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T-393421
PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W. M. IM �IM•y•� t'J I LLJ LLJ LLJ a J a N z �LLJ V ) PLAN VIEw SIZE TO FIT CABINET 6" 6" iI d + d R N e FRONT VIEW L� CONDUIT ENTR. AREA SIZE TO FIT CABINET —Grade Level a SIQL VIEW Shim to plumb Shim to plumb T — See Note 3 T See Note 3 .I 04 hoops sI #4 hoops G #4 bar each comer C #4 bur each corner 6" MIN 1" to 2" 6 MIH 1" to 2" 3/B" diameter plastic drain 3/B' diameter Plastic drain a C u `a SIDE MEW 1 —B• Cabinet depth V-6" +2 N i 121 4 hoop6 u w PLAN VIEW PAD MOUNT CONTROLLER CABINET FOUNDATION For NOTES see Std. Plan 126.2 G J4, bar each corner SIDE VIEW V-6• Cabinet depth V-6" + 2 io 9 s , r •'I C_ i u u 1'4 bar eoch corner PLAN NEW PAD MOUNT BATTERY BACKUP SYSTEIA {B�eSI FOUNDATION * `+ PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE DEPARTMENT zo I� �'N T T: VTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CALL BEFORE Office (425) 889-6747 YOU DIG Project Contact: Glen DuBreuil 1-800-424-5555 Phone: 425-250-0582 Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. DIAMETER = 7/8" - 4- 7/8, 1/4„ LOAD FUSE LINE 1/4" / \ 1 /8" 0 1/all CUTTING RINGS FUSE KIT EPDXY FILL --.I INLINE SPLICE E-T7r)vv E-,I I SPLICE K I T RECORD DRAWING REVISION FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON + a STANDARD PLANS 'I�:`• 1ST DATE: 04/04 DWG. NAME: J013 SP PACE: JO13 2/28/19 SURVEYED: DESIGNED: TREVIN ROLETTO, PE DRAWN: TREVIN ROLETTO, PE CHECKED: GLEN DUBREUIL BY DATE APPR APPROVED: CHRIS BICKET, PE =; SCALE: 4 LABEL THE STREET FACING SIDE OF THE CONTACTOR CABINET WITH ITS ADRES5 14UMBER (W/O STREET NAME)USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2' HIGH BLACK LETTERING ON WHITE BACKGROUND. ATTACH NAMEPLATE WITH ADHESIVE r-----------� I BREAKERS L- J PADLOCKABLE DRAW LATCH LEFT SIDE FRONT VIEW ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 BASE PLAN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ❑ D 1 1 METERING ,I1 11 DIA 422 T� � #6 AWG #8 AWG TEST CI5 BYPASS INTERNAL PHOTOCELL SERVICE r N DISCONNECT 100/2 A ri1 15 rZ CONTROLS AUTO —.� -0 C1 MAIN RATED TEST aIOH AIC 20 o RECEPTACLE tDCK LA 20 �� ILLUMINATION I C 1 PAD I xwn NOT Ia E><um Ipi of � BREAKER ArrcnwE MAIM 20 9 BBS 50 r SIGNAL PROI LOCAL UTILITY SERVICE BY OTHERS 1zD/240 VOLT I PHASE 3 WIRE , 2- TO I" NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO EXCEED 80% OF BREAKER AMPERAGE ENCzL URE CONSTRUCTION NOTES I EnERIOk, I/e" ALUMINUM, AND HIERIDH 1A GA COLD ROLLEO STEEL ELCGIRICAALT nELDW AND RErs9kCE0 MHERC REQUIRED � 2. GANSNIUCTKIN 1WLL BE NCIA 3R, "NTIGHI 3 ALL NUTS, ea is AND ScRcws WILL BE SIAMLESS STEEL REFLECTORIjED GO1,11C GOLD OR WHITE 4 NUTS BOL1S & SOR MS MILL NOT BE VISIBLE FROM OUI9DE OF ENCLOSURE S. R"PWF.S WILL BE PROVIDED AS REOLAREO LEGEND ON BLACK QACKGROUND D. CONTROL WIRING WILL Of MARKED AT BOTH ENOS FIT PERUMENT WIRE MARKERS 7 A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF RON THE Ft DOOR a ENCLOSURE WILL W FACrDW WIRED AND CONFORM rD REQUIRED NCUA AND UL wBA VAKIWDS. 9 ANW2f APrER FABRICATION 30/2 AS-BUILTS CERTIFICATION: �NER T I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN ��5�.•�''S ..41 HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE O WA y AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 2018 2• 03-06 2019 1--.0 ST0..G` NAME DATE ASS VIAL LICENSE # 03-06 20 1 9 ��:oF w�sy Big, S�ONIAL • �� 0%i7--2018 CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS T-393421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ILLUMINATION DETAILS DATE: 01/17/2018 Q FIELDBOOK: J PAGE: DRAWING NO: N L-04 z UJ SHEET: OF: 4 4 (n