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HomeMy WebLinkAboutzT-2020SetI LUMINAIRE SCHEDULE N.E. 1/4, SEC. 5, TWP 23 N- RGE_ 5E., W M. ILU t+11NAiRE 5 306 ,... 286 WIRING SCHEDULE 12 - ID xl POLE LOCATION (� y POLE C1Ri,1). CENTERLINE 7�0. LAMP 4 "J „T7:.GE HE :l{i11T RUN r`D CONDUIT GENERAL NOTES I 3673 B 2 + 74.6 LOCATION I.5 "` PVC (SCHEDULE 80) 3 #2 h' �I 2 #8 1_ ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD 2 NE 2018 ST. 36738 - t-+-69 NE 20 3h T. ea, R:2egLT 'I $3: R 28A loo 25' 7 5` PVC (SCHEDULE 40) I 1,5" PVC SPECIFICATIONS AND THESE PLANS. 3 4 gH,71 3675E 4-- i- 7$9+73? gBE9 ?DEE93 AVE NET1$,$IF7 3679F 3+- 6�3a�/!�ABERDEEN AVE NE 47 1 1 too 250 25' 35 ;� 1.5 'PVC (SCHEDULE 40) 2 #6 2 #6 � 1.5” PVC 2 #8 1. 5" 2 #8 - Z. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED 5 3681 F �tA+3f ABERDEEN AVE NE Q4- fgT -2n'RT z''3"-- Ri•2SE3tRT g /� I.5 ;PVC (SCHEDULE 40) IN THE FIELD BY THE CONTRACTOR AS NECESSARY - G_ 7 3681 F 3- 3- 2•Fft3Lj ABERDEEN AVE NE 3683F -G' G:�Gt ;g i3RF 28 RT 1 250 250 35i 35 L1 A 1. 5" PVC (SCHEDULE 2 #6 la 1.5" PVC 2#E 3 INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, 8 ABERDEEN AVE N'E 36848 0 +96.9 �3= Ri'.tg. #,JTf t ° . 6r D.1. PIPE 80) 2#8 � _ EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE - 9 NE 21st. ST. 36868 t+361,1.141f ABERDEEN PL. ' ",ART 2 900 7�� TI+ 3 = e 1 5`� 'PVC 2 #8 o o o BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. I I I I NE 36888 -B'`960a25YABERDEEN PL. NE 23' RT- 23.4•LT 2 - 2.}- t}TSMV Rr 900 25• � 3.5" PVC (SCHEDULE 40) 2#8 6' D.I. 83 Ly— g° 29� 53� W (R) 96_ � r 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON 12 36898 - 2�7�2 +>23gBERDEEN PL. N£ 36918 - 4*GO3 +S98ABEROEEN Pi- NE -} 2 2 2., R•T- IOC 25' ,� ice'. I , PVC 2 #8 :, _ NfJ°3C).. -. FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. ' \ Ar-IRT 2 goo 25" � 1.5" PVC (SCHEDULE 80) 2418 t° a.5" PVC 2#8 N 0° 30'39' E 591.78' WARN I A16— DRAWING NDT TO SC ALE v♦.w+ OD ,eDNS VC 7ZOA( PEPOIZ7 ERT W- 3, 3 «so EQ.2+WN =1 +56 E _ m OF 5 EET L IbAtT/lll Z7 0$of i 512 3 / 9Z ��h���\ fLl"L� 310 `' 8 9 288 NOTE7: T015 UIZAWINU IS F6K 155TICMT LIGHT AND 306 SIfaN IfUrPOSE5 ONLY AND 0905 NOT fZEFLECT FINAL LOC TION5 OF OT"M UTILITIES. s /ZqL 5. ALL WORK SHALL BE CONSISTENT WITH" UTILITY AGENCY REQUIREMENTS, THE CONTRACT SHALL CONTACT ALL PERTINENT UTILITY - AGENCIES _ 49 HOURS BEFORE COMMENCING }YORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES- THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE - 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON TRAFFIC ENGINEERING DIVISION (277-5577) FOR INSPECTION PURPOSES 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL RE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. END OF PROJECT - I 2+825 E I: TO CITY STANDAR CHECKED FOR COMPL(AN ' ate «�o Date Date RECOMMENDED FOR APPROVAL RECOMMENDED 296 FOR APPROVAL BY ii' ,• �..< r nn i� Nyasa -•/ /�aL BY Rig -41 -Z020 i a 4 r r I 1 3 i I f 1 5 306 ,... 286 12 - 294 Jr. h' �I 10 \\ \ I 204 -� )N� _� ✓ W . 6r D.1. PIPE f - e'D.. PIPE � PIFE _ M TI+ 3 = e 3 - o o o d ' d ERDEEN - - n PL. N. E. - '� -, ° a Q �� �L� N 6' D.I. 83 Ly— g° 29� 53� W (R) 96_ � r M 302 e I _ _" _ a°.'. .' _ _ :, _ NfJ°3C).. -. 1 " 1+5624 NO°3033 M v♦.w+ OD 3 «so EQ.2+WN =1 +56 E _ m 300 4 /� "` ��� � 1 T CITY OF 0 / �'% � / � \ UTILITY EASEMENTS EASEMENTS 290 292 ,° 296 % ^ \ It ,; 00°4}\ \ / \ \\ 13 W a —�/ /7g'2 .���.. 284 \���� •� °� \\\ N \. 2 z 296 296 286 290 294 292 C 296... 286 II �� 25 .: i6 tiI I j 282 `C \ �• 1 +1827 END OF EASEMENT- ° ml 3 2 I II ' `!+ 282 16 284 286 15 288 14 - w z EXISTING FIRE HYDRANT I OPI i�iARS II NEW HYDRANT l RELOCATE IF NECESSARY �� REMOVE EX I5T HYDRANT TO ACCOMMODATE ROAD IMPROVEMENTS- ISTOP ' 91(aN i - - - -- AND SALVAGE TO CITY SHOP PLUG EXISTING VALVE ^� -.. '• 7c - _ �- '--J�u B PP TO BE REHDVED WITH 6" MJ (PLUG) Z EXISTING Pp - � 284 - w 6 EXIST. 6* STEEL WATER MAIN 57CCEET NLME Q 4 - ' ¢� OF r t�EK CI I'( - OF tZENTON 5737- Ij EXIST. MON. Eq.0 +50 N = 0 +00 E - HOR B VERT a NOG °3028 °E 295 -65`_ I '___ _ N 0 °30`_28 °E 325 -65' CONTROL RIM EL.2 9 -45' EQ.3 +78N =0+OOE "``' i=. s ° ELECTRICAL LEGEND — Note to the Contractor ABERDEEN AVE. N.E. I CITY OF RENTON STANDARD ZS` DAVIT POLE WITH 8 LUMINAIRE FLAT LENS LUMINAIRE AND IOOWHP LAMP, ARM AND TYPE M -C'll ® SERVICE CABINET .w4me ?IEeN m tz + C1 i ,5/F PfWCM 91D DEPARTMENT OF P U B L I C WORKS 1� FIXTURES TO BE G -E_ MODEL M25OA2, GLASS LENS, 240 VOLT, Contractor to provide 101 of PVC SCR 80 riser conduit with MAGNETIC REGULATOR BALAST_ PLAT_ OF POLLOS ESTATES - STANDARD 35'D.AVIT POLE WITH 8` LUMINAIRE AND 250WHPS LAMP.- M -C-11 necessary stand -offs so Puget Power & Light Company will - provide the service connection if service does not go to Jr STREET- LIGHTS AND SIGNS � CONCRETE PAD LIGHT BASE AND JUNCTION BOX TYPE I. TO Cu, USE-XLP. under ground vault connection. F.�,.. fr JUNCTION BOX TYPE I WITH CONCRETE PAD. CONDUCTOR INSIDE LIGHT POLE TO BE THERMOPLASTIC POLE �z� 1 AS REO 'D CITY OFRENTON H. C. 8/90 DESIGNED DATFMAYI�r 1990 FILE NO. AND BRACKET GABLE, 2 #10. � H 1 SCALE I _ _ _ 2 fl__ _ ___ 1 2 - H -C. 2/91 DRAWN CHECKED SCALE I=20 PVC CONDUIT (SEE WIRING SCHEDULE) <,PCn-FC�L�,.,.v.aAlzE -l.o� T. °,�s SSG 611,19" A5 2EQ`D CITY OF KENToN Kg 1 r'r ^i 3 NO. � REVIBION ICN'HC BY APPR. 5Ic11 I GATE APPROVED °inec o t ' SHEET�OF_� Rig -41 -Z020 i a 4 r r I 1 3 i I f 1 1/4" LOAD LINE Ir4" I /8e, Ifa" FUSE CUTTING RINGS LENGTH = 4 7/8" DIAMETER= 7/8" FUSE KIT EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT LETTER SUFIXED LETTER PREFIXED CITY OWNED PUGET POWER OWNED 1� N i CURB N —E 11 + `F DECAL - r� REFLECTORIZED 601M Z 45° GOLD OR WHITE LEGEND ON BLACK BACKGRODID Z o TRAFFIC 0 00 FLOW PLAN VIEW �9 5/18" GALV STEEL COVER PLATE (DIAMOND PATTERN) 1 ,-MV. STEEL FRAME ANCHORED IN PLACE (DIAMOND PATTERN) "D d SECTION A-A SECTION B -B m\ JUNCTION BOX -TYPE I STREET LIGHT STANDARD DECAL NUMBERING SYSTEM A M C A BOX TYPE R ITEM TYPE 1 I TYPE 2 1 I K ALTERNATE A ALTERNATE BI C BOX..IOUTSID WIDTH LENGTH B 22 22 19. 28•• B BOX OUTSIDE WIDTH 17 17.. V2" L D BOX INSIDE WIDTH 13" 19" 17" ABERDEEN AVE_ NE m E LID LENGTH IE IE 261/27 3 4 5 6 7 E F LID WIDTH 13" 18 17" G BOX DEPTH i2 127' 12" --- • -t H LID FRAME DEPTH 5/16" SAG" 5/167 J WALL THICKNESS (MIN) - 1 1/2 °. 1 1/2 " 1 1/2" K WIRE REINFORCEMENT W-3 W -2.5 W-2.5 PLAN VIEW - L LEGEND SEE DFi AIL SEE DETAIL SEE DETAIL _T■ JUNCTION BOX DIMENSION TABLE K ITEM MATERIAL - BOX 600 PSI CONCRETE (SEE NOTES) _ FRAME DIAMOND PLATE STEEL 8 LID SUPPORT V C.L. 8" MIN. THICK STEEL OR T -A36 ' LID DIAMOND PLATE STEEL ANCHORS STEEL WIRE OR TEE PLATE v~i ELEVATION. VIEW REINFORCEMENT ASTM A-82 STEEL = z 6" MIN -8"MAX MATERIAL TABLE ~ 2 I" NOM N ABERDEEN PL. NE T S T SIGNALS g i►I 3 'MAX W 7 TRAFFIC SIGNAL ILLUMINATION LIGHTING z �2" MAX SYSTEM LEGEND SYSTEM LEGEND TS -LT 12 6 "GRAVEL PAD NOTE= FORM LETTERS WITH (COMPACTED) 1/8" WELD BEAD. GRIND OFF TELEMETRY i DIAMOND PATTERN BEFORE II FORMING LETTERS. TYPICAL. JUNCTION BOX LEGEND DETAIL INSTALLATION DETAILS I LID NOTE :2 HOOKS PER LIDS: STREET LIGHTING CIRCUIT DIAGRAM [I��XI "X3 /18" FLG.1 HOOK DETAIL JUNCTION BOX DETAILS NIRE LO 2" W.P.S. SLIPFITTER EVACKET C413LE 2 OP Z5c 314' REDUCING W"EK 51N6LE OR DOUBLE MAST AtzM AS tZEQ�� \ -/ \ 3/4" t� \ \� / PW -POUI3LE MAST AIZM . I145TALL 2 "° MAST AI2M (QAOLE BETWEEN WIRING t7lZM LUMINAI12E5 WIZEN 3/4, RoMEX comtNECCO(Z BOTU LUM I NAI IZES LOCK1 or A� E ON SAME STRAIN RELIEF DETW L NOTES= ALL DIMENSIONS ARE_ EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS THE NOTED LID THICKENERS OVERALL MINIMUM_ THE DIAMOND PATTERN FOR TYPE OR TYPE 2 BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME. 4000 PSI CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6X6 - W3XW3 WELDED WIRE FABRIC WELDED TO THE FRAME. WHEN NOTED IN THE CONTRACT, TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 10 DEEP EXTENSION BOXES WHEN NOTED IN THE CONTRACT, TYPE 2 BOXES SHALL BE PROVIDED WITH A 10 X 27 1/2" 10 GAGE DIVIDER PLATE COMPLETE FASTENERS. NON-CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20 LOAD TEST. t e %P- RECOMMENDED I INSTALL DECAL NUMBERS TO BE NUMBERS VERTICALLY 2' TO 2 1 /2"' IN � BY 11tf>H HEIGHT, INSTALLED ONLY IN DRY WEATHER 50° OR ABOVE NUMBERING EXAMPLES LETTER SUFIXED LETTER PREFIXED CITY OWNED PUGET POWER OWNED 1� N i CURB N —E 11 + `F DECAL - r� REFLECTORIZED 601M Z 45° GOLD OR WHITE LEGEND ON BLACK BACKGRODID Z o TRAFFIC 0 00 FLOW PLAN VIEW �9 5/18" GALV STEEL COVER PLATE (DIAMOND PATTERN) 1 ,-MV. STEEL FRAME ANCHORED IN PLACE (DIAMOND PATTERN) "D d SECTION A-A SECTION B -B m\ JUNCTION BOX -TYPE I STREET LIGHT STANDARD DECAL NUMBERING SYSTEM A M C A BOX TYPE R ITEM TYPE 1 I TYPE 2 1 I K ALTERNATE A ALTERNATE BI C BOX..IOUTSID WIDTH LENGTH B 22 22 19. 28•• B BOX OUTSIDE WIDTH 17 17.. V2" L D BOX INSIDE WIDTH 13" 19" 17" ABERDEEN AVE_ NE m E LID LENGTH IE IE 261/27 3 4 5 6 7 E F LID WIDTH 13" 18 17" G BOX DEPTH i2 127' 12" --- • -t H LID FRAME DEPTH 5/16" SAG" 5/167 J WALL THICKNESS (MIN) - 1 1/2 °. 1 1/2 " 1 1/2" K WIRE REINFORCEMENT W-3 W -2.5 W-2.5 PLAN VIEW - L LEGEND SEE DFi AIL SEE DETAIL SEE DETAIL _T■ JUNCTION BOX DIMENSION TABLE K ITEM MATERIAL - BOX 600 PSI CONCRETE (SEE NOTES) _ FRAME DIAMOND PLATE STEEL 8 LID SUPPORT V C.L. 8" MIN. THICK STEEL OR T -A36 ' LID DIAMOND PLATE STEEL ANCHORS STEEL WIRE OR TEE PLATE v~i ELEVATION. VIEW REINFORCEMENT ASTM A-82 STEEL = z 6" MIN -8"MAX MATERIAL TABLE ~ 2 I" NOM N ABERDEEN PL. NE T S T SIGNALS g i►I 3 'MAX W 7 TRAFFIC SIGNAL ILLUMINATION LIGHTING z �2" MAX SYSTEM LEGEND SYSTEM LEGEND TS -LT 12 6 "GRAVEL PAD NOTE= FORM LETTERS WITH (COMPACTED) 1/8" WELD BEAD. GRIND OFF TELEMETRY i DIAMOND PATTERN BEFORE II FORMING LETTERS. TYPICAL. JUNCTION BOX LEGEND DETAIL INSTALLATION DETAILS I LID NOTE :2 HOOKS PER LIDS: STREET LIGHTING CIRCUIT DIAGRAM [I��XI "X3 /18" FLG.1 HOOK DETAIL JUNCTION BOX DETAILS NIRE LO 2" W.P.S. SLIPFITTER EVACKET C413LE 2 OP Z5c 314' REDUCING W"EK 51N6LE OR DOUBLE MAST AtzM AS tZEQ�� \ -/ \ 3/4" t� \ \� / PW -POUI3LE MAST AIZM . I145TALL 2 "° MAST AI2M (QAOLE BETWEEN WIRING t7lZM LUMINAI12E5 WIZEN 3/4, RoMEX comtNECCO(Z BOTU LUM I NAI IZES LOCK1 or A� E ON SAME STRAIN RELIEF DETW L NOTES= ALL DIMENSIONS ARE_ EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS THE NOTED LID THICKENERS OVERALL MINIMUM_ THE DIAMOND PATTERN FOR TYPE OR TYPE 2 BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME. 4000 PSI CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6X6 - W3XW3 WELDED WIRE FABRIC WELDED TO THE FRAME. WHEN NOTED IN THE CONTRACT, TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 10 DEEP EXTENSION BOXES WHEN NOTED IN THE CONTRACT, TYPE 2 BOXES SHALL BE PROVIDED WITH A 10 X 27 1/2" 10 GAGE DIVIDER PLATE COMPLETE FASTENERS. NON-CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20 LOAD TEST. t e %P- RECOMMENDED RECOMMENDED FOR APPROVAL FOR APPROVAL BY c �. �7 e� � BY 11tf>H 9" T?O —4 ( -20Z0 + I I I I I I I I I& I I I I I I I I I& I I 1 1 1 A I I I AL I I I Ilk I� I I 1 I �I ! I FRONT VIEW SIDE VIEW STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/140 VOLT STREET LIGHT CONTACTOR ,CABINET 8c CABINET FOUNDATION TYPE III SERVICE CABINET 1 RECOMMENDED RECOMMENDED FOR APPROVAL / FOR APPROVAL A ' BY C- �rx "YI BY Z-/ f ' d -z1- T , ....__— 2_020 CITY O F R E N T O N s s ; DEPARTMENT O F P U B L I C WORKS PLAT OF POLLOS ESTATES, ELECTRICAL DETAILS * 2 ❑ES�rueo _. —. AUG. 199() .... _ .... 7-/217- 4 1-ZOZC I I I I AI I I I A I I I$ I I O I- IOOA. PANEL W/ BRANCH IOOA MAIN 2. 2" MALE FEMALE BUSHINGS_ 3. PE CELL TERMINAL STRIP, 4. RACEWAY WITH REMOVABLE COVER. 5. TEST SWITCH. 6. GFI. RECEPTACLE_ 2. POLE 240 VOLT Z LIGHTING CONTACTORS AS ® 0 REQ'D 8. SERVICE FEEDERS_ �= Im "am LOAD CENTER © ® i Ul Q m p TEST SWITCH 8 BRANCH J Q = UTILITY PLUG ENT BREAKERS E 120/240 VOLT z STREET LIGHTING 16 POLE CONTACTORS TEST A SWITCH 16" 10" ' A B 1.1 O MIN. MIN. FRONT VIEW PLAN VEIN SDE VEIN B TERMINAL B BLOCK UTILITY '... B B B PLUG CD CABINET' EQUPMENT �— STREET LIGHTING CONTACTORS 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX 1 WITH 2 KEYS A A 4 2. 12 GAUGE (MR) GALVANIZED SHEET STEEL B B B B B 3. WELDEDSEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) D 5. INTERIOR - WHITE BAKED -ON ENAMEL 4 R 6. EXTERIOR- GRAY -ETCH GALVANIZED SURFACE BEFORE FAINTING 7. BOTTOM OPEN - 2' MOUNTING FLANGE (TURNED NYI M ON ALL SIDES A CIRCUIT WIRES TO LIGHTING RUNS S. 4- 1/2 "xld' GALVANIZED ANCHOR BOLTS WMUTS AND WASHERS TO GROUND ROD 4" 9.4- 1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES PHOTOCELL MOUNTED ON NEAREST I 4-1/2x16" GALVANIZED CABINET FOLMATION LUMINAIRE -� ANCHOR BOLTS WIRING COLOR CODE _ G. L. a -11 ,.II a I! JI II - II P t7 I� J► —G.L CONOUITENTR_AREA �: -� A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) 8 D. RED JACKET (LOAD) Q - D' • V - •_ E. GREEN OR BARE COPPER (GROUND) p- a e 6s LSIZE TO FIT CABINET I SRE TO FIT. CABINET. PLAN VEIN , I— — FRONT VIEW SIDE VIEW STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/140 VOLT STREET LIGHT CONTACTOR ,CABINET 8c CABINET FOUNDATION TYPE III SERVICE CABINET 1 RECOMMENDED RECOMMENDED FOR APPROVAL / FOR APPROVAL A ' BY C- �rx "YI BY Z-/ f ' d -z1- T , ....__— 2_020 CITY O F R E N T O N s s ; DEPARTMENT O F P U B L I C WORKS PLAT OF POLLOS ESTATES, ELECTRICAL DETAILS * 2 ❑ES�rueo _. —. AUG. 199() .... _ .... 7-/217- 4 1-ZOZC I I I I AI I I I A I I I$ I I O I- IOOA. PANEL W/ BRANCH BREAKERS AS REQ'D_ 2. 2" MALE FEMALE BUSHINGS_ 3. PE CELL TERMINAL STRIP, 4. RACEWAY WITH REMOVABLE COVER. 5. TEST SWITCH. 6. GFI. RECEPTACLE_ Z LIGHTING CONTACTORS AS ® 0 REQ'D 8. SERVICE FEEDERS_ �= Im "am FRONT VIEW SIDE VIEW STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/140 VOLT STREET LIGHT CONTACTOR ,CABINET 8c CABINET FOUNDATION TYPE III SERVICE CABINET 1 RECOMMENDED RECOMMENDED FOR APPROVAL / FOR APPROVAL A ' BY C- �rx "YI BY Z-/ f ' d -z1- T , ....__— 2_020 CITY O F R E N T O N s s ; DEPARTMENT O F P U B L I C WORKS PLAT OF POLLOS ESTATES, ELECTRICAL DETAILS * 2 ❑ES�rueo _. —. AUG. 199() .... _ .... 7-/217- 4 1-ZOZC I I I I AI I I I A I I I$ I I c I- IOOA. PANEL W/ BRANCH BREAKERS AS REQ'D_ 2. 2" MALE FEMALE BUSHINGS_ 3. PE CELL TERMINAL STRIP, 4. RACEWAY WITH REMOVABLE COVER. 5. TEST SWITCH. 6. GFI. RECEPTACLE_ Z LIGHTING CONTACTORS AS REQ'D 8. SERVICE FEEDERS_ FRONT VIEW SIDE VIEW STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/140 VOLT STREET LIGHT CONTACTOR ,CABINET 8c CABINET FOUNDATION TYPE III SERVICE CABINET 1 RECOMMENDED RECOMMENDED FOR APPROVAL / FOR APPROVAL A ' BY C- �rx "YI BY Z-/ f ' d -z1- T , ....__— 2_020 CITY O F R E N T O N s s ; DEPARTMENT O F P U B L I C WORKS PLAT OF POLLOS ESTATES, ELECTRICAL DETAILS * 2 ❑ES�rueo _. —. AUG. 199() .... _ .... 7-/217- 4 1-ZOZC I I I I AI I I I A I I I$ I I