHIN THE TEMPORARY CUL-DE-SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. T-383801 R- 383821 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: � �� 40'w`"Date: 27 BY: Date: BY: Date: BY: Date: "R ► CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 � RENTON CHANNELIZATION AND SIGNAGE PLAN FDPAAWING b.ago„n �,y/suld,,,g/ru bn voorks eept27 U14005368 27 OF: 29 DRS PROJECT N0. 13117 A - N NIN]N A 4 i i m { 0 z U D ry CL Q_ Q L0 N N of 0 P w M Q Z w J qq— N 0 0 0 qq r— Q D I �W V 0 ry W ryN— W Q `W Q U Z W CENTER LINES • ® • • • • • • • • • ® • • • • • • • •__L4„ • • • • • • • • • • . • • • • 0 s—T 3' 30' 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL.) • • • • • • 9' 15' 3, 4 YELLOW TYPE I LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL.) TWO—WAY LEFT TURN LANE • • ® • • • • • • • • • • • • • • • M_4„ 9'*— 15' 3' 12, 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) 4" YELLOW TYPE 'I' LINE MARKERS NUMBER OF 2—WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. 0J, Ir SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL �1T Y p� ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 DWG. NAME: H001 SP PAGE: H001 SE 1/4 SECTION 14., TOWNSHIP 23 N., RANGE 5 E, W.M. THE ENCLA VE A T BR/DL E RIDGE APPROACH LINE 8::::: t=!ttlt®t U8" 3 — ` 4" WHITE TYPE '1' 24' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS OR *%w 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH 1_INE) 125'-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE :: : s 9' 15' 3' Y , , 4 WHITE TYPE I LINE MARKERS ' 4 WHITE TYPE Ile LINE MARKERS (REEL.) LANE LINE 49' 15' 3'— ev „ 4 WHITE TYPE I LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ( Two-way Left Turn Arrows A D 0 P T E D Gti G CITY OF RENTON ♦ STANDARD PLANS LST DATE:2-Oct-87 DWG NAME: HR -10 SP PAGE: H000 D.R. STRONG CONSUL TING ENGINEERS �i ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 2 3 4 NO. CHANNELIZATION MAKERS DETAIL T Y p ADOPTED CITY OF RENTON fl t STANDARD PLANS LST DATE: 04/04 DWG. NAME: H002 SP PAGE: HO02 CURB LANE LANE LANE CURB LANE _ SURVEYED: Sis MAJ CENTER MAJ CENTER MAJ 07.13.15 MAJ MAJ IN , IN ,L un CHECKED: MAJ LANE DATE LANE APPROVED: MAJ G' I- _ I zt n Mi .n 10' I L8"(TYP. 24 STRIPE ' ) - 6"M.�TYP, N. ) - g"(TYP.) OPEN LANE (TYP.) LANE 8 (TYP.) STRIPE LINE LINE 1 /,-CONCRETE GUTTER �I TIRE TIRE I TIRE TRE TRACKS TRACKS TRACKS:1 TRACKS * TYPICAL 4—LANE ROADWAY CONFIGURATION NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. 'sY PUBLIC WORKS DEPARTMENT THERMOPLASTIC/PAINTED CROSSWALK P — 127 E_7 WTE IS: D .. TRAFFIC. FLOW WHITE OR YELLOW 6" TO 8" ISLAND. W/CROSSHATCHING. RAISED PAVEMENT MARKER LANE LINES 9'-0" PER STANDARD PLAN H002 3:5 RA110 " WHITE LANE UNES 4 ch, WAD nat CITY COMMENTS 11. 13.14 Cmr COMMENTS Cmr COMMENTS MYLARS REVISION j .8=0 i.0 TT RAILROAD CROSSING MARKING MAJ 02.13.15 MA„) SURVEYED: Sis MAJ 05.19.15 MAJ DESIGNE YL MAJ 07.13.15 MAJ MAJ 07.23.15 , DRAWN: YLP ,L un CHECKED: MAJ BY DATE A P P R APPROVED: MAJ Pavement Marking Details Y ADOPTED U A CITY OF RENTON ` STAMARD PLANS N LST DATE:1-Aug-90 DWG NAME: HR -03 SP' -PAGE: A008 •.r r r I � L X TYPE A pdT MMeI�MNW,'r1 TYPE 3 liar =AW"ALT) I r r r V TYlM 4 pon Do 01-2 1 own t w,•■Nr CONNUM ir car 00000ft-M ac"n€M 01" -'/ Z &PAClMlti CW AWHpM ■Alli MW rfM 4, 4, NO 14 NM JOWM MY 41 FORM W~ MA"'nW U MiO TO iMNM.>ti ifIMMN W AnW LTi WW �Bnar 's �w • 1EXPIREs AILI SI PLAM F-10.+ a *WWI OF Ken L SWO gat - "M 040M _— T-383801 R- 383828 RECOMMENDED FOR APPOVAL BY: Date: 73� BY: Date: BY: Date: BY: Date: SCALE: uN' L: AS NOTED 1 1 1 HOR ZON ALL AD 11983/1991CITY 0F �� THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELDBOOK: RENTON PAGE: ONE INCH CHANNELIZATION AND SIGNAGE DETAIL SHEET DRAWING NO: AT FULL SCALE X11 Plan nin /Building/Public Works Dept. C28 IF NOT ONE INCH SCALE ACCORDINGLY U14005368 SHEET: OF: 28 29 C yQ DRS PROJECT N0. 13117A -NN I -P 1 OWo , T .7 v _ 7 T z Z .. , C ,L un I >m I � W 1 CA m 1 D G' I- _ zt n Mi .n I I i I i I I I -P 1 OWo , v >CD� T z i G 5 d , m un I >m I � W 1 CA m O °o m f >CD� T z i G 5 d , � m u m m m �fl i M 0 D G' I- _ zt W 17 w J U C0 = Z 0 Z ""ZO II -�0V L' 2oa s QZ� N 8 o o e W p, : : : LED LAMP WATTAGE t : o 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT n 6)/4) 35/14' 117.1 f A 156TH AVE SE 50+90 > t£ 135/60 _f... Q £ £. h £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT ul 0 : wg -••h -- w f A 156TH AVE SE 49+47 • > s t E U s I { N 5 0Nm f 156TH AVE SE 47+90 rn 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 ... 6 j s 16.5' RT 67 LED NA : .... f i : f t 116.1 7 B SE 6TH ST 12+08 ,£ 16.5' RT 44 LED NA > > 8 > B r.20 16.5' RT y NA 14' 116.1 l 1\I I f WAPATO PL SE 15+19 £' f :iR%o:.: .W;>:e £ •1 2k_ 44 LED NA 14' 116.1 10 B WAPATO PL SE 16+60 S is r 16.5' RT 44 LED NA 14' 116.1 11 B WAPATO PL SE 18+26 16.5' RT 44 LED y 14 ` 12 �t WAPATO PL SE 19+55 16.5' RT 44 LED NA 14 116.1 13 :..........::. f B SE 7TH PL 34+37 16.5' LT 44 LED t 14' 116.1 14 B : w J U C0 = Z 0 Z ""ZO II -�0V L' 2oa s QZ� N I 8 o o e W p, OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) : f £ 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT n 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 > t£ 135/60 _f... Q 117.1 £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT ul 0 18' -••h -- w (SCHEDULE A 156TH AVE SE 49+47 • > s t E s ,✓, 1 3 s I { N 5 0Nm f 156TH AVE SE 47+90 rn 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 , 6 j s 16.5' RT 67 LED NA 14' 116.1 7 B SE 6TH ST 12+08 16.5' RT 44 LED NA > > 8 > B I 40 0 40 80 scale f e e t UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND U TILI TIES MAY BE L DCA TED. FAILURE TO DO SD COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA UT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION NOTES 1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER 2 STANDARD PLAN 1172, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER 3 STANDARD PLAN 117.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. 4 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON SE 6TH ST, AT APPROXIMATE STATION 10+66, 17.5' LT, COORDINATE WITH C.O.RE ERIC CUTSHALL, TRANSP❑RTATI❑N MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN, 122.1. 5 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLL❑WING CDR STD, PLN, 120, LUMINAIRE SCHEDULE LU M. N0. POLE * ID. N0. E LOCATION GPS * COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) : f £ 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT 135Z60 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 > t£ 135/60 _f... 35/14' 117.1 £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT 60 i 18' -••h -- 4 (SCHEDULE A 156TH AVE SE 49+47 • > s t E s ,✓, 1 3 s I { 117.1 5 ............... ...... s f t f 156TH AVE SE 47+90 2.0" 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 , 6 B s 16.5' RT 67 LED NA 14' 116.1 7 40 0 40 80 scale f e e t UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND U TILI TIES MAY BE L DCA TED. FAILURE TO DO SD COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA UT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION NOTES 1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER 2 STANDARD PLAN 1172, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER 3 STANDARD PLAN 117.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. 4 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON SE 6TH ST, AT APPROXIMATE STATION 10+66, 17.5' LT, COORDINATE WITH C.O.RE ERIC CUTSHALL, TRANSP❑RTATI❑N MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN, 122.1. 5 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLL❑WING CDR STD, PLN, 120, LUMINAIRE SCHEDULE LU M. N0. POLE * ID. N0. CIRCUIT N0. LOCATION GPS * COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT 135Z60 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 PVC 25.5' RT 135/60 6j/4) 35/14' 117.1 3 2.0 isPVC A 156TH AVE SE 50+15 80 25.5' RT 60 4 18' 117.2 4 (SCHEDULE A 156TH AVE SE 49+47 1-#8 GREEN PHOTOCELL 26.5' RT 135/60 2.0" 35/14' 117.1 5 PSE POWER A 156TH AVE SE 47+90 2.0" 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 117.1 6 B SE 6TH ST 10+68 16.5' RT 67 LED NA 14' 116.1 7 B SE 6TH ST 12+08 16.5' RT 44 LED NA 14' 116.1 8 B SE 6TH ST 13+50 16.5' RT 44 LED NA 14' 116.1 9 B WAPATO PL SE 15+19 16.5' RT 44 LED NA 14' 116.1 10 B WAPATO PL SE 16+60 16.5' RT 44 LED NA 14' 116.1 11 B WAPATO PL SE 18+26 16.5' RT 44 LED NA 14 116.1 12 B WAPATO PL SE 19+55 16.5' RT 44 LED NA 14 116.1 13 B SE 7TH PL 34+37 16.5' LT 44 LED NA 14' 116.1 14 B SE 7TH PL 33+63 16.5' RT 44 LED NA 14' 116.1 15 B SE 7TH PL 32+90 16.5' LT 44 LED NA 14' 116.1 16 B SE 7TH PL 32+17 16.5' RT 44 LED NA 14 116.1 17 B SE 7TH PL 31+45 16.5' LT 44 LED NA 14 116.1 18 B SE 7TH PL 30+71 16.5' RT 67 LED NA 14 116.1 19 C SE 6TH ST 11+38 16.5 LT 44 LED NA 14 116.1 20 C SE 6TH ST 12+70 16.5' LT 44 LED NA 14' 116.1 21 C SE 6TH ST 14+22 ' 16.5 LT 44 LED NA 14 116.1 22 C WAPATO PL SE 15+98 16.5 LT 44 LED NA 14 116.1 23 C WAPATO PL SE 17+40 16.5' LT 44 LED NA 14 116.1 24 C WAPATO PL SE 18+83 16.5 LT 1 44 LED I NA 17-1 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. GPS COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE � AND DECORATIVE POLE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN SERVICE CABINET 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN 3 2.0' PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 2.0 isPVC SCHEDULE 80 4-#8, 1-#8 GREEN 5 2.0" PVC (SCHEDULE 40) 6-#8, 3-#14 1-#8 GREEN PHOTOCELL 6 2.0" PVC (SCHEDULE 40) PSE POWER 7 2.0" PVC (SCHEDULE 40) PULL STRING LEGEND LED PEDESTRIAN LUMINAIRE m 3 3 :) AND DECORATIVE POLE K 50 0 )� LED ROADWAY LUMINAIRE � AND DECORATIVE POLE ------- PVC CONDUIT (SEE WIRING SCHEDULE) � C TYPE 1 JUNCTION BOX WITH � 1 CONCRETE PAD ERE SERVICE CABINET ys M H� WIRE NOTE O CONSTRUCTION NOTE T-383803 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7R T" WAEH TfEx TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 9803r4 Phone: 425.522.4118 fax: 425.522.4311 O� AA�� w'i Sy' 251 � � /ST ER��G� ONAL �• 1 r n zo a m m I p. 0 0 � W m o C7 y� � C Z �> 1 R° bd ys M H� m Ole >m W m i t I 0 0 � W O0 m m i � n . Z 1 R° bd Z m T `1J CD I m I Oi0 In n 0 m Cn . Z M N N W a CL N 8 CA z in B U Q 4 t.: ... ..:. .........: ANCHGR BOt.TS A m SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM L v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� q- i > A'fH f L A T ,aA - S s_Efi,.) B)I BASE PLATE DETAIL 1 •' HE'r, rrl T TT EI. tD RE{;'D 24" < Q BRACKET DETAILS .a �j RAcA E PLATE.' [K. 3 A1'<f,. L0 u') FOUNDATION DETAILS CENTER CONDUIT Fn IN FOUNDATION `�- W BASE PLATE DETAIL, THIS SHEET) DE -CAL NUM&ERN 'DEIAIF RrFER #4 HOOPS 0 12" FOUNDATIO Sid ECTION Ti. CJS ,. FENT. + STI: PLAN 121 O sf r— O r— Q ; r+ TltiI , S 1, N if N 0 10 7) 7 m (n � Q a m m CV ?� W W Z Z p Q Z Z Z 0 zQ Q Q (n V) 0 > I-_ W Z Z cr_ W W :2 :2 V) :2 :2 J 00 Q U U W ft� ry p W W CL 0 LJ Q � (w 0 >> � � PAINT SP IFI ATI N LAT, ACG F IR E AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, SH INF R• A f COLOR; RAL 900 TX T ACK" 5 JE BL 18-1/4" PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL DRIVER, WTI] MAR 2" CONDUIT ON RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERI (OR APPROVED EQUAL). DRIVER PLANS n SHAi L BE INTEGRAL TO THE FIXTURE, FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 14'-0" FLUTED SHAPE, 5" DIAMETER, STRAIGHT ALUMINUM POLE (PDI5-14--81)46-RAI.9005TX-TN43) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT_ PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT. 2"x5" IIANDHOLE U C DECC42ATIYE ALUMIN M LAMS, COVER 46 CYCLONE BASE OVE BU BY C LON E (Ott APPROVED EQUAL) SEE POLE BASE DETAIL, THIS SHEET �-- ANCHOR BOLT (4) OVAL SLOTS Q t�5i ACCEPTING I"x36"x4" til GALVANIZED STEEL 4 t.: ... ..:. .........: ANCHGR BOt.TS A m SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM L v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� 1 i > A'fH f L A T ,aA - S s_Efi,.) B)I BASE PLATE DETAIL 1 •' HE'r, rrl T TT EI. tD RE{;'D 24" 8 -' #5 BARS, BRACKET DETAILS .a �j RAcA E PLATE.' [K. 3 A1'<f,. EVENLY SPACED THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS CENTER CONDUIT IN FOUNDATION `�- BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) DE -CAL NUM&ERN 'DEIAIF RrFER #4 HOOPS 0 12" FOUNDATIO Sid ECTION Ti. CJS ,. FENT. + STI: PLAN 121 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS a i 3/4" CHAMFER (TYP) 1'4' MIN BELOW GROUND, 2'-0" MIN UNDER PAVEMENT v EXTEND THE CONDUIT 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS 0 12" 8 - #5 BARS, ---- EVENLY SPACED 2 1/2" CLR -- '" MIN. BOLT FOR FOUNDATION DETAILS, SEE THIS SHEET POLE ELEVATION uECT10N �• 2 — 4 FOUNDATION DETAIL 7/8" DIA HOLE j (TYP) \f2• 1/4" STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) POLE BASE DETAIL ANCHOR 800 TEMPLATE DETAIL TOE QF FQUNQATIQN ANCHOR BOLT, 4 TOTAL, 3/4" DIA (TYP) N 3/4" HEX NUTS, STEEL (6 \�4 REO'D PER ANCHOR BOLT), FLAT WASHERS (6 REO'p PER ANCHOR BOLT) QUALANCHOR BOLT ASSEMBLYQUAL DETAILS STD. PLAN — 116.1 NEIGHBORHOOD STREET PUBLIC WORKS PROVE + + PEDESTRIAN LUMINAIRE DEPARTMENT FIXTURE AND POLE DETAILS MAL POLE 4'-0" (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R 13,5" 3.5" DIA HOLE I 6'-0" I, (LUMINAIRE ARM LENGTH) Id 16' R 22" 7` 4" OD HOLE (LUMNAtRE ARM LENGTH) ui I 30 R 30 1` 4" OD HOLE I 10'-0" in (LUMINAIRE ARM LENGTH) � 45' R 38" 4" OD HOLE I 12'-0" To (IUMINAIRE ARIL LENGTH) 60' R 46" 4" OD IIOLE LUMINAIRE ARM DETAILS MIN. 01 1/2" WIREWAY BRACKET SIDE VIEW DETAILS ROUND CAP Q t�5i ALUMINUM SHROUD til (BY MANUFACTURER) 4 t.: ... ..:. .........: MANUFACTURER ACCEPTING I'x36"x4" SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM J/ wa- v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� 1 i > A'fH f L A T ,aA - S s_Efi,.) B)I DECORATIVE. LUMINAIRE 1 •' HE'r, rrl T TT EI. tD RE{;'D LUMINAIRE ARM MOUNTING PER ANCHOR BRACKET DETAILS PUBLIC WORKS I LUMINAIRE ARM AND MOUNTING DEPARTMENT BRACKET DETAILS STD. PLAN - 117.3 A r 7 tic � A is k r ALL A::!."e!. .xa'„ r i'a t .. .. rA A .LI faG t 4,8. ",4': FL BFAK)G:i.LVAN! !. FEIS_k_.[Ht. BY r:l }':'} :`,: ad. AI AN"'Fi(^i Ff, d? D AN rr:'}'r {.. L,. \ x D:DHE SCY:E `AsRE \ i I : a: ... . ,. .. ... ... .. .. M , �1 tk A .F>>! _ ._ .. L... F. f. L • a : Y> , A,: T L2_ L �i A :' PL � 7 i ' Lt'. ., a >, z. e,. '\. , Y: 7 r,I A I ,4; :: # T rA1 J �� , RL i r l ` ` - : k....,.:.X. K I F- a. t A . r ^ 'r r A Y �. r E A'i kJ nY r r � L E. d h t> A ��. I. A`t'rR rL4 E A } R VE, R >"..:?...`piil `t{r a.. Ft' €'d It t,P.rF T It : .E ..r a.. <k :i1 "LAM rr L... ARM ttF if I N rf ; ri )ht �{ 3i,rIT>N !.! .'.. _ 8 BAR :. f•.4 ;fsj � A: ' r:, t UL # d.t. .,Lt :.. F`.A.+ 1' , ...Ee°L.Y SFA::Es.T 1,4 .I`F#. L tL.E. iN :..re>.A,i. <i'I TH,: R ti l .• : ;?t E AN' FF ET AI r' V1''It �. t 8 F S z3 til TiOP BAF INB'. BRACKET 10 #s u>' r: I r ki [:" ►.+d+v.�t fi>.i r E.4 \ It.t f! ::: :.3t :.S : i ,. tSEC f" F 8 :T -:xi „d>. JA . 1 K t • ,..: J .frit t? ta�iAi.h . 1 Fa�' Fi::l.rdlr..,i Y '..• ,L :f' -:; „' dTE.LI ..';HThr4::E\...:v W,T j nii.!E) TAT _ TA;•'v t� ` e EA, � < I Bis+Irr,R I., EI.. A! IS' E HPvt AND SH4.4 T L G PER : E P i* YT E AND t't Y'" FdT 4... . L Y ,., I.� ` f : r TR f [, 3 � YA.-ME:iT 4: ZCHAMFEP »: - f>1iBErti riHY-e f:% r °,. F ' °T`4t _ t a I t r di l i t AT '_t a E'+' 1 ' F E' 14=4 I - 1 C1Y _Y' r -i i�ipaa.-PtJ .t L 4 .. i E i 4; R.$ H. i E F. AR F.F',: PE. k.1 f T— 4 } F [.:RAL T'I bRE h.TH f R kf I+Trr'A A M LE.T �`�" " I 1 rt' B k: i f LAN j + i ' } i•i:rif II rA#Y. . x i _ SI�AF:'i tf"t l:Af E.FTdff 3#;.._......____. { N ..+ .. F:AfV I }Ig Ij tl r T ii: <? !:vE RI. AC NA;ka AkL. ARE M�DtANIED A ` it t I f„ t CiAAat-EK: Y, x. • f.. ?A. T, it: Yt# T4 rr trfvA'N fp .:. yA 'di .: 4 1v aRL f{. .fv Tt: A15;z -' TI • BANNER ER Fi )k FF tC T Ak'. 4AE i. TIf yL L{. > ! 2: i ,. i 2 . y0 I4 t! i ALL:k`fI"i.;k,! hr V i v F L ItA'rAiFi. F , f. E. _..._._... \ PLATE, I �.:�::• F A t t. RL .vF tL= r M•.,L. tdL.i_ _'ti;I 4i,Iis <iR, i vsi is t i' r .A T,r t.. id .,, Alv;. ti�i>,: ...1. .. T trTR,. i X Z :E .°tA c l 9010, 4 TU AL, I t, 4` I � A IYP3 r" 1 I ! �I _... .. R :.L r 1 :" I .A Fr R ;f+ .t RBI..' .. r' •L. „TR f YrA�s tsi ..:.:: F';R N, a . Ir• _ , POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD PLAN - 1171 P[7HLIC Wo p'" DECORATIVE ROADWAY LUMINAIRE POLE DEPARTMENT ROVE: o DETAILS 41 jCA TIE Mc HE LED TYPE ►NATTAGE 1-3/4" TO 2" 2" TO 2-7/8" 2-1/2" TO 3,. DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STD PUBLIC WORKS STREET LIGHT STANDARD• PLAN — 121 ' K + DEPARTMENT DECAL NUMBERING SYSTEM DD. �c— m A!i SPE ..t AT'•4rli A L AiM#NLIr! tUUMINkRE AN -0 PIA E RELATED PART . SHALE. B FA,: TfRY PRIMED AND FOWUFN COWED. ., t ylk PAL 9;10,z, X 3i 1 : Ae iA T:,r ' f hdltiA R' #'i'f t N ' FOUND T,.d a AR S? C TE:)N iN TAF Erg R c N TAPERED 1P''•I.E SE::'IV', itlr4 I; POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . m IE e t4' OVAL 510TS t..,,, ....::. 4 t.: ... ..:. .........: ` ACCEPTING I'x36"x4" ytI n&- )RAT E Pt ..E;TRIAN L1,14WvAIRE` ARE Mi" T" • \�, C;ALVAN;?E_D SIFF: 22 .s 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A ANC:.H i 8 LT:'_: v F L' r ! �A i t' rd }t L: At � 1:.., :Ei. ,SY:• Y' . t' � "Y'c` TZ -O • ..;:Fr%'RT f?RA:f".E.:.� ARE M;:IiN;:.� RT , x :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E :, ERV : r,: e• 1t i`:i {iTH 4 E N> .E. {. v PLAT . 1 A'fH f L A T ,aA - S s_Efi,.) B)I r.� 1 •' HE'r, rrl T TT EI. tD RE{;'D t r .LONE a R APrRL,hD iWAL) PER ANCHOR LL.:tt .a �j RAcA E PLATE.' [K. 3 A1'<f,. I THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS 1 ARM CONNE=: TI(Vi FOR Mf7diNT N ... L?A = h;rn'TI ;}: a r:: A• e• 1. ?r :h7',�. ,r H ff;,Ild i .., ii .. I�I LiriE.E J`' E I:.P:U ;.F•A E3 POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . m IE e D t..,,, ....::. 4 t.: ... ..:. .........: ` LU011MR1, A-11 III BOLI (DIA iE 22 .s S ZE TO LULLNAIRE. L}?ME TYk F. ;.EE; .UMBNAIRE YiAT A E PER FiANS 4 6K)t * :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E C 1 "277v :FN VEFSAL GP VEF. ANCHO R B.t, 4 T TAL., I' E'I A 3 A'fH f L A T ,aA - S s_Efi,.) B)I 1 •' HE'r, rrl T TT EI. tD RE{;'D t r .LONE a R APrRL,hD iWAL) PER ANCHOR F; tI f'R 5H AI. BE iri IEGRAL TO I THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS 1 ARM CONNE=: TI(Vi FOR Mf7diNT N ARM DETAILS SFE. :ATG PLAN 10,3 ti+ ;IKEA H TANCAR{ DE -CAL NUM&ERN 'DEIAIF RrFER Ti. CJS ,. FENT. + STI: PLAN 121 2 ' ..,. ..L. .,. ._ �, .. � I t BASE Lf:AME :Elf _._... ; r+ TltiI , S 1, TAPERED I:i 14" FT„ 0 •.88 WALL T t.nIAEI ,, n,,,,M;"4JM rtu L RE=NFOR E:f HArIf+D W.TH 1WA ALL ANI -HOP Et >I. T ,.. fi. Rt ; PFf' VIDES: BY Poll MANUEA,`TI�RER% "- SCEwA r OR PLANTER > F'Ft f r. E I C>A I. RAIN STF.F ,HRi,.1,.n >P-Ok` F T Ce, f A NV AT Ofl i)ETAIL S, _. SEE. THIS Sf,1.E:T POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . ARTERIAL STREET STI), PLAN 117.' PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE ' N ,� DEPARTMENT APPROVED: ' DETAIL8 F - t" CA UTIC-1N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. Y ' G'Sy-'rk 5 UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). R-383836 T-383804 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7)qaffEx TRA F,Ac7AC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 t Icon— / zt� /Qr 0 30251 F,S►S/GI ST0_18- � NAI. m IE e D i 01 ., ;,.A HC:4:, [tYv+l 1 ` BOLI (DIA iE / + S ZE TO LULLNAIRE. BAS? PI ATE. ;.,....... A+I E•I' t•y; `= 1 • l3;F , . :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E ANCHO R B.t, 4 T TAL., I' E'I A 3 TYP) ` 1 •' HE'r, rrl T TT EI. tD RE{;'D PER ANCHOR ' R FEAT WA_,tirr:`a 5 REO'. F''Et. 1a a ANL: i;R B::FI.T) x Ir 1 A` SE.,Wt' 1 Y Fi.I::.F 1:;. FOUNDATION DETAILS ARTERIAL STREET STI), PLAN 117.' PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE ' N ,� DEPARTMENT APPROVED: ' DETAIL8 F - t" CA UTIC-1N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. Y ' G'Sy-'rk 5 UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). R-383836 T-383804 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7)qaffEx TRA F,Ac7AC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 t Icon— / zt� /Qr 0 30251 F,S►S/GI ST0_18- � NAI. m IE e D i W J x U, U x 2c U N Z O Z O U 0 Boa ~ Z w <� U) 6 o 0 00 a f 1 E -4W � N CL1 0 II II M CLAMP C: �m 1 J x U, U x 2c U N Z O Z O U 0 Boa ~ Z w <� U) Cn�{ Q Q m m W Li z z 0 M z z z o Q Q 0 F- H Lj w w 00 w w CL IZ cliff u_ > > W W cr_ cr_ CV I O z LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE 12 S.E.C. OR EQUAL AWG IN A JACKETED CABLE, REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 do 28 GREEN INSULATED WIRE STANDARD PLAN J-40.10-03 TO FIXTURE GROUND LUG GROUND LUG DRINIMU AINMHOLE M SPLICE KITS CLEAR EPDXY SPLICE PLI RUNS ON ALL THRU 4" CONCRETE PAD ----\ 2' MIN. #8 BARE COPPER IGROUND WIRE t 1 -#8 EQUIPMENT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REQ'D.) r,/8" 8' COPPER CLAD 2" MIN. GROUT UNDER POLE BASE 6 3 8 w 00 a f 1 C N CL1 ` GROUND II II CLAMP I I I I �m 1 CL 4• � 2" PVC CONDUIT SYSTEM f' c CONCRETE Q 3' SQ. OR DIA. V_ LO V_ Lli o Q N LO Cn�{ Q Q m m W Li z z 0 M z z z o Q Q 0 F- H Lj w w 00 w w CL IZ cliff u_ > > W W cr_ cr_ CV I O z LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE 12 S.E.C. OR EQUAL AWG IN A JACKETED CABLE, REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 do 28 GREEN INSULATED WIRE STANDARD PLAN J-40.10-03 TO FIXTURE GROUND LUG GROUND LUG DRINIMU AINMHOLE M SPLICE KITS CLEAR EPDXY SPLICE PLI RUNS ON ALL THRU 4" CONCRETE PAD ----\ 2' MIN. #8 BARE COPPER IGROUND WIRE t 1 -#8 EQUIPMENT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REQ'D.) r,/8" 8' COPPER CLAD 2" MIN. GROUT UNDER POLE BASE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. GROUND ROD NOTES: Ij 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. MD. PLlult - 119 PUBLIC WORKS TYPICAL LIGHTING + + APPROVED-. -X.. DEPARTMENT UNDERGROUND SYSTEM STRI -.0111 - - 7' 3' if YVI'iV IIVI♦ VV/l PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX OTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 9 • 4 d Z 1 T Tr_^ • 4 • .p V v • •• • • 1 4 • •d • 4 vp PLAN VIEW INDIVIDUAL JUNCTION BOX + PUBLIC WORKS CONCRETE PAD DETAILS o��• PLAN — 120 DEPARTMENT A OAA TE EPDXY ,I,II, INLINE SPLICE Cf7nV\/ I-11 I WYE SPLICE SPLICE KIT PMW ���■ I /-DIAMETER 7/8 I • LOAD LINE 1/4 FU SE / 1/8 )) 1/8 UTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON Standard plans O� LST DATE: 11/5/96 DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: JO 13 M'1 U � 0 a z W s MW ^ �z i Wf < $ pp ZU� O U Z u k W 0 I I Q In < Zx p — 0. — — ( cam+ u Z W < C9 Ln 0 - 3 x Q W U (D IJ. Z*z z It W N J J 0 a = W O U _j m ~ �c C Ow 1(1 i0 O N Q N u y4 3 Z W W LOW O o ZW m � _ tux YQ- Z J o IM �-+3W N,ZjO= z CV wV WU Uyyn,�� I�Q Zo �� ¢ W �.. Z O Q' o' �+ e N J �n Y aWca0a W `r N uZ`/ _/ a4< �j D]� 11- 80 t \ U W a�w� W D_ W0 Ln'? Z� C�� _1Y = ail In ; m o QItJ w lL Q �a-1 _ N Ifi�W pZ J s� Off z� �WU� -O "I O—O O U OM 01-1 `ct`�'< o g 9gVa. I CjamS 1 1 O—G - 1 Lj_j Lill W lu ISM QY �' In O W O a i i �ZVZO O O—O O �Q a� Z�� <Z 11--1 �Nair 0 � of z �§j R�£ Li g BI D= QQ J W T0U� 0 Za 0 QU��^W X 7Q o uZ�Q W�p� Z C�t.1.� WW UA(J < z5Y7y� W Z Q mU_ QC Y j -QJ - riH.ruier 413 g03 m pax lit Qa O na 0 Z 1 I 1 > S I YI In I a I N ° I X Q, I 1 o OR W1 01� F1w4 ! H r 1 in in PUBLIC VIORK19 SERVICE CASINET STD. PLAN — 122.1 DEPARTIIIENT WITHOUT a" A �PPZ CONDUIT ENTR. AREA 4 4 • F M O 0 . p 4 ., ' •4 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6'1 1'-011 N —Grade Level d • • • • 4.. • .• .4 .• N 4• 4 • 4 FRONT VIEW SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb 1. r1n See Note 3 See Note 3 +lILL #4 hoops +I #4 hoops L* o -#4 bar each corner o #4 bar each corner 6" MIN 1" io 2" z' MIN 1" to 2" 3/8" diameter plastic drain �3/B" diameter plastic drain SIDE VIEW SIDE VIEW V-6" Cabinet depth Cabinet depth 11-6" + 2 + 2 _ #4 bar each #4 bar each corner N corner it ik CA + #4 hoops � + �4 hoops A D U U PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION For NOTES see Std. Plan 126.2 t_1011:"a PUBLIC WORKS CABINET FOUNDATION DETAILS �' p� - 126.1 DEPARTMENTROof PIK 11141119310fl77T TEST SWITCF TERW BLOCK STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120•/240 VOLT IVC/1RCJ I LUMINAIRE OUND WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR STD. PIAN 123 + st 1 DEPARTMENT CABINET SCHEMATIC � A AIL7R TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 �NA�O lIT p cn z cn 0251 Fs� STERF'� S/ONAL E� r RECOMMENDED FOR APPROVAL BY s BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE T-383805 R-383831 a Y1 ' z f 1 C N CL1 ` GROUND II II CLAMP I I I I �m 1 I I H I I 4• � 2" PVC CONDUIT SYSTEM f' c CONCRETE FOUNDATION 3' SQ. OR DIA. TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. GROUND ROD NOTES: Ij 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. MD. PLlult - 119 PUBLIC WORKS TYPICAL LIGHTING + + APPROVED-. -X.. DEPARTMENT UNDERGROUND SYSTEM STRI -.0111 - - 7' 3' if YVI'iV IIVI♦ VV/l PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX OTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 9 • 4 d Z 1 T Tr_^ • 4 • .p V v • •• • • 1 4 • •d • 4 vp PLAN VIEW INDIVIDUAL JUNCTION BOX + PUBLIC WORKS CONCRETE PAD DETAILS o��• PLAN — 120 DEPARTMENT A OAA TE EPDXY ,I,II, INLINE SPLICE Cf7nV\/ I-11 I WYE SPLICE SPLICE KIT PMW ���■ I /-DIAMETER 7/8 I • LOAD LINE 1/4 FU SE / 1/8 )) 1/8 UTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON Standard plans O� LST DATE: 11/5/96 DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: JO 13 M'1 U � 0 a z W s MW ^ �z i Wf < $ pp ZU� O U Z u k W 0 I I Q In < Zx p — 0. — — ( cam+ u Z W < C9 Ln 0 - 3 x Q W U (D IJ. Z*z z It W N J J 0 a = W O U _j m ~ �c C Ow 1(1 i0 O N Q N u y4 3 Z W W LOW O o ZW m � _ tux YQ- Z J o IM �-+3W N,ZjO= z CV wV WU Uyyn,�� I�Q Zo �� ¢ W �.. Z O Q' o' �+ e N J �n Y aWca0a W `r N uZ`/ _/ a4< �j D]� 11- 80 t \ U W a�w� W D_ W0 Ln'? Z� C�� _1Y = ail In ; m o QItJ w lL Q �a-1 _ N Ifi�W pZ J s� Off z� �WU� -O "I O—O O U OM 01-1 `ct`�'< o g 9gVa. I CjamS 1 1 O—G - 1 Lj_j Lill W lu ISM QY �' In O W O a i i �ZVZO O O—O O �Q a� Z�� <Z 11--1 �Nair 0 � of z �§j R�£ Li g BI D= QQ J W T0U� 0 Za 0 QU��^W X 7Q o uZ�Q W�p� Z C�t.1.� WW UA(J < z5Y7y� W Z Q mU_ QC Y j -QJ - riH.ruier 413 g03 m pax lit Qa O na 0 Z 1 I 1 > S I YI In I a I N ° I X Q, I 1 o OR W1 01� F1w4 ! H r 1 in in PUBLIC VIORK19 SERVICE CASINET STD. PLAN — 122.1 DEPARTIIIENT WITHOUT a" A �PPZ CONDUIT ENTR. AREA 4 4 • F M O 0 . p 4 ., ' •4 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6'1 1'-011 N —Grade Level d • • • • 4.. • .• .4 .• N 4• 4 • 4 FRONT VIEW SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb 1. r1n See Note 3 See Note 3 +lILL #4 hoops +I #4 hoops L* o -#4 bar each corner o #4 bar each corner 6" MIN 1" io 2" z' MIN 1" to 2" 3/8" diameter plastic drain �3/B" diameter plastic drain SIDE VIEW SIDE VIEW V-6" Cabinet depth Cabinet depth 11-6" + 2 + 2 _ #4 bar each #4 bar each corner N corner it ik CA + #4 hoops � + �4 hoops A D U U PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION For NOTES see Std. Plan 126.2 t_1011:"a PUBLIC WORKS CABINET FOUNDATION DETAILS �' p� - 126.1 DEPARTMENTROof PIK 11141119310fl77T TEST SWITCF TERW BLOCK STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120•/240 VOLT IVC/1RCJ I LUMINAIRE OUND WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR STD. PIAN 123 + st 1 DEPARTMENT CABINET SCHEMATIC � A AIL7R TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 �NA�O lIT p cn z cn 0251 Fs� STERF'� S/ONAL E� r RECOMMENDED FOR APPROVAL BY s BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE T-383805 R-383831 a Y1 ' z f 1 C N CL1 M �m 1 M a I 1 I I i � w 0 00 m N CL1 �m 1 d > � w M I Z DO Lh 00 M O O lr I— W c� 0 rf LEI J D m Q W Q J U Z W W IE7.I SE 1/4 SECTION 14, IUWNSrnr ZJ IV, N/ IVUt J c, mm. THE ENCLA VE A T BRIDLE RIDGE 1 1 2 1 3 SE 6TH ST Y, -. —\V -----"" Cel 2 WorkFp Days Before You Dig 811 IHiMme Urdergrou d Location Center (ID MT,ND.OR,WA) IIIIIIIIV SE 7TH PL EXISTIE�AAPE JII 19 18 I 17 I 16 I 15 14 I TRACT 'A" 13s I I) STORM DRAINAGE EXISONC LUMINAIRE /12 \ D.R. STRONG ailCONSULTING ENG/NEERS ENGINEERS PLANNERS 6URVEYOF9 BTO7 AVENUE KIR NO, WA 961 _ O42B.BT]3CB3 F4MS212423 REVISION 0 5 0 7 r 0 EX DRIVEWAY i0 BE ABANDONED AND REMOVED; REPLACE WW FRONTAGE IMPROVEMENTS (INCLUDING 10 CURB PER SID. PUN IOI, PLANIER. AND SIDEWALK PER SID. PLANS 102 AND F007) MATCHING ADJACENT LOCATIQY SEE DETAIL, THIS SHEET OT 11 REVISED DRIVEWAY PER SRI. PLAN F004.1: SEE DETAIL THIS 5HEET 11 0.5' p I LUMINAIRE 024 12 BY I DATE I APPR ,a7I�I{..�� W. '}IIIA—�(1Fr.�a I1yIN :P••1 � m MVI IV L� 1 moro. •, CENEMCONOWRIll P• EEIIEW •eM RIET MMVI III � w 0AIR D T0.Inouuwaw - Neu6u�eeamcmun•m It 6 MIMMI IV GppNEEE�aOMWCTILYI •mom jw MI III �, •W- ,• 7 GEPNITGON]ElE �CCFMI BOE SEOCUNBwiAE�µ ;'OV.�nP ^.IOwwIT w"..P•.. �m m I/rAl SAM AM III IS HIM Mum 7 AS IM ISMS 44, =VIliM M, I � S z: z SNI F ��e �I Rif I Z DO Lh 00 M O O lr I— W c� 0 rf LEI J D m Q W Q J U Z W W IE7.I SE 1/4 SECTION 14, IUWNSrnr ZJ IV, N/ IVUt J c, mm. THE ENCLA VE A T BRIDLE RIDGE 1 1 2 1 3 SE 6TH ST Y, -. —\V -----"" Cel 2 WorkFp Days Before You Dig 811 IHiMme Urdergrou d Location Center (ID MT,ND.OR,WA) IIIIIIIIV SE 7TH PL EXISTIE�AAPE JII 19 18 I 17 I 16 I 15 14 I TRACT 'A" 13s I I) STORM DRAINAGE EXISONC LUMINAIRE /12 \ D.R. STRONG ailCONSULTING ENG/NEERS ENGINEERS PLANNERS 6URVEYOF9 BTO7 AVENUE KIR NO, WA 961 _ O42B.BT]3CB3 F4MS212423 REVISION 0 5 0 7 r 0 EX DRIVEWAY i0 BE ABANDONED AND REMOVED; REPLACE WW FRONTAGE IMPROVEMENTS (INCLUDING 10 CURB PER SID. PUN IOI, PLANIER. AND SIDEWALK PER SID. PLANS 102 AND F007) MATCHING ADJACENT LOCATIQY SEE DETAIL, THIS SHEET OT 11 REVISED DRIVEWAY PER SRI. PLAN F004.1: SEE DETAIL THIS 5HEET 11 0.5' p I LUMINAIRE 024 12 BY I DATE I APPR ,a7I�I{..�� W. '}IIIA—�(1Fr.�a I1yIN :P••1 � m MVI IV L� 1 moro. •, CENEMCONOWRIll P• EEIIEW •eM RIET MMVI III � w 0AIR D T0.Inouuwaw - Neu6u�eeamcmun•m It 6 MIMMI IV GppNEEE�aOMWCTILYI •mom jw MI III �, •W- ,• 7 GEPNITGON]ElE �CCFMI BOE SEOCUNBwiAE�µ ;'OV.�nP ^.IOwwIT w"..P•.. �m m I/rAl SAM AM III IS HIM Mum 7 AS IM ISMS 44, =VIliM M, I m z: z SNI F ��e a Rif Z a w�� z_ � I I Z DO Lh 00 M O O lr I— W c� 0 rf LEI J D m Q W Q J U Z W W IE7.I SE 1/4 SECTION 14, IUWNSrnr ZJ IV, N/ IVUt J c, mm. THE ENCLA VE A T BRIDLE RIDGE 1 1 2 1 3 SE 6TH ST Y, -. —\V -----"" Cel 2 WorkFp Days Before You Dig 811 IHiMme Urdergrou d Location Center (ID MT,ND.OR,WA) IIIIIIIIV SE 7TH PL EXISTIE�AAPE JII 19 18 I 17 I 16 I 15 14 I TRACT 'A" 13s I I) STORM DRAINAGE EXISONC LUMINAIRE /12 \ D.R. STRONG ailCONSULTING ENG/NEERS ENGINEERS PLANNERS 6URVEYOF9 BTO7 AVENUE KIR NO, WA 961 _ O42B.BT]3CB3 F4MS212423 REVISION 0 5 0 7 r 0 EX DRIVEWAY i0 BE ABANDONED AND REMOVED; REPLACE WW FRONTAGE IMPROVEMENTS (INCLUDING 10 CURB PER SID. PUN IOI, PLANIER. AND SIDEWALK PER SID. PLANS 102 AND F007) MATCHING ADJACENT LOCATIQY SEE DETAIL, THIS SHEET OT 11 REVISED DRIVEWAY PER SRI. PLAN F004.1: SEE DETAIL THIS 5HEET 11 0.5' p I LUMINAIRE 024 12 BY I DATE I APPR ,a7I�I{..�� W. '}IIIA—�(1Fr.�a I1yIN :P••1 � m MVI IV L� 1 moro. •, CENEMCONOWRIll P• EEIIEW •eM RIET MMVI III � w 0AIR D T0.Inouuwaw - Neu6u�eeamcmun•m It 6 MIMMI IV GppNEEE�aOMWCTILYI •mom jw MI III �, •W- ,• 7 GEPNITGON]ElE �CCFMI BOE SEOCUNBwiAE�µ ;'OV.�nP ^.IOwwIT w"..P•.. �m m I/rAl SAM AM III IS HIM Mum 7 AS IM ISMS 44, =VIliM M, I SNI W m ��e Rif Z w�� z_ •�Ej a of D. ❑ MIIII� FI I I Z DO Lh 00 M O O lr I— W c� 0 rf LEI J D m Q W Q J U Z W W IE7.I SE 1/4 SECTION 14, IUWNSrnr ZJ IV, N/ IVUt J c, mm. THE ENCLA VE A T BRIDLE RIDGE 1 1 2 1 3 SE 6TH ST Y, -. —\V -----"" Cel 2 WorkFp Days Before You Dig 811 IHiMme Urdergrou d Location Center (ID MT,ND.OR,WA) IIIIIIIIV SE 7TH PL EXISTIE�AAPE JII 19 18 I 17 I 16 I 15 14 I TRACT 'A" 13s I I) STORM DRAINAGE EXISONC LUMINAIRE /12 \ D.R. STRONG ailCONSULTING ENG/NEERS ENGINEERS PLANNERS 6URVEYOF9 BTO7 AVENUE KIR NO, WA 961 _ O42B.BT]3CB3 F4MS212423 REVISION 0 5 0 7 r 0 EX DRIVEWAY i0 BE ABANDONED AND REMOVED; REPLACE WW FRONTAGE IMPROVEMENTS (INCLUDING 10 CURB PER SID. PUN IOI, PLANIER. AND SIDEWALK PER SID. PLANS 102 AND F007) MATCHING ADJACENT LOCATIQY SEE DETAIL, THIS SHEET OT 11 REVISED DRIVEWAY PER SRI. PLAN F004.1: SEE DETAIL THIS 5HEET 11 0.5' p I LUMINAIRE 024 12 BY I DATE I APPR ,a7I�I{..�� W. '}IIIA—�(1Fr.�a I1yIN :P••1 � m MVI IV L� 1 moro. •, CENEMCONOWRIll P• EEIIEW •eM RIET MMVI III � w 0AIR D T0.Inouuwaw - Neu6u�eeamcmun•m It 6 MIMMI IV GppNEEE�aOMWCTILYI •mom jw MI III �, •W- ,• 7 GEPNITGON]ElE �CCFMI BOE SEOCUNBwiAE�µ ;'OV.�nP ^.IOwwIT w"..P•.. �m m I/rAl SAM AM III IS HIM Mum 7 AS IM ISMS 44, =VIliM M, SE 1/4 SECTION 14, IUWNSrnr ZJ IV, N/ IVUt J c, mm. THE ENCLA VE A T BRIDLE RIDGE 1 1 2 1 3 SE 6TH ST Y, -. —\V -----"" Cel 2 WorkFp Days Before You Dig 811 IHiMme Urdergrou d Location Center (ID MT,ND.OR,WA) IIIIIIIIV SE 7TH PL EXISTIE�AAPE JII 19 18 I 17 I 16 I 15 14 I TRACT 'A" 13s I I) STORM DRAINAGE EXISONC LUMINAIRE /12 \ D.R. STRONG ailCONSULTING ENG/NEERS ENGINEERS PLANNERS 6URVEYOF9 BTO7 AVENUE KIR NO, WA 961 _ O42B.BT]3CB3 F4MS212423 REVISION 0 5 0 7 r 0 EX DRIVEWAY i0 BE ABANDONED AND REMOVED; REPLACE WW FRONTAGE IMPROVEMENTS (INCLUDING 10 CURB PER SID. PUN IOI, PLANIER. AND SIDEWALK PER SID. PLANS 102 AND F007) MATCHING ADJACENT LOCATIQY SEE DETAIL, THIS SHEET OT 11 REVISED DRIVEWAY PER SRI. PLAN F004.1: SEE DETAIL THIS 5HEET 11 0.5' p I LUMINAIRE 024 12 BY I DATE I APPR ,a7I�I{..�� W. '}IIIA—�(1Fr.�a I1yIN :P••1 � m MVI IV L� 1 moro. •, CENEMCONOWRIll P• EEIIEW •eM RIET MMVI III � w 0AIR D T0.Inouuwaw - Neu6u�eeamcmun•m It 6 MIMMI IV GppNEEE�aOMWCTILYI •mom jw MI III �, •W- ,• 7 GEPNITGON]ElE �CCFMI BOE SEOCUNBwiAE�µ ;'OV.�nP ^.IOwwIT w"..P•.. �m m I/rAl SAM AM III IS HIM Mum 7 AS IM ISMS 44, =VIliM M, AMPI MMIM mm MIIII� FI —C AMPI LO 0 0 0 0 v tY r.1 W V 0 © T-383809 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS NORTH Ir m GRAPHIC SCALE 0 20 40 00 Q 1 INCH = 40 FT. W DRS PROJECT NO. 13117 J scue " " w"" ' CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.24.1 z REN TSN LOT 11 DRIVEWAY AND LUMINAIRE #24 REVISIONSPJOE W W —I ATMF Planning/Building/Public works Dept 726 WAPATO PLACE SE .Cl KNE.�awm. RENTON, WASHINGTON 98059 1 1 REQUIRED INSPECTIONS (street lighting checklist provided by City) ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING CDMPLIANCE TO STANDARDS INSPECTION PRIOR TO LNERGIZING, FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTIDN, THE CONTRACTOR SHDULD CDNTACT THE CITY ELECTRICAL INSPECTDR FOR SERVILE INSPECTION. FDLLOWING THE SERVICE INSPECTION FROM CIT) _LE'.TRICAL INSPECTDR, ELECTRICAL CDNTRACTOR SHOULD SUBMIT APPLICATION TO PS T[ -NERGIZE THE STREET LIGHTING. ELECTRICAL CONTRACTOR SHOULD CONTACT THE 1 ! ECTRICAL INSPECTDR FDR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN E1 _f. .ZED. Call 2 Working88Da11ya Before You Dig tilities Underground1Location Cente (ID,MT,ND.OR,WA) TraffEx TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 IRd REVISION CONSTRUCTION NOTES O INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE #24 FIXTURE AND POLE PER STANDARD PLAN 116.1, AT 13.5' FROM EXISTING LOCATION (CENTER OF POLE TO CENTER OF POLE) WITH CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3 AND LUMINAIRE POLE SCHEDULE AT STA. 18+97. O REMOVE EXISTING FOUNDATION. INTERCEPT THE EXISTING CONDUIT AND EXTEND TO THE NEW JUNCTION BOX LOCATION, OO REMOVE EXISTING CONDUCTORS FROM LUMINAIRE #23 TO EXISTING LOCATION OF LUMINAIRE #24. SPLICE NEW CONDUCTORS AT JUNCTION BOX FOR LUMINAIRE #23 AND PULL TO RELOCATED LUMINAIRE #24. LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. 00 LOCATION i OFFSET (FEET) I LED LAMP WATTAGE MAST ARM (FEET) 00 STANDARD PLAN # 24 n C WAPATO PL SE 18+97 I 0 S2£" 44 LED J 14' = I Q Of 8r m O � I REQUIRED INSPECTIONS (street lighting checklist provided by City) ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING CDMPLIANCE TO STANDARDS INSPECTION PRIOR TO LNERGIZING, FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTIDN, THE CONTRACTOR SHDULD CDNTACT THE CITY ELECTRICAL INSPECTDR FOR SERVILE INSPECTION. FDLLOWING THE SERVICE INSPECTION FROM CIT) _LE'.TRICAL INSPECTDR, ELECTRICAL CDNTRACTOR SHOULD SUBMIT APPLICATION TO PS T[ -NERGIZE THE STREET LIGHTING. ELECTRICAL CONTRACTOR SHOULD CONTACT THE 1 ! ECTRICAL INSPECTDR FDR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN E1 _f. .ZED. Call 2 Working88Da11ya Before You Dig tilities Underground1Location Cente (ID,MT,ND.OR,WA) TraffEx TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 IRd REVISION CONSTRUCTION NOTES O INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE #24 FIXTURE AND POLE PER STANDARD PLAN 116.1, AT 13.5' FROM EXISTING LOCATION (CENTER OF POLE TO CENTER OF POLE) WITH CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3 AND LUMINAIRE POLE SCHEDULE AT STA. 18+97. O REMOVE EXISTING FOUNDATION. INTERCEPT THE EXISTING CONDUIT AND EXTEND TO THE NEW JUNCTION BOX LOCATION, OO REMOVE EXISTING CONDUCTORS FROM LUMINAIRE #23 TO EXISTING LOCATION OF LUMINAIRE #24. SPLICE NEW CONDUCTORS AT JUNCTION BOX FOR LUMINAIRE #23 AND PULL TO RELOCATED LUMINAIRE #24. LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. LLJ0 LOCATION i OFFSET (FEET) I LED LAMP WATTAGE MAST ARM (FEET) 0 STANDARD PLAN # 24 C WAPATO PL SE 18+97 LJ S2£" 44 LED J 14' 116.1 0 m Q > Q LJ „I Ld zi = qq�E`1E ff J I REQUIRED INSPECTIONS (street lighting checklist provided by City) ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING CDMPLIANCE TO STANDARDS INSPECTION PRIOR TO LNERGIZING, FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTIDN, THE CONTRACTOR SHDULD CDNTACT THE CITY ELECTRICAL INSPECTDR FOR SERVILE INSPECTION. FDLLOWING THE SERVICE INSPECTION FROM CIT) _LE'.TRICAL INSPECTDR, ELECTRICAL CDNTRACTOR SHOULD SUBMIT APPLICATION TO PS T[ -NERGIZE THE STREET LIGHTING. ELECTRICAL CONTRACTOR SHOULD CONTACT THE 1 ! ECTRICAL INSPECTDR FDR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN E1 _f. .ZED. Call 2 Working88Da11ya Before You Dig tilities Underground1Location Cente (ID,MT,ND.OR,WA) TraffEx TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 IRd REVISION CONSTRUCTION NOTES O INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE #24 FIXTURE AND POLE PER STANDARD PLAN 116.1, AT 13.5' FROM EXISTING LOCATION (CENTER OF POLE TO CENTER OF POLE) WITH CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3 AND LUMINAIRE POLE SCHEDULE AT STA. 18+97. O REMOVE EXISTING FOUNDATION. INTERCEPT THE EXISTING CONDUIT AND EXTEND TO THE NEW JUNCTION BOX LOCATION, OO REMOVE EXISTING CONDUCTORS FROM LUMINAIRE #23 TO EXISTING LOCATION OF LUMINAIRE #24. SPLICE NEW CONDUCTORS AT JUNCTION BOX FOR LUMINAIRE #23 AND PULL TO RELOCATED LUMINAIRE #24. LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. CIRCUIT N0. LOCATION GPS * COORD. OFFSET (FEET) I LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 24 C WAPATO PL SE 18+97 S2£" 44 LED NA 14' 116.1 I REQUIRED INSPECTIONS (street lighting checklist provided by City) ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING CDMPLIANCE TO STANDARDS INSPECTION PRIOR TO LNERGIZING, FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTIDN, THE CONTRACTOR SHDULD CDNTACT THE CITY ELECTRICAL INSPECTDR FOR SERVILE INSPECTION. FDLLOWING THE SERVICE INSPECTION FROM CIT) _LE'.TRICAL INSPECTDR, ELECTRICAL CDNTRACTOR SHOULD SUBMIT APPLICATION TO PS T[ -NERGIZE THE STREET LIGHTING. ELECTRICAL CONTRACTOR SHOULD CONTACT THE 1 ! ECTRICAL INSPECTDR FDR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN E1 _f. .ZED. Call 2 Working88Da11ya Before You Dig tilities Underground1Location Cente (ID,MT,ND.OR,WA) TraffEx TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 IRd REVISION CONSTRUCTION NOTES O INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE #24 FIXTURE AND POLE PER STANDARD PLAN 116.1, AT 13.5' FROM EXISTING LOCATION (CENTER OF POLE TO CENTER OF POLE) WITH CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3 AND LUMINAIRE POLE SCHEDULE AT STA. 18+97. O REMOVE EXISTING FOUNDATION. INTERCEPT THE EXISTING CONDUIT AND EXTEND TO THE NEW JUNCTION BOX LOCATION, OO REMOVE EXISTING CONDUCTORS FROM LUMINAIRE #23 TO EXISTING LOCATION OF LUMINAIRE #24. SPLICE NEW CONDUCTORS AT JUNCTION BOX FOR LUMINAIRE #23 AND PULL TO RELOCATED LUMINAIRE #24. LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. CIRCUIT N0. LOCATION GPS * COORD. OFFSET (FEET) I LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 24 C WAPATO PL SE 18+97 16.5' LT 44 LED NA 14' 116.1 + NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. GPS COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE - - - - - - - CONDUIT ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET Q WIRE NOTE O CONSTRUCTION NOTE BY I DATE I APPR F,�-.:;9114.: WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS OTES RUN SIZE 1 EXIST. 2.0' PVC SCHEDULE 40 2— 8, i— B GREEN 2 2.0" PVC SCHEDULE 40 2— 8, 1— 8 GREEN c . 30 0 1 60 "'�"' I �► CITY OF =1 R RENTON Planning/Building/Public Works Dept. AS -BUILT T- 383810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE ENCLAVE AT BRIDLE RIDGE 11/7/17 RELOCATE LUMINAIRE #24 WAPATO PL SE/SE 7TH PL IL1 RENTON, WASHINGTON 98056 1 'a LJ 0 0 Of W J m Q LJ J 0 z w W