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HomeMy WebLinkAboutzT-4091SetV J z J 2 G Uj n Ca G a z DOUBLE YELLOW CENTER LINES f • • a f • f r • r ® r • • r • • • • 14- 3' �7*4"* YELLOW TYPE 1 30wmT LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REEL.) SINGLE SKIP YELLOW CENTER LINES Y--•9'• �- 15' -i 3'� • • • 4" YELLOW TYPE 1 4" YELLOW TYPE LINE MARKERS LINE MARKERS (REEL.) TWO-WAY LEFT TURN LANES 1 T 1 4 f-•9'•-t- 15' --1 • -�3'�- • • • e�F tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.) 4" YELLOW TYPE 1 LINE MARKERS APPROACH LINES 13'�i $III �iIIIII6:,TB. 4" WHITE TYPE 1 za LINE MARKERS 4" WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES fi r 4" WHITE TYPE 1 4" WHITE TYPE \2e LINE MARKERS LINE MARKERS (REEL.) LANE LINES t 4" -f9'•-t- 15' -1 i -1 1 33 • • • 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REFL.) 2-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH - - - - - 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. LEFT AND RIGHT TURN ARROW SPACING APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 f 4" f 0.7" TYPE 2 t4" f0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) CHANNELIZATION MARKERS DETAIL, per_ 109 o PUBLIC WORKS A DEPARTMENT Grecig Zimmerman DATE CURB LANE + 6"MIN.(TYP.) LANE CONCRETE LINE GUTTER -TIRE TRACKS LANE -- 1 - CURB LANE CENTER CENTER IN IN LANE LANE I 24" (TYP.) TIRE `-TIRE RACKS TRACKS LANE LINE 10' 8''(TYP.)-STRIPE {+- 8"(TYP.)-OPEN �- 8"(TYP.)-STRIPE -TIRE TRACK 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. 1'ty O n1� PUBLIC WORKS �Nso� DEPARTMENT r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) THERMOPLASTIC/PAINTED CROSSWALK CI, NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I� \ I NPAT JhO x x CROSSWALK PAVEMENT MARKINGS PER LOCAL AGENCY OP77ONAL PATTERN PER STANDARD PLAN H009.1 (TYR) , f I I I XI I NPAT \ i RAMP NPAT I I I I W NAI I I � � I I NORTH GRAPHIC SCALE 0 20 40 80 `1 1 INCH = 40 FT. 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N MAPL� HIGHLANDS TYPE 111 BARRICADE PER WSDG STANDARD PLAN K-80.20-00 PEDESTRIAN BARRICADE _ �I ' - \ I NPAT ` R9 � , 1 1 � 1 1 I \__� \ \ 1 I I1 NPA T 7 \ \ 4 NPAT 1 I I I INSTALL ON \ 1 I I KEYSTONE WALL) \ c9( S \ \ < 14 / \ \ . I a NPAT \ \ t I \ �\ \\\ \ \ �;. T "lN PER MUTCD \\ NPAT 21 \ a I W/ 12 x18 R8-3 (MODIFIED) NO 1 PARKING WITH/N 30 FEET SIGN \ \ 1 ADD STREET NAME SIGNS - - - - _ _ \ \ ABOVE STOP SIGN AND \ \ \I \\ \ \\ \\ \ NPAT 1 I 11 INSTALL SIGNS PER STANDARD - - _ _ NPAT 2 , PLANS 129 AND 134; SEE SHEET NPATCP I �\ --- ------ ___ I. C13 FOR DETAILS \ y - 1 \ - ,- - +�- - r 'g-------- ---- - �- i7- I �\ \ 1 NPAT 16 8. fff INSTALL ON \ -- - °J- - �_�-- -- - - -- ---- _------- -=� I KEYSTONE WALL) ' ,N©, n1000207F� & q \ 1 ROAD ALU °�- --- _ - - ----=- 1 Q i -� - j-' -r +' - i STOP SIGN 2 PER MUTCD R1-1 W/ 127x18" R8-3 (MODIFIED) NO \ PARKING Wl7N/N 30 FEET SIGN \ " \ \ 1 1 \ \ \ 1 1 1 1 \ \ \ 16 WIDE STOP BAR PER , ADD S7REET NAME SIGNS STANDARD PLAN H008; USE \\ I ABOVE STOP SIGN AND I NPAT 15 7HERMAL PLAS77C N7H 3M \ 1 \ 1 \ \ \ \ \ INSTALL SIGNS PER STANDARD INSTALL ON WET/DRY ELEMENTS (TYP.) l `I PLANS 129 AND 134; SEE SHEET I ; KEYSTONE WALL) C13 FOR DETAILS I \ I NPAT \ I 1 I \ y� TRACT A I I 13 7O\\ J7 STORM DRAINAGE x 7-- -----Ix - NPAT \\ \ \\ \\ \ \\ NPAT 3 xl, IX X \ \ 0 / O I I \ NPAT 4 12 CPP x X 11 455.28 - I ' y 4" CPP x \ If / I 1 0 WA ER 1 \............ BL W-OFF ® INSTALL FIXED 6PERMANENT 506 \ TYPE 111 BARRICADE PER WSDOT \ STANDARD PLAN K-80.20-00 0 _ 12" _ _ 12" _ SIGN INSTALLA TION SIGN NORTHING EAS77NG STOP SIGN #1 178931.5743 1321205.8115 NPA T #1 178933.6135 1321315.9492 NPA T #2 178938.8389 1321528.5398 NPA T #3 178943.0125 1321735.8353 NPA T #4 179080.6668' 1321181.8068' NPA T #5 178988.8410' 1321182.9338' NPAT #6 178878.9697' 1321184.8505' NPAT #7 178776.7224' 1321186.2554' NPAT #8 178785.6987' 1321161.1644' NPAT #9 178887.9460' 1321159.7595' NPAT #10 178997.8226' 1321158.2288' NPAT #11 179062.9744' 1321783.7898' NPAT #12 178963.4704' 1321785.5944' NPA T #13 178872.6372' 1321788.0836' NPA T #14 178762.1505' 1321790.2754' NPA T #15 178873.0051 ' 1321816.0813' NPA T #16 178964.0736' 1321814.1582' NPAT #17 179063.5713' 1321812.0571 ' STOP SIGN #2 1 178912.8646 1 1321770.6614 MUTCD SIGN R8-3 (MODIFIED) NPAT = NO PARKING WITHIN 30 FEET *ORIENT NO PARKING SIGN TO MA TCH STOP SIGN NOTE: NO PARKING WITHIN 30 FEET SIGN TO ONLY BE USED AT STOP SIGN LOCATION. SIGN LEGEND SHALL BE RED AND ONLY "P" AND "WITHIN 30 FEET" IS TO BE BLACK WITH WHITE BACKGROUND. AS -BUILT WITHIN 30 FEET NO AS -BOIL T INFORMATION ON 7N/S SHEET. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE212912024. 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 IS PERMITTED ALONG NORTH SIDE OF ROAD A. "NO PARKING" SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: a/C DESIGNED: YLP AS NOTED DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Planning/Building/Public Works Dept. MUTCD SIGN R8-3 (MODIFIED WITH DOUBLE HEADED ARROW) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE WITH BANDS THAT MATCH THE COLOR OF THE STREET LIGHT (WHERE APPLICABLE); 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATIONS EXCEPT ON STOP SIGN. SIGN LEGEND SHALL BE RED AND ONLY "P" IS TO BE BLACK WITH WHITE BACKGROUND. T O T M, LJ CD Q J T- 409101 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS �., MAPLE HIGHLANDS CHANNELIZATION AND SIGNAGE PLAN 0 z J 2 G 2 W DATE: J 09.05.19 FIELDBOOK: PAGE: f1RAWIN(: Nn. 16210 SE 134TH STREET C40 RENTON, WASHINGTON 98059 SHEET: OF: 40 41 DRS PROJECT NO. 17020 U 00 Q N 0 0-) 0 Nt w w U) w z_ J U Q Call 2 Working Days Before You Dig 811 tilities Underground Location Centel (ID,MT,ND,OR,WA) ?7'AffE'Ar TPA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 JTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS / FUTURE LUMINAIR BY OTHERS /STER`�'�G�� 2 REVISED PER COR REDLINES N A L 1 REVISED PER COR REDLINES NO. I REVISION CONSTRUCTION NOTES 0 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 176.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 3 AND 4, AND LUMINAIRE POLE SCHEDULE. OINSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD. PLN. 120. O INSTALL CONDUIT TO EDGE OF PAI/EMENT. LUMINAIRE SCHEDULE LUM. POLE * CIRCUIT LOCATION INC. ID. N0. N0. 11 A ROAD A 23+92 12 A ROAD A 24+38 13 A ROAD A 24+80 14 A ROAD A 25+38 15 A ROAD A 26+00 16 B 164TH AVE SE 32+15 17 A 164TH AVE SE 33+15 18 B 164TH AVE SE 31 +24 19 A 164TH AVE SE 30+14 GPS COORDINATES LATITUDE ILONGITUDE 1321531.1829 178939.1968 1321577.2620 178905.2350 1321618.4748 178940.7976 1321677.1932 178906.7817 1321738.4787 178943.3704 1321788.2380 178963.8283 1321786.4334 179063.3326 1321790.7272 178872.9950 1321792.9190 178762.5080 OFFSET LED LAMP MAST ARM MOUNTING STANDARD (FEET) WATTAGE (FEET) HGT. (FT.) PLAN # 17.0' LT 44 NA 14' 116.1 17.0' R T 44 NA 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' RT 44 NA 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 17.0' LT 44 N A 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR PER COR STD PLAN 121 AT TIME OF CONSTRUCTION. GPS COORDINATES WILL BE PROVIDED AT THE TIME OF AS BUILT PLANS LEGEND LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ROADWAY LUMINAIRE - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD VJG 6/14 VJG 6, LDH LDH BY I DATE I APPR SERVICE CABINET WIRE NOTE CONSTRUCTION NOTE SURVEYED: DESIGNED: VJG DRAWN: VJG CHECKED: LDH APPROVED: LDH SCALE: WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE 0 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 7 2.0" PVC (SCHEDULE 80) PULLSTRING VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 30 0 30 60 scale feet & 91 �6 CITY OF t RENTON Planning/Building/Public Works Dept. AS -BUILT T-409103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION PLAN 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 6/14/21 FIELDBOOK: PAGE: DRAWING NO: IL2 SHEET: OF: 2 4 0 0 'i Q0 0 0 0 W Q AN CA ONS - A :.. A UV L 'V. V NA RE AY7 POLE R--A:I D ?AR<S SA: _ 8 iALIURY PRM Ati POWDER COA7. CC_ OR: RA 901 5 X ' 4ET BLACK" 1d-1/4" - PREST GE SERIES (CY17T4) L.ED i POST -TOP LUMINAIRE (WATTAGE ! 1 PER PLANS, 4 OOOK CCT 20 277V UNIVERSAL DRIW.R WITH VS3AR 2" CCNDU T UN 111111 ACRT'C ENS) BY CY..tONE STATIC OTHERi 11 �� (OR APPROVED EQUAL), DRIVER PLANS h ' 1 �� � SHAI1. BE INTEGRAL ?0 THE t i� fi t 1� � Ix?llRE. ERMINAL BLOCK LOCATED IN THE FIXIL E FOR STREET LIGIiT STANDARD DECAL NUMBERING DETAIL, REFER TO C TY OF RENTON STD PLAN 121 14'--D" FLUTED SHAPE, 5" DIAMETER, 519A GI'1 AIUMNUM POLE (11)15 -14--BD46--RAi.9005TX- TN43? BY CYC'_ONE (OR APPROVED EQUAL) INSTAL- GROUT. PROVIDE 1/2" DIA DRAN T BE THROUGH GROUT. 2" 6" HANDHOUE DECCRAi1V'_ ALJM'NUM CLAMSn«L RASE COVER BD46 BY CYCLONE (OR APPROVED EOi.A.) SEE POLE BASE CETAI -PHIS SHE-1 BASE COVER - FOR FOUNDATION DETAILS, SEE 7141S SHEET POLE ELEVATION 1�Y OPUBLIC WORKS � DEPART MENT A I� Call 2 Working Days Before You Dig 811 Jtilities Underground Location Cente (ID,MT,ND,OR,WA) ANCHOR BOLT ------ (4) OVA_. SLOTS m - ,o BASE PLATE: DETAIL. 8 - g5 BARS, EVENLY SPACED CENTER CONDl11' IN FOUNDATION BOLT CIRCLE (CIA PER BASE PLATE DETAIL, THIS SHEET) 94 HOOPS € 12" FOUNDATION SF'710 2" CONDUIT UN_.ESS --A GROUND POLE TO STATED OTH?;RASE ON - I FOUNDAT ON P'..ANS i( 3 3j4" C4iA!+IF'ER (FYP) —_� j :., V6" MIN BELOW GROUND 2'-�D" MIN UNDER PAVE:Me.NT f.. EXTEND THE CONDUIT 6° MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS D 12" 8 -. #b BARS, EVENLY SPACED 2 1/2" CLR MIN. BOLT d )JECTI ON FOUNDA"ICN DE`AIL. "A' HOE (TYW I —1/4" STER P;_ATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, 'HIS SHEET] ANCHOR BO,.T TEMP AFr:_DETA_L POLE BASF DETAIL — r Till OF FOUNOA;ICN T ANCHOR 87 14 TOTAL, -- I 3./4" DIA (-EYP) it Vi N 31°4'° HEX 'JUTS, STEEL (8 I; REO'F1 PfR ANCHOR BOLT), I FLAT WASHERS !6 REQ'D PER ANCHOR BOLT, ANCHOR BOLT ASSEI!BL. DETAL FOUNDATION DETAILS _. _ ................-__....._..._._.__.._- NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION NEIGHBORHOOD STREET PEDESTR AN L UMiNAIRL FIX I-URI-_ AND POLE DETA; __S STD. PLAN- 116.1 PROVED: o ' N'PL- Ti ff NORTHWEST �X TPA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 FOR STD PLAN 117.1 TO 2„ DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE NUMBERING 2EXAMPLES 3 4-+ 1 C... ... ._...... _............._.........._...._.__ 5-� 6 7 -_�TRAFFIc� '4 FLOW PLAN VIEW FOR STD PLAN 116.1,117.2,117.4 M��I�IIM'19y WATTAGE U'VY o S_T_R IET LIGH-7 ST'AUDARD STD. PLAN-- ---121 R:MY PUBLIC WORKS DrCA . NU,1B��RING SYSTEM A PROV' DEPARTMENT: SURVEYED: SCALE: w�. DESIGNED: AS NOTED Az VJGiSTERF'�2 REVISED PER COR REDLINES VJG 6/14/21PAPPR D�'W"' VJG NAL 1 REVISED PER COR REDLINES VJG 6 2CHECKED: LDH NO. REVISION BY [DATE APPROVED: LDH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. J. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. O~ o� TRANSPORTATION NOTES STD. PLAN — 135 ® + PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 4 F DATE C TY OF RENTON Planning/Building/Public Works Dept. :1 AS -BUILT T-409104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION DETAILS 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 6/14/21 FIELDBOOK: PAGE: DRAWING NO: IL3 SHEET: OF: 3 4 0i' J Q0 O O O 7 STREET LIGHT POLE PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 z PLAN VIEW INDIVIDUAL JUNCTION BOX C STD. PLAN 120 A�zn,4i �� PUBLIC WORKSCONCRETE PAD DETAILS DEPARTMENT X R: z d ii W. a�Ot w1o j z wa�1 V 9 4111 1 SIj Rs ( 1-( 91 mW 0 E-9 jr.9 z m o—o— I a IN l is o (01 0 if tj 'I o)—o I'li Lj 100 A! 14, 111 * wta so UU3 0 IM inUw T EV. 1oa 0 ix, I- :7 5C 4�1 > E_ z 0 of 124 ...... .... Dq 1 ------------- PUBLIC WORSE SERVICE CABINET SM. PLAN 122.1 DEPARTMENT WITHOUT RES Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) Traff NL7R TI-1 WAEH T �X TPA F-F-IAC EXPERTS 11410 NE 124th Sty #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 REFER TO WSDOT LOCKING LID STANDARD SyTY JIUNCTIDN BOX TYPES 1 2 TANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY WI RE RUNES KI ON ALL THRU 4' CONCRETE PAD T_ 2MIN. #8 BARE COPPER GROUND ORE 1 -#8 EQUIPMENT ZROUNE) F WIREW/GREEN iNSUAn FROM SERVICE CA81LNETC!!--j 2 - LIGHTING SYSTEM - ORES TO CONTACTOR (SIZED AS REO'D.) 5/8"xB' COPPER CLAD GROUND ROD ■ 7illllllll6,— LuMINAIRE wRES WILL BE A rONTNUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPUCES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINARE 3 AMP IN LINE FUSE KITS UUMINAIRE ORES WILL BEL112 S,E,C, OR EQUAL AWC IN A JACKETED CAB #8 GREEN INSULATED ORE TO FIXTURE GROUND LUG GROUND LU ID/4RA;NiM —GOUN CLRAMPD II II 4 2' PVC CONDUIT SYSTEM ILL- CONCRETE FOUNDATION NOTES: 1. EQUIPMENT GROUND WIRE & BARE ORE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE, ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE 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. PUBIJC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM TE 2 kC 'i 1 6-14-21 NO. OF CONCRETE FOUNDATION TO LEVEL WITH Tal' OF SIDEWALK CUR9,, SM. PLAN 119 Z 0 V, I.,1 D., - REVISED PER COR REDLINES REVISED PER COR REDLINES REVISION 17- 17) t--x V \/ r- I I I WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON + RAW A a LST DATE: 11/5/96 Standard plans DWG. NAME: JR-12 SP PAGE: J013 STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT BRANCH BREAKERS 120/240 VOLT z TEST 16 POLE SWITCH FF F fill C BLOCK 8 111L TERMINAL B B B A UTILITY G PLUGFI) A A A STREET LIGHTING CONTACTORS CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON ROD NEAREST LUMINARF 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) STD. PLAN 123 PUBLIC WORKS STREET LIGHTING CONTACTOR PROVE DEPARTMENT CABINET SCHEMATIC DA SURVEYED: DESIGNED: _777— VJG VJG 6/14/21 LDH DRAWN: VJG1 VJG 2/6/20 LDH CHECKED: I LDH BY DATE APPR APPROVED: LDH SCALE: AS NOTED VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONDUIT i AREA 4 . SIZE TO FIT SIZE TO FIT CABINET CABINET —1 l'--O- r -Grade Level .4 cw FRONT VIEW.SIDE NEW Shim to plumb ';-- Note -r 417— f F fill #4 hoops; is #4 bar each corner 6" MIN V 3/8' diameter plastic drain -shil to plumb Sea Note 3 #4 hoops or each corner MIN UI- to 9�` \+11_3/8- diameter plastic drain SIDE VIEW SIDE VIE 1'-6" Cabinet depth1'-6 ­ 1' -1.. . I Cabinet depth V-6" + 2" + 2' bar each .5 S corner 'a a S c: + —#4 hoops #4 bar each corner PLAN VIEW PLAN VIE PAD MOUNT P MOUNT �, CONTROLL ER 'AalNEFOUNDATION -TFOUNDATIONBATTERY BACKUP UEM (aRS) FOUNDAIIQN For NOTES see Std. Pion 126.2 I STD. PLAN =,� J� (PUBLIC WORKS CABINET FOUNDATION DETAILS ROVEI� DEPARTMENT IMP CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT T-409105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS PLAT ILLUMINATION DETAILS 162ND AVE SE/SE 134TH ST RENTON, WASHINGTON 98056 PAGE: 6/14/21 IL4 OF: 4 4 0 0 0 0 0 00 <