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HomeMy WebLinkAboutzT-3111SetI� N I '*_ 9 co r N _ N Q D J O ruU D p Q o W � Z o F=- a 4 � U w N a v o w a Q Q O E-4 3 v N VK*M MW COMPONENT REFERENCE _ ___ _ -_ ___- - -------------- ------------------ -- ----- -- ---- --- -- -1�'1- 1_��__ all 1�.r✓ .c 'v 8.02 0- o a pt ,C y ___---- - ------ ------ -___ -- - ------------------------- a cn OD •71 :2 zQ J Z z � �o �N W c` X W J �T4 2 W U, W D r C gW a Wqq 0 CL Z 0 oc W � � z Q a' 0 Ix ca z eo L i o 0 U LAJ Z 1 � I N.E. 4TH STREET CHANNELIZATION,AND ILLUMINATION PLAN NW 1/4 OF NW 1/4 OF SECTION 15, TON?rBFNP 23 NORTH, RANGE 5 EAST, W.M. KNf3 COUNTY 1NA8FNQTON 1 * =40 0 20 40 80 a 1 { NE 8th St t t 1. I < i, V i SE 28th St SE �_ _ 32nd St NOTE: ADDITIONAL PAVING REQUIRED FOR FUTURE BIKE LANE IN COMPLIANCE WITH N CITY OF RENTON NE 3RD /4TH CORRIDOR IMPROVEMENT PLAN. STRIPING FOR BIKE LANE WILL BE INSTALLED BY THE CITY N ' OF RENTON AT A LATER DATE TBD. o 1 I �► r I � v ` --- __ -___- ---- ,- - -_ -_- - - -- r In v- O+ + Natw�l7ooe a a a �1- ---' -___�_ _ r ----- - - - - -_ --- 1_► ------ �_J I ,�1 1\\ ------------ I_�__ --------------------------------- '------- ------------ L -� ______ O O O tD laJ RAJ U v N VK*M MW COMPONENT REFERENCE _ ___ _ -_ ___- - -------------- ------------------ -- ----- -- ---- --- -- -1�'1- 1_��__ 1 i � 1�.r✓ APPROACH LINE 8.02 0- BASE PLATE 10 +00 y ___---- - ------ ------ -___ -- - ------------------------- - - - - -- -- 'i___ - -_ - __�'�`` -- ;-_,,�- �,_- _ - - - -- - - - - - -- - - - - - - -- 30' LIGHT BASE AND JUNCTION BOX LOCATIONS I 1 LANE LINE (C CURB) 8.02 w1T _;�_ -- -1 -1-- - ---1 \a__ -__ _ - --- --- ---- 8.03 -- CURB RETURN DATA: as !2 Q 1 13 +00 14+ NE 4th STREET' f RIBERA -BALCO ACCESS z rn NEW CURB -- __- -- _ -___a __ �,� �� -------- -_�_------------------------------------------------ _____ __ __ ______ - -__ __ RADIUS PROPOSED TYPE 1 J -BOX ® 15+ 0 I LO • 0 -� �IoI W E 16 +48• 16 +73 -- Wqq 0 CL Z 0 oc W � � z Q a' 0 Ix ca z eo L i o 0 U LAJ Z 1 � I N.E. 4TH STREET CHANNELIZATION,AND ILLUMINATION PLAN NW 1/4 OF NW 1/4 OF SECTION 15, TON?rBFNP 23 NORTH, RANGE 5 EAST, W.M. KNf3 COUNTY 1NA8FNQTON 1 * =40 0 20 40 80 a 1 { NE 8th St t t 1. I < i, V i SE 28th St SE �_ _ 32nd St NOTE: ADDITIONAL PAVING REQUIRED FOR FUTURE BIKE LANE IN COMPLIANCE WITH N CITY OF RENTON NE 3RD /4TH CORRIDOR IMPROVEMENT PLAN. STRIPING FOR BIKE LANE WILL BE INSTALLED BY THE CITY N ' OF RENTON AT A LATER DATE TBD. o 1 I �► r I � v ` --- __ -___- ---- ,- - -_ -_- - - -- r In v- O+ + Natw�l7ooe CAR WASH Q ' 1 z 1 1 O I 1 � I M 1 1 r 1 \ 1 I I I I I � . I � C -rte: I ' -___ ---------- �1- ---' -___�_ _ r ----- - - - - -_ --- 1_► ------ �_J I ,�1 1\\ ------------ I_�__ --------------------------------- '------- ------------ L -� ______ [VV�JJ tD = v N VK*M MW COMPONENT REFERENCE _ ___ _ -_ ___- - -------------- ------------------ -- ----- -- ---- --- -- -1�'1- 1_��__ _- ---- - - -- ----------------------------- 1�.r✓ APPROACH LINE 8.02 WIG. HEIGHT BASE PLATE 10 +00 y ___---- - ------ ------ -___ -- - ------------------------- - - - - -- -- 'i___ - -_ - __�'�`` -- ;-_,,�- �,_- _ - - - -- - - - - - -- - - - - - - -- 30' LIGHT BASE AND JUNCTION BOX LOCATIONS /. 71 +00 LANE LINE (C CURB) 8.02 w1T _;�_ -- -1 -1-- - ---1 \a__ -__ _ - --- --- ---- 8.03 -- CURB RETURN DATA: t.- 1 13 +00 14+ NE 4th STREET' f RIBERA -BALCO ACCESS z rn NEW CURB -- __- -- _ -___a __ �,� �� -------- -_�_------------------------------------------------ _____ __ __ ______ - -__ __ RADIUS PROPOSED TYPE 1 J -BOX ® 15+ 0 w LO • 0 -� _- -4 -- ---------------------------- W E 16 +48• 16 +73 -- - 1 + 17 +07 f _ 25' A � -� /M + I� 4030 H � +oo 5 18 +23, 46.0' RT -- _' -_ -;_/ --------- --- T- •--------- ------- . -__ -__ � --- -------- 40` N 6' CITY OF RENTON ��.�_ � .ter 21+00 SCHEDULE 80 ILLUMINATION I� I I A 40' STANDARD 6' CITY OF RENTON 4034 H (3) --------- ___ -___ -' - - -� __ - - - -1 ------------------ M -C- III -400 A 40' STANDARD 6' CITY OF RENTON •40.40 H (4) - - - - -- -------- - - - --► .. 14 +98, 41.0' RT w Y 5 € 6' CITY OF RENTON UNK)N (4) 16 +08, 52.5' RT M -C -III -400 A 40' STANDARD T CITY OF RENTON Z (4) BROWN BEAR -mrmumm- A. 0 +54.08, 4 LT _- ........_ ... - CAR WASH Q ' 1 z 1 1 O I 1 � I M 1 1 r 1 \ 1 I I I I I � . I � C -rte: I EXPIRES 6 -23 -06 1 LUMINAIRE STANDARD 30 FT. DAVIT POLE JR-05 RENTON = JR-06 No. COMPONENT REFERENCE O U) CONCRETE PAD DETAILS 1�.r✓ APPROACH LINE 8.02 WIG. HEIGHT BASE PLATE 1�2 RIGHT TURN MARKING 8.03 w JR -II 3 LEFT TURN MARKING 8.03 30' LIGHT BASE AND JUNCTION BOX LOCATIONS JR -36A. LANE LINE (C CURB) 8.02 j „Q N tO CV STOP LINE 8.03 -- CURB RETURN DATA: CV � NE 4th STREET' f RIBERA -BALCO ACCESS z rn CORNER PC S`1fA. PT STA. RADIUS PROPOSED TYPE 1 J -BOX ® EXISTING TYPE 1 J -BOX w LO • 0 -� r-. LO W E 16 +48• 16 +73 25' CV SE � 17 +07 17 +32 25' A CI Y OF RENTON STANDARD /M + STANDAR) ' 4030 H I EXPIRES 6 -23 -06 1 6� Z t� 2 W 40 JR-02 LUMINAIRE STANDARD 30 FT. DAVIT POLE JR-05 U_ = JR-06 LUMINAIRE POLE. MATCH E5 -E7. TYPICAL LIGHTING UNDERGROUND SYSTEM 0 z Z O U) CONCRETE PAD DETAILS JR-061 DIST -WATTS W WIG. HEIGHT BASE PLATE AND CABINET FOUNDATION JR -101 POLE No. w JR -II 14 +97, 39.0' LT TYPE III SERVICE CABINET a 30' LIGHT BASE AND JUNCTION BOX LOCATIONS JR -36A. Q TYPICAL. CONCRETE PAD DETAILS j „Q N tO CV C'V z p LD -- 0000 CV � z } z rn co 00 z w �'.' m PROPOSED TYPE 1 J -BOX 12' EXISTING TYPE 1 J -BOX w LO • 0 -� r-. LO W E C4 W CV CV "J Vc= � X�4 17 +18, 46.0' RT M -C -III -400 A 6� Z t� 2 W 40 JR-02 LUMINAIRE STANDARD 30 FT. DAVIT POLE JR-05 (2) POWER SOURCE MAST AN WIRING DETAIL JR-06 LUMINAIRE POLE. MATCH E5 -E7. TYPICAL LIGHTING UNDERGROUND SYSTEM JR -07 CONCRETE PAD DETAILS JR-061 DIST -WATTS STREET LIGHT CONTACTOR CABINET WIG. HEIGHT BASE PLATE AND CABINET FOUNDATION JR -101 POLE No. STREET LIGHTING CONTACTOR CABINET SCHEMATIC JR -II 14 +97, 39.0' LT TYPE III SERVICE CABINET JR -35 30' LIGHT BASE AND JUNCTION BOX LOCATIONS JR -36A. EXISTING TYPICAL. CONCRETE PAD DETAILS JR -36 �2 JUNCTION BOX DETAILS M -C- III -200 EX. -- PROPOSED STREET LIGHT c�- - EXISTING STREET LIGHT 318116 - 167197 ON STREET LIGHT POLE 0 EXISTING STREET LIGHT M -C- III -200 ON PSE POWER POLE m PROPOSED TYPE 1 J -BOX 12' EXISTING TYPE 1 J -BOX iii EXISTING TYPE 2 J -BOX -_ --- - -- PROPOSED CONDUIT _._.... ......... __. _.. _................. EXISTING CONDUIT ....�:. EXISTING SERVICE CABINET f SKMOE 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 ". 3)- INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R3 -7R) ON LUMINAIRE POLE 1 . CLEARANCE FROM BOTTOM OF IGN SHALL BE AT LEAST 7' -0 0 M EX. OVER POWER LI EX. TELEPHONE 42' RIGHT OF WAY (2)YELLOW LINE VARIES 42' -54' RIGHT OF WAY 12' 41' 13 1 1 6' 6' 12 11 --- s T � W-1-mah. � _ ; �-� -- - - I�i-iil�i% i i r i- rii i- TS -iTi mr TA EXISTING SIDEWALLK TYPICAL ROAD SECTION (NE 4th ST.) WITH STREET LIGHTS SCALE: 1 " =10' LU SC HOLE: LUMINAIRE EXISTING LUMINAIRE ON TYPE III (2) POWER SOURCE (4) NEW LUMINAIRE ON NEW LUMINAIRE POLE. MATCH E5 -E7. c Ic CIRCUIT A NUMBER STATION DIST -WATTS CIRCUIT WIG. HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS 0 14 +97, 39.0' LT M -C- III -250 EX. 30' EXISTING 12' EXISTING 318116 - 167181 (1) �2 16 +52. 39.0' LT M -C- III -200 EX. 30' EXISTING 12' EXISTING 318116 - 167197 (1) 0 17 +98. 39.0' LT M -C- III -200 EX. 30' EXISTING 12' EXISTING 318116 - 167212 (1) (2) 4 20 +53, 39.0' LT M -C- III -200 EX. 30' EXISTING 12' EXISTING 318116 - 167236 (1) 17 +18, 46.0' RT M -C -III -400 A 40' STANDARD 6' CITY OF RENTON 4030 H (3) 5 18 +23, 46.0' RT M -C -III -400 A 40` STANDARD 6' CITY OF RENTON 4032 H (3) SCHEDULE 80 ILLUMINATION 19 +28, 46.0 RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON 4034 H (3) 13 +93, 41.0' RT M -C- III -400 A 40' STANDARD 6' CITY OF RENTON •40.40 H (4) 14 +98, 41.0' RT M- C- III -400 A 40' STANDARD 6' CITY OF RENTON ,4042 H (4) 16 +08, 52.5' RT M -C -III -400 A 40' STANDARD 6' CITY OF RENTON �� H (4) �i (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. ROLL Z �. `- REMOVE EX. STOP AND RIGHT TURN _ ONLY SKINS EX. ARROWS STA. 1+29. 4' LT � r 1 I I P I _ F 1 12' 6' 6" 2% AND VARIES I - NWPA - E PAVEMENT _� I \CONDUIT 1.5' FROM BACK OF CURB 4" THICK CONCRETE SIDEWALK 4.5' TO CENTER 1 OF LUMINAIRE BASE y O r ----- ------ - - - - -- - -- -. pm CFFICE I � 1 t i I 1 ' I I 1 1 1 1 I 4" MIN. COVER CONSTRUCTION NOTES MAST ARM, Fnc►tx� coNOUr. AND Ju+cnon eox PER an of sto. �,ws 0 JR-02. JR -05, JR-06, JR-07, JR-35 AND JR -36A. SEE SHEETS Sl2 AND S13. LUIIN1AKiE AND POLE SHALL MATCH EXISTING LUMINAIRE E5 -E7 ALONG POSE OFFICE FRONTAGE. PLEASE REFER TO BCE DESIGN REPORT BATED APRIL 14, 2003 FOR LUMINAIRE CATALOG CUT SHEETS. O2 EXISTING SKYLINE ELECTRIC SERVICE CABINET TO REMAIN. O3 EXISTING PSE PONDER POLE MOUNTED LUMINAIRE TO REMAIN. �4 EXISTING PSE POWER POLE TO REMAIN AND SERVE AS POWER SOURCE FOR PROPOSED ILLUMINATION. OS ROUTE CONDOR TO EXISTING LUMINAIRES TO TIE PROPOSED LUMINAIRES N1-N3 INTO EXISTING ILLUMINATION SYSTEM. O6 E)QSTING LUMINAIRE AND LUINNAIRE POLE TO WM. '� EXISTING PSE POWER POLE TO REMAIN. �R23� GENERAL NOTES 1. PHOTOMETRIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED APRIL 14, 2003. 2. FUNCTIONAL CLASSIFICATION OF NORTH EAST 4th STREET IS COMMERCIAL PRINCIPAL. ARTERI1L 3. ALL STREET LIGHTING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS 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 SHALL BE PROVIDES BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY ENCNEER. 6. ALL EXISTING AND PROPOSED UTX M SHALL RUN UNDERGROUND ALONG SITE FRONTAGE. 7. MINIMUM AVERAGE MAINTAINED ILLUMINATION: 2.40 FC (1 SIDE). 2.03 FC (STAGGERED). PROVIDED > 2.00 FC MIN. REQUIRED PER CRY OF RENTON STANDARDS. 8• MAXIMUM UNIFORMITY RATIO 4.00:1 (1 SIDE). 2.54 (STAGGERED) <4.00:1 MAX. REQUIRED PER CITY OF RENTON STANDARDS. BREAKER 9CHEDULry SERVICE w1Nd BRANCH CONTACTOR REwrres AND CIRCUITS I�BREAICER' BREAKER I AMPS I - - - - --- I Q tri �y a r 0 ra cn *MIA c 4 rn N r � O SERVICE 100 A 3 No. 6 1.5" PVC SCHEDULE 80 ILLUMINATION E Us) c Ic CIRCUIT A 30 30 ILLUMINATION Z CIRCUIT %SPARE) O 30 30 ILLUMINATION Y DOW . W CHAIN. end LLLM W r CONDUCTOR SCHEDULE ai it C'Zi / / /ck2 , 1 76 ►NME0 MAY 112006 RUN /� & CIRCUIT CONDUCTOR CONDUIT REMARKS =` T A EXISTING EXISTING EXISTING ILLUMINATION 5 L A 3 No. 6 2" PVC SCHEDULE 80 ILLUMINATION ` tri �y a r 0 ra cn *MIA c 4 rn N r � O 4 A 3 No. 6 1.5" PVC SCHEDULE 80 ILLUMINATION Us) v Y O Z . 1 Dotes O , Y DOW . W CHAIN. end LLLM W 'U =_ ai it C'Zi / / /ck2 , 1 76 ►NME0 MAY 112006 tri �y a r 0 ra cn *MIA c 4 rn N r � O 0 N _ o %IIII Z N y 4. 0 N N 0 Z 1 O Q F= 2 CO) CL �Q J U Z 0� < 0 Z Z 0 a F= Z a 0 ° N J Z z z Q V) W CIL V a � w w „� a. o�rl � 3 0 .a M W d c" w NNI o pt a C F C .r c 0 a W c � � A N- 3 K 2 �O J w V U 0 W j � r � Z ,•, � � U U1 d CL 0. a o � 4 w w � Y R N W o o v F- - I a aa. a<a N 0 0 c_n W d z 0 z 0 2 0 p 0 IIY Z 0 Lu 2 L i� Ch U W a ar Li i� O Z L& I 0 N.E. 4th STREET CHANN LIZATION AND ILLUMINATION NOTES AND DETAILS FUSE KITS QUICK DISCONNECT 10 AMT' IN LINE FUSE XITS TO LUMINAIRL S.E.C. UR EQUAL TYPICAL DESIGN "H' JUNCTION BOX 1/4" MINIMUM GROUND LUG DRAIN HOLE SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO WIRE RUNS UNDER POLE BASE I BE LEVEL WITH TOP OF SIDEWALK 4" CONCRF TL PAD OR CURB. T Jill #8 BARE COPPER GROUND WIRE t I I I !I It GROUND I I I I CLAMP 11 II 4• ' II II I� II P SYSTEM I I I I 2 - LIGHTING SYSTEM J WIRES TO CONTACTOR (SIZED AS REQ'D.) CONCRETE FOUNDATION 3' SO OR DI A. 5/8 "x8' COPPER CLAD - GROUND ROD IMCAL LJGH11W UNMFKfMfM SYSTEM NITS CITY OF RENTON STD. M. No. JR -06 42" MAX 24" MIN J a 0 W Cr Ckf . Q J 1 -1/2 2 -1/2" STD. 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED PIPE CAP 2" GALVANIZED STEEL PIPE 10' CEMENT '» . CONCRETE I CLASS "B" M 58th M1 N US ? =' CRUSHED ROCK /z/Af /D I EXPIRES 6 -23 -06 1 H 49. z U Rro 0 V) olrr, Z w (/) W 52. a LLJ CV Z C.H. 1P 15 AMP BREAKER (BAB1015) O 0000 C%4 Z� °O Z rn cNr. 0 C*4 r%` I 3: In ct7 w Z _ Lo W) :.,a..•�.:�. 00 w 4 . > j I 65. DEAD BOLT LOCK "BEST" (5L RL2- -626; 156. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. I *X.25" GASKET V 70. t "X.25" GASKET Z _ ■Iy+Ilrri■r w► Lu ��7l7lsra��wil���`'�t'!• ' c000w It 2' MIN CLEARANCE FROM FACE OF CURB 10' MIN. CEARANCE IF NO CURB r NAME SAN DET. OF RENTON STD. M. No. GR03 7' Q p° 0 pv 4 \ d O b0i' p D� oa p p O a o p pa G O � 0 0 cv D � ead U v \ o a d e° 0 0 O z a v t>I F= b 0 D-v q 0 a V o D o STRFET LIGHT POLE JUNCTION BOX PLAN VIEW INDIVIDUAL JUNCTION BOX U° Oo O °pogo D o p a A a e 4 o Z h t= 4 NOTL ° D o A CLASS 'B' CONCRETE TO BE USED L o 0 o ev v v e IN CONSTRUCTION OF PAD PLAN VIEW �. CONCRETE PAD DETAIL NTS CITY OF RENTON STD. M. No. JR -07 I B.M.I. EURTN METER �' O PHOTO TO CEL. BASE 15A TE57 5'Mri cs ----I 20A + i.4N1'tN0 a 1 51GIaAl. 20A z0A :.Ifi�?iNG i3 ztk► uQflt4 C . CROUNo BAR CITY OF RENTON SUBMI7AL BREAKER SCHEDULE 49. ww �50. olrr, ® 51. C.H. 2P 20 AMP BREAKER (BAB202O) 52. C.H. 1 P 50 AMP BREAKER (BA81050) E 53. C.H. 1 P 20 AMP BREAKER (BAB1020) � C.H. 1P 15 AMP BREAKER (BAB1015) �~�IIIIIN.LS- MILBANK METER ENCLOSURE (MS- 24 --TB) �lls�ae=,'il�'.+" HUBBELL. SWITCH (05 1 20 1 --1) 57. �ur� :er ■ir�Mr� 58, SQUARE D LIGHTING CONTACTOR _ (981 WPA32V02UI') :.,a..•�.:�. SQUTHCO DOOR S.S. H;NGE (F5- -3 -1) 154. STAINLESS STEEL HANDLE I 65. DEAD BOLT LOCK "BEST" (5L RL2- -626; 156. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. I *X.25" GASKET 70. t "X.25" GASKET ■Iy+Ilrri■r w► NOW ��7l7lsra��wil���`'�t'!• rE7vurm 111■IIIArII�I!'711)R'• cilm= i•rr1- .rrrrlw�ri��ri�,rrarlrlN Bill lJ nun 9 A raa�wou ray I GhlfiNG ■I � Ropy, LAW " '""'� �►, n� � -..._ . +na► ooa.r� NOTES: 49. 225 AMP COPPER BUSSING 18. PLC PANNEL �50. C.H. 2P 100 AMP MAIN (BAB21 DO) ® 51. C.H. 2P 20 AMP BREAKER (BAB202O) 52. C.H. 1 P 50 AMP BREAKER (BA81050) E 53. C.H. 1 P 20 AMP BREAKER (BAB1020) o 0 4 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 --TB) 56. HUBBELL. SWITCH (05 1 20 1 --1) 57. GFCI. RECEPTACLE 20 AMP (L EViTON 6898 -I 58, SQUARE D LIGHTING CONTACTOR (981 WPA32V02UI') 61, SQUTHCO DOOR S.S. H;NGE (F5- -3 -1) 154. STAINLESS STEEL HANDLE I 65. DEAD BOLT LOCK "BEST" (5L RL2- -626; 156. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. I *X.25" GASKET SIDE VIEW 4" DEEP t ROLL 20� 'I C+C>Mm'It11aCTOR s 1& TQ V 7 OEM /IIrW�T rum scum ■rl�� TACOMA Pn�t TEST SWITCH TERMINAL BLOCK - , txc. agomwmftvmwmNw *A ym DNA" 3 7w Pwolrm of IIwIpwtNwo wMx �ctt■MC, arc. Luc Ws sumosam Wm Not ; MW m art To wAt USX. an ULL "M 1$ +Im & "4mT M Mi1fA1 C0m?R of wq ,p W_ « oraM�. WORKM o� sum To TH sE SPECIFI !o *moo NTS B.M.I. EURTN PHOTO--CELL MOUNTED ON NEAREST LUMINAIRE 23.6 -4 ozo"I 4. O iI 0 . 73K 1.25 T1'p p 3.Od--- --.�4_ CITY Or RENTON SUBMITTAL. oKo tlsi� a1R,�■rA riNK Q••+ a w " NNE 0: Tv Mft wbR DQw R Pow 1MWfAl� M �S N A ■c. LL ni 7"M � iDIIIIIS T- 3 « /03 WRINiG COLOR CODE A_ WHITE JACKET (NEUTRAL) 6. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D_ RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) Td GIR004D R OO STD. DIMMG. No. JR -1 c C E Ic �44 e► c 1 NOTES: a, z 49, 225 AMP COPPER BUSSING, 18 PLCS, PANNEL - 50. C.H. 2P 100 AMP MAIN (BA62100) 51. C.H. 2P 20 AMP BREAKER (BA62020) 4�& 52. C.I.1, 1P 50 AMP BREAKER (BAS1050" 53. C.H. 1 P 20 AMP BREAKER (BAB1020) to u') .4. C.H. 1 P 15 AMP BREAKER'. (BA61015) 55. MILBANK METER ENCLOSURE (MS� -24-' TB )' -- 56, HUBBELL SWITCH (CS 1201 --1) Omsk 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898.:), 58. SQUARE D LIGHTING CONTACTOR a (981 ODPA32VO2UI) m 61. SOUTHCO DOOR S.S. HINGE (F6 -3--1; 0!►: Date 64. STAINLESS STEEL HANDLE It v w 65. DEAD BOLT LOCK "BEST" `5L7RL2 --626; , w 66. SQUARE D TERMINAL BLOCK NOTES VW DETALS,,� 67. SQUARE D END CAP 70. t "X.25" GASKET ■Iy+Ilrri■r w► oKo tlsi� a1R,�■rA riNK Q••+ a w " NNE 0: Tv Mft wbR DQw R Pow 1MWfAl� M �S N A ■c. LL ni 7"M � iDIIIIIS T- 3 « /03 WRINiG COLOR CODE A_ WHITE JACKET (NEUTRAL) 6. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D_ RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) Td GIR004D R OO STD. DIMMG. No. JR -1 c C E Ic �44 e► c 4 M �y a, z wr O T 4�& N Q W N O to u') v ti b r Omsk t Z a CIf m c i 0!►: Date � It v w w NOTES VW DETALS,,� WJAWMAY 12o% 4 M �y C) O oa f 4�& N Q W N O x b r Omsk y 01 N ad lr� C4I N O Z Q D J Z f� M J JQ CL o U z Q Q z O z 0 P co z 0 N J Z W z z a Q W U a` CL C1 V) W a Je CL 0 W = D >_4 0 W Y Lj I V �w a' W � J c U •' o a IT rC �14aox Inside Width C IV °- a. W w� Q J0 � Cr• r, O `1 o 'Z 0 io Fr g W tY X i J V W C� U z z = 4 � U7 z �OtU W r a O W 2 � V V �N W C1 0 Ix I'pl V z0 Z 10 a I o z LLJ L5 i o I � cly I N.E. 4th STREET CHANN LIZATION AND ILLUMINATION NOTES AND DETAILS TYPICAL LIGHT 13-ASE AND JUNCTION BOX CONCKIF PAU 1' 6" - ---• - 7'_08. -- VARIABLE - MIN. 0 1 -6" 0 4 FRONT VIEW SIDE VIEW TYPICAL A INCTION B Q X `B' CONCRETE PAD 3'- , ,r +• D• • *0r.0 O • 4 • pre . • ,o + • o+ • a 9 I I I I I I I (-- - - --- - - -- I -- - - - - -I FRONT VIEW SIDE VIEW TYPICAL JUNCTION B0X- 'C' CQNCRETE PAD 4 . • o• r • ► • • o+• I I I 1 I I L_ - _ - _ - - - -i _j FRONT FRONT VIEW SIDE VIEW TYPIOAL CONIC. PAD DETAILS NTS 'CITY OF RENTON STD. M. No. JR -36A I EXPIRES 6 -23 -06 1 X TYP TYPE 1 TYPE 2 r RvA 0 W = D Z 0 0 W Y Lj I V 0 t 00 L ?ox Outside Width 1 17" 17, 1 Z V) LLI I-- 1.L. �14aox Inside Width o a a °- 17 © In La_ 1_� Z W V V. LLj < 13' N z z ¢ 0 N 00 Z� Za) 0 C) f� Y m �N W C1 0 Ix I'pl V z0 Z 10 a I o z LLJ L5 i o I � cly I N.E. 4th STREET CHANN LIZATION AND ILLUMINATION NOTES AND DETAILS TYPICAL LIGHT 13-ASE AND JUNCTION BOX CONCKIF PAU 1' 6" - ---• - 7'_08. -- VARIABLE - MIN. 0 1 -6" 0 4 FRONT VIEW SIDE VIEW TYPICAL A INCTION B Q X `B' CONCRETE PAD 3'- , ,r +• D• • *0r.0 O • 4 • pre . • ,o + • o+ • a 9 I I I I I I I (-- - - --- - - -- I -- - - - - -I FRONT VIEW SIDE VIEW TYPICAL JUNCTION B0X- 'C' CQNCRETE PAD 4 . • o• r • ► • • o+• I I I 1 I I L_ - _ - _ - - - -i _j FRONT FRONT VIEW SIDE VIEW TYPIOAL CONIC. PAD DETAILS NTS 'CITY OF RENTON STD. M. No. JR -36A I EXPIRES 6 -23 -06 1 Z «� Uj Z �1 v ,� SJ 1 �0 rt 1�- z > ot VEN T o i�. - r y E a ! L ` / J 16 "' MIN. MIN. FRONT VIEW ELAN VIEW SIDE VIEW CONTACTOR CABINET LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CON TAC l ORS 7" AI r7 C C`, ,r9CITTrr7 SINGLE OR DOUBLE MAST ARM AS ern, orn L- FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT FAST ARM _ WIRING DETAIL STMN RELIEF DETAIL NTS CITY OF RENTON STD. M. No. JR -05 CABINET E UIPMEN_T 1. PIN TUMBLLR -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6. EXTERIOR -- GRAY, ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4-1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4-1/2"X1 6"GALVANIZED ANCHOR BOLTS (TYP) CONDUIT ENTR. AREA ,q II i I 11 a o° (I a I)., a o U I) o d a OON a s d4 Ap A 4 O Oil O a p � 4 o d1 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTRACTOR CABINET AND CABINET FOUNDATION NTS CITY OF RENTON STD. DWG. No. JR -09 .IU%C ?10N gOx OWENSION TABLE a R r -E-V iKr X TYP TYPE 1 TYPE 2 r RvA = ,„19 ->, Cost* ,en Ih 22 2'' 00 L ?ox Outside Width 1 17" 17, 22 1/2" Z V) LLI 19 2g �14aox Inside Width tZ Z 17 El: id Lenatn La_ 1_� Z W W 04 13' e. z z ¢ 0 N 00 Z� Za) 5J 16" UD CO IY N ~ ¢ I to I Lo _Z 0 Z 9- t— ►— N to Ili 6 F 00 W ,'��'S T• ' Y L.r V In Z «� Uj Z �1 v ,� SJ 1 �0 rt 1�- z > ot VEN T o i�. - r y E a ! L ` / J 16 "' MIN. MIN. FRONT VIEW ELAN VIEW SIDE VIEW CONTACTOR CABINET LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CON TAC l ORS 7" AI r7 C C`, ,r9CITTrr7 SINGLE OR DOUBLE MAST ARM AS ern, orn L- FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT FAST ARM _ WIRING DETAIL STMN RELIEF DETAIL NTS CITY OF RENTON STD. M. No. JR -05 CABINET E UIPMEN_T 1. PIN TUMBLLR -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6. EXTERIOR -- GRAY, ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4-1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4-1/2"X1 6"GALVANIZED ANCHOR BOLTS (TYP) CONDUIT ENTR. AREA ,q II i I 11 a o° (I a I)., a o U I) o d a OON a s d4 Ap A 4 O Oil O a p � 4 o d1 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTRACTOR CABINET AND CABINET FOUNDATION NTS CITY OF RENTON STD. DWG. No. JR -09 .IU%C ?10N gOx OWENSION TABLE a R r -E-V iKr X TYP TYPE 1 TYPE 2 r RvA T RNA1 ,„19 ->, Cost* ,en Ih 22 2'' 33" L ?ox Outside Width 1 17" 17, 22 1/2" C 90: Inslee Length 16 19 2g �14aox Inside Width 13" 14" 17 El: id Lenatn t8" 18" 26 t ! id W !Cth 13' 15" 1 ?' G'Box De th i 12" 12' 1 °� lid 0rorre Oe th I 5z 16' 5J 16" M16- rt.i,kress 1/in. t 1 2° 1 1 2" 1 1Z2' a w re Rer11!ace'nent W -3 w -2.5 w -2.5 i Lecend Set Detail Set Det,64ISee Detoit 7E I MATERIALS ► 6000 ?5• coruete (See Notes • r'crne 0,cfn -w Plate Steil - A786 • r". Su Ort i Wt No 5(140 (. i C! 1. - !� • -'d ; Dic -+ond Plate Steel - A785 A7thprS I Sleet wire or Tee Ptote +fie P'orcerert I A$TV A -82 Steel 9 CALVAN'ZEC STEE: Mw M. 6 CRAVEI PAD COMPACTED DETA!L (9414 L) II'a rp1CA-- ,tuNCTlprf BOX rNSTALLATiON DrA&S S: 'Go NA'.$ 1r�G1'f- 'yC TST 'S -LT Et EVE'TRY Tr.,rrn r w LrCE"p v CC TYPE r' &OX r. (i frvE 'n• sox .� L Lid XQQx I Icy S nmw 't ^r� i�iWO�t�T��?TC Vet 1'." -ri* JUNCTION BOX DETAILS NTS CITY OF RENTON STD. DING. No. JR -36 ROLL 20,2 2" BY 3/4" REDUCING WASHER 2" 314" ROMEX CONNECTOR WITH LOCKNUT 2 "N P.S. Sized as required ,rSLIPFITTER �- 2r 1 411 0 D 188 WALE BRACKET 5�9 "R ALUM. ALLOY 6063 -T6 /2-8NC LOCKDOLT --- 'GR 18 -8 S.S. FLUSH JOINT �4 %Z "0.D TAPERED ALUM. POLE I 219 WALL ALLOY 6063-T6 40'0" SATIN GROUND FINISH ;SHAFT NOTES PLAN 'Alan All dimensions art minimum Exact configurotions von/ among different monvloCture►s The poled lid thickener' overall minimums. The Diornond Pattern for Type t Or TyQe Boxes shall be 28% minimum of overall Inickr.ess Lid support members shall be welded to the frome 4000PSI .14 X concrete is allowed if box reinforcement consists of 6 X 6 _ w'3 x w3 we ilea wire fobric welded to the frome. 1� x ' • ' When noted in the controct. Type Z and Type 3 60xcs shall be provided with 12' seep extension boxes. ILVAt� Vroy ± When noted in the Contract. Type 2 Boxes 311011 be Provided with o gage divider plate complete with fasteners. 1p' X ?^ I/2' ,p Non - concrete Boxes may be submitted for opprovol. Evo!uotien Wirt include on H- 20 load Test Mw M. 6 CRAVEI PAD COMPACTED DETA!L (9414 L) II'a rp1CA-- ,tuNCTlprf BOX rNSTALLATiON DrA&S S: 'Go NA'.$ 1r�G1'f- 'yC TST 'S -LT Et EVE'TRY Tr.,rrn r w LrCE"p v CC TYPE r' &OX r. (i frvE 'n• sox .� L Lid XQQx I Icy S nmw 't ^r� i�iWO�t�T��?TC Vet 1'." -ri* JUNCTION BOX DETAILS NTS CITY OF RENTON STD. DING. No. JR -36 ROLL 20,2 2" BY 3/4" REDUCING WASHER 2" 314" ROMEX CONNECTOR WITH LOCKNUT 2 "N P.S. Sized as required ,rSLIPFITTER �- 2r 1 411 0 D 188 WALE BRACKET 5�9 "R ALUM. ALLOY 6063 -T6 /2-8NC LOCKDOLT --- 'GR 18 -8 S.S. FLUSH JOINT �4 %Z "0.D TAPERED ALUM. POLE I 219 WALL ALLOY 6063-T6 40'0" SATIN GROUND FINISH ;SHAFT STANDARD 40' DAVIT POLE NTS CITY OF RENTON MD. DWG. No. —02 fR2�3 or a0 .4 A A 0 LO 0 C�7 z to a H F..4 f� o WW �N 0 p /dam z C r. t` C ti C 'C - d t- r. r•' c K r. Ir 5 tare r I I" TO 12" r BOLT CIRCLE (4) 1" 8 N C GALV. STL. a ,/2 "0F DOLT to ANCHOR DOLTS WITH ABOVE FINISHED NUTS AND WASHERS _\ �j �d GRADE. e "O.D.- 151 HANDHOLE 4 CONCRETE 4 "1 6"OPENING w /COVER AND GROUND LUG S. S. SCREWS :_• 1 6' �Y BASE FLANGE ALLOY x, ,'��'S T• ' 356 -T6 WITH BOLT ' COVERS 8 S S SCREWS STANDARD 40' DAVIT POLE NTS CITY OF RENTON MD. DWG. No. —02 fR2�3 or a0 .4 A A 0 LO 0 C�7 z to a H F..4 f� o WW �N 0 p /dam z C r. t` C ti C 'C - d t- r. r•' c K r. Ir 5 [C z a Otllba I Eb C Dotes + Y Doe. W NOTS WW �� CIO �- 10 MAY 11 Zoos a �y , O CrT ' Lv � C7 w o tr7 0 W N r d cn 0 y tare r to W [C z a Otllba I Eb C Dotes + Y Doe. W NOTS WW �� CIO �- 10 MAY 11 Zoos a �y , O CrT ' Lv � C7 w o tr7 0 W N r d cn 0 y