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HomeMy WebLinkAboutzT-3278Set!: �° . J �x _— �i. a� � a � �� � H ��II . I �a _._. �GR V1 6/w I i I� I I( i � i 1 I� I I L�1 ' i �� �� �fi � ; � ! � �'' � WIRING SCHEDULE I 7 b° ( —� WEDGEWOOD DIV. II I ' j T � —... —. a I I, I 1 I - - --- w I _ I aCp E �. STA 5+OR00 NE 77N PL= „ I I j �; ��. ,. i I I ''1 n STA 7f92.13NLb!/ /AN AIEN .; I i. I _, 1 I _`__ -_T- — F - - --j- _._. —._.� I � I J I l��/ �� •°o S� I i i. � f it 1 i �. i + f i� �� o � � lyi -_� °or a 5- l �_ Nor rNSTAI�eD f J z � I I I �i -� _ L 2 I 3✓ 39 � � - -- :- � , .. ®.,, ' �� - •: `� r � � v �' r� � � 5 , �_ I � I - -- - - -- �•- -STA Of50.00 NDIXNAM PL N�`-�— .- -.=- ___. i -- r— �..,�_��_ , _.._. t �/ � � STA /t4SB8 N£7TN PC I � � 1 f I.. 1 � / ,�, � -_ -_ , J, -__. -- ______ _ _ _ _______ 4 i i �- �- - - -- - I� --_ J,/ •, \ � I -- - -- - — — -- -- - -- t _. _ _ �-- - --� -I I �- -s — r 5 ^ `� _ � .4 /! 1 j j � I �� :, : � I I i g i 0 � // 12 �,. __... n "T ` I POLE SCHEDULE z3��L� !W I I ,.. 4939 G 4 9'+! C 4943c w � L1U POLE N0. PORTION N.E. 1 /4, N.W. 1 /4, S.E. 1 /4, -SEC.: 10, TWP. 23 N., RGE. ��Y.._ 1 POLE OFFSET Z - g - - ' I I? LT u j 7`. � TOP OF PAD ELEVATION I �36E �� W ° TO SERU/CE CABINET J/0093 /NSTALLED BY ASPEN WOOD � z � � '� '� `� o= 1 EX. #0093. i t i 1 i � -• �I i � � ! 1� ? O ? EXISTING PROPOSED . 150 � W_J tii, I I , � %f � � 1 I j ' ' L.% � J 0 �c Tlon, 2'G. .: fiSBU >TS � HOQUTAM AVE. N.E. - � 150 I �, Ir —_. AND ALUMINUM DAVIT STYLE POLE BOX W 9 I I�f 49318 N.E. 7TH PL. Z i �h� _ L.O,ty" .68 -- � —' --/ 'r �� �_ s-- _ t -} a� —�— W ' 1� � �i, _- o o.. > ��' I � «I 22.5' LT. LL z � � Q I i �l 'i �II T EE WIRING SCHEDUL PVC CONDUI (S E) OO �� H- �a � _ -- i I N.E. 7TH PL �z °- �w Q I ; I ;�� � �,/ �E '� ® I I €; I� � �f� � � E N ILWACO PL. N.E. I 7 t' r I' I I C �i �,_ � o � 25' 8' f I I - z I i I� I I( i � i 1 I� I I L�1 ' i �� �� �fi � ; � ! � �'' � WIRING SCHEDULE I 7 b° ( —� WEDGEWOOD DIV. II I ' j T � —... —. a I I, I 1 I - - --- w I _ I aCp E �. STA 5+OR00 NE 77N PL= „ I I j �; ��. ,. i I I ''1 n STA 7f92.13NLb!/ /AN AIEN .; I i. I _, 1 I _`__ -_T- — F - - --j- _._. —._.� I � I J I l��/ �� •°o S� I i i. � f it 1 i �. i + f i� �� o � � lyi -_� °or a 5- l �_ Nor rNSTAI�eD f J z � I I I �i -� _ L 2 I 3✓ 39 � � - -- :- � , .. ®.,, ' �� - •: `� r � � v �' r� � � 5 , �_ I � I - -- - - -- �•- -STA Of50.00 NDIXNAM PL N�`-�— .- -.=- ___. i -- r— �..,�_��_ , _.._. t �/ � � STA /t4SB8 N£7TN PC I � � 1 f I.. 1 � / ,�, � -_ -_ , J, -__. -- ______ _ _ _ _______ 4 i i �- �- - - -- - I� --_ J,/ •, \ � I -- - -- - — — -- -- - -- t _. _ _ �-- - --� -I I �- -s — r 5 ^ `� _ � .4 /! 1 j j � I �� :, : � I I i g i 0 � // 12 �,. __... n "T ` I POLE SCHEDULE z3��L� !W I I ,.. 4939 G 4 9'+! C 4943c w � L1U POLE N0. PORTION N.E. 1 /4, N.W. 1 /4, S.E. 1 /4, -SEC.: 10, TWP. 23 N., RGE. 5 E., W.M. POLE OFFSET LAMP WATTAGE DISTRIBUTION �" : i ✓1it�T>l � � P! I T / CG e- v nn „` � i I R I ' _ ,� �f.. �/1a! r;r �u.,.,.�u I >�. - - '” 4 , ; SERVICE TOP OF PAD ELEVATION LEGEND �36E OQUTAM AVE. N.E. `3 I jg i �P 77 - � I , ' �-- ; TO SERU/CE CABINET J/0093 /NSTALLED BY ASPEN WOOD 0 IgE PEAT M -C -III 30' 8` 1 EX. #0093. i t i 1 i � -• �I i � � ! 1� ? ' ' ? EXISTING PROPOSED . 150 M -C -III tii, I I , � %f � 8' 1 EX. #0093 y—�( � TYPE M -C -III H.P.S. LUMINAIRE, ARM HOQUTAM AVE. N.E. r I 1 N.E. 8TH CIR. ; / � � � �� 3 150 M -C -III �._.0 8' AND ALUMINUM DAVIT STYLE POLE BOX EX. #0093 - t , � ` 49318 N.E. 7TH PL. 7 ® LIGHT BASE AND JUNCTION M -C -III .68 -- � —' --/ 'r �� �_ s-- _ t -} a� —�— 1 1 EX. #0093 DETAIL JR -06 5 I H CONCRETE PAD W T � I — — -= Naaza'o� °w 638.34 � 22.5' LT. 6 00 — -- — .. .. ......... — _ _ _ T EE WIRING SCHEDUL PVC CONDUI (S E) """���"""��� I � 3-- � f I � ' I _ -- 4935B N.E. 7TH PL 5 +23 ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD t �; � r t � z j 2 i I I I �.. 2Z 2i � 2r 1 L4 I i I ! � � t � 18 :/ - DETAIL JR -06 � � WIRE NOTE ILWACO PL. N.E. I 7 t' r I' 22.5' LT. � M -C -III 25' 8' 1 } � I - � ! -- - - - -- ! i f ; i 1 ' _ , ` a---- - - - - -- -. - _ __ j � I -- � --� �� � STA 5f91.99 NE BTN ST = � ILWACO PL. N.E. 8 +17.5 O CONSTRUCTION NOTE �\ ,- .,- \ \ ;: :x � _ >�, -- _, __ � � � r r STA 7f8055 /LWAGiJ PL NE I w EX. #0093 DETAIL JR -06 9 4937B HOQUTAM PL. N.E. 1 +21.5 I 100 M -C -III 25' 8' 1 EX. #0093 / iii ' '� ,____ __ � _ _ �` I I ' , -_ _ ,�_. __ �I :i- _- .3_ ___ _, r_-� 1 I � 4940B '` ` CONSTRUCTION NOTES 100 / / __ � 1 f 1 7 i _`� I I I {{ I EX. #0093 DETAIL JR -06 11 4942B ti �, {� "� r� I --l- j !' � 2 �. ' I I � /J 100 O ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE c i s I l 41 �— --- I -i-} I 1 I —�.�— - -�� — � I ;� I 6. o N 2O SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING j � ( JUNCTION BOX. I i I� I I( i � i 1 I� I I L�1 ' i �� �� �fi � ; � ! � �'' � WIRING SCHEDULE I 7 b° ( —� WEDGEWOOD DIV. II I ' j T � —... —. a I I, I 1 I - - --- w I _ I aCp E �. STA 5+OR00 NE 77N PL= „ I I j �; ��. ,. i I I ''1 n STA 7f92.13NLb!/ /AN AIEN .; I i. I _, 1 I _`__ -_T- — F - - --j- _._. —._.� I � I J I l��/ �� •°o S� I i i. � f it 1 i �. i + f i� �� o � � lyi -_� °or a 5- l �_ Nor rNSTAI�eD f J z � I I I �i -� _ L 2 I 3✓ 39 � � - -- :- � , .. ®.,, ' �� - •: `� r � � v �' r� � � 5 , �_ I � I - -- - - -- �•- -STA Of50.00 NDIXNAM PL N�`-�— .- -.=- ___. i -- r— �..,�_��_ , _.._. t �/ � � STA /t4SB8 N£7TN PC I � � 1 f I.. 1 � / ,�, � -_ -_ , J, -__. -- ______ _ _ _ _______ 4 i i �- �- - - -- - I� --_ J,/ •, \ � I -- - -- - — — -- -- - -- t _. _ _ �-- - --� -I I �- -s — r 5 ^ `� _ � .4 /! 1 j j � I �� :, : � I I i g i 0 � // 12 �,. __... n "T ` I POLE SCHEDULE z3��L� !W I I ,.. 4939 G 4 9'+! C 4943c w � L1U POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT. MAST ARM CIRCUIT ND. SERVICE TOP OF PAD ELEVATION 1 �36E OQUTAM AVE. N.E. 1D +38.5 � -L-�. R 150 M -C -III 30' 8` 1 EX. #0093. =�'� 2 -49.3-2'2" HOQUTAM AVE. N.E. 8 +33.5 25' t�. R . 150 M -C -III 30' 8' 1 EX. #0093 3 -49�4E HOQUTAM AVE. N.E. 6 +38.5 25' � R 150 M -C -III 30' 8' 1 EX. #0093 - 469-i� 4 49318 N.E. 7TH PL. 1 +83 2 L 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 5 49338 N.E. 7TH PL 3 +56.5 22.5' LT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 6 4935B N.E. 7TH PL 5 +23 22.5' LT. T00 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 7 49368 ILWACO PL. N.E. 6 +79.5 22.5' LT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 8 49388 ILWACO PL. N.E. 8 +17.5 22.5' LT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 9 4937B HOQUTAM PL. N.E. 1 +21.5 22.5' RT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 10 4940B N.E. 8TH ST. 2 +88.5 22.5' RT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 11 4942B N.E. 8TH ST. 4 +61.5 22.5' RT. 100 M -C -III 25' 8' 1 EX. #0093 DETAIL JR -06 ROLL 207 RUN. NO. CONDUIT CONDUCTORS REMARKS 1 2 ".PVC (SCHEDULE 40) 2- #8,'1 - #8 GREEN 2 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN BY DATE 3 EX. 2" PVC 2 - #8, 1 - #8 GREEN EX. SPARE 4 EX. 2" PVC EX. 2 - #8, EX. 1 - #8 GREEN EX. CONDUIT AND CONDUCTORS REMAIN � • L - �� .� RECOMMENDED FOR APPROVAL I � BY � Ati t`1� °'DATE � Zo° BY �,,.�, DATE / Z- (`� - �5 \ Dei{41� SR-o BY DATE J`-' RECORD DOCUMENT � � 2-�7 -G7 �,PRTIiy BY DATE ��'� � pF. WASN�H�(r� o v q�p 30130 �� Rf015TERF'p 4, HERMAN TRAFFIC ENGINEERING Fss /� " "`E�G\a lL1b -af 1 5324 Southeast 133rd Court, Renton, Washington 98059 E�IRES m /3,Tp1 425- 277 -1 740 tel. 425- 277 -571 8 fax hte @comcast.net - �� .� e: o CONDUIT � PORTION i r - _ -. � �, 6 � R =25.00 I i� �. I, x8825'26" N.E. 1 /4, SEC. 10, TWP. 23 r i m tip N;, RGE. 5 E., 'N.M. N 8876'70 W 33096 i _ -__ -, MOUNTING HEIGHT 6 2" PVC (SCHEDULE 40} L =38.58 0 10 40 80 w � � N6878'O6" � 7 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 22.5' LT. 8 EX 2' PVC 2 - #6, 1 - #8 GREEN EX. CONDUIT -AND CONDUCTORS REMAIN 9 EX 2 PVC � I � -_ �__ ._..- �, — WEDGEWOOD DIV I 4 `' � ' �`'.� 1¢ - - �3 1 � � I I -___ , ° °S Q I i�o _ ' 11 EX. 1.5° PVC 3 - #2 .SERVICE REMOVE EX: CONDUCTORS, EXTEND EX. CONDUIT __ z i � � i N 887806 - W 300.96 I � N E. 9TH P L. �. 22.5' LT. — M C -III 25' --i . -. 1 ll.l z Z o o I i 49598 �� � � � ' --� f - -- , ` - \: - -� � I �, .w.L.. � -_�_ 22.5'- LT. g ., _ ..... m c, -ui 25' - -- _ -- _7 � z -- _; - � � - -� z CONSTRUCTION NOTES 49568 JERICHO PL. N.E. --—� �- -� — �--`- � o - W� � O ROUTE CONDUI -i TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. M -C -III ` ��18 ' __ �' - _ ,__ _ � -� -�. �______ __ _ __ _: _� _ ...�f p J O2 CONNECT NEW ILLUMINATION CONDUCTORS TO SPARE ILLUMINATION CIRCUIT N0. 2 INSIDE EXISTING SERVICE CABINET ���� / 7 � , 6 6 W #0093 TO BE INSTALLED AS PART OF THE ASPEN WOODS DEVELOPMENT. o - - -_-- % � /%f � '�� 25' MATCHUNE STA. 3 ±0� SEE SHEET IL3 t ' 0 � � _ i �` � I� -- , _.` I � � _,.... �� OCOORDINATE WITH PUGET SOUND ENERGY FOR SERVICE DISCONNECTION: ROUTE _EXISTING_ SERVICE.. ENTRANCE CONDUIT TO �! � NEW SERVICE CABINET LOCATION. INSTALL SERVICE CABINET FOUNDATION AT STA. 20 +90, 21' RT. SERVICE CABINET � �/i j ; ' ' AND ANCHOR BOLTS TO BE FURNISHED AND INSTALLED BY OTHERS. UTILIZE EXISTING JUNCTION. BOX FOR LIGHT _ _ _ - •' 1 I STANDARD N0..2i. COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION.. NssaTS7 ���h I j ! w ! j � I 5.00 I a i I f f '� i � I Qo WIRING SCHEDULE � -- -- - ' i , ; , �. - � o — .� - -- I .. � - -- z i u, o r �-� —� - -- - ; I o: �z s� O �' 3 F- a U � LIJ a a U � co o� j .- 7C � E �- C N n 9i o a� RUN NO. CONDUIT CONDUCTORS REMARKS 5 2" PVC (SCHEDULE 40) 2 -�6, 1 - #8 GREEN MOUNTING HEIGHT 6 2" PVC (SCHEDULE 40} 2 - #8, 1 - #8 GREEN. 12 7 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 22.5' LT. 8 EX 2' PVC 2 - #6, 1 - #8 GREEN EX. CONDUIT -AND CONDUCTORS REMAIN 9 EX 2 PVC 2 - #6, 1 - #8 GREEN EX. SPARE 10 EX. 1.5" PVC 22.5' LT. EX. CONDUIT AND CONDUCTORS REMAIN ' 11 EX. 1.5° PVC 3 - #2 .SERVICE REMOVE EX: CONDUCTORS, EXTEND EX. CONDUIT I i w - - - ' ,/ ,,� _� M � � i � ip f ' ' O _ � i rl 6.. i Iv � I :J 1 P �..4.. I! + I l I I i i r/j n I I ' I WEDGEWOOD D1V. I I . I ; I � � � �' _ _ C„U i5 I i I � N88'78 31.03 ?' _�' �i I i O6" W i ' 3 _ _- _. J<7FL 1Eh _ 1 � � i� 4 I � r'r'�1 = /�✓%• kfilr't° ; "L� I' l r.. fi t E :' �°J/JiJJS 1 I ' 1 , , . , i 9 7;i am o.... �� � 3 '� ,5 o I s� g 1 -: �� o POLE SCHEDULE NOTE: ALL FOUNDATION PADS SHALL BE FLUSH WITH ADJACENT SIDEWALK PER DETAIL JR 06. - __ _ i -. ; �o g = ��_ a w ��� o ��� x x x � �e� o= POLE N0. POLE ID N0. STREET POLE LOCATION -POLE OFFSET LAMP WATTAGE - DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT N0. SERVICE 12 49548 N.E. 8TH PL. 11 +27.5 22.5' LT. 100 M C -III 25' 8' 2 EX. #0093 13 49558 JERICHO PL. N.E. 9 +59.5 22.5' LT. 100 M -C -III 25' 8' 2 EX. #0093 14 49578 JERICHO PL. N.E. 7 +99 22.5' LT. 100 M C -III 25' 8' 2 EX. #0093 15 49598 JERICHO PL. N.E. 6 +44 22.5'- LT. 900 ., _ ..... m c, -ui 25' 8'' 2 EX. #0093. 16 49568 JERICHO PL. N.E. 4 +69 22.5' RT. 100 M -C -III 25' 8' 2 EX. '' #0093 17 49588 N.E. 9TH PL 1 +20 22.5' LT. 100 M C -III 25' 8' 2 EX. #0093 18 49538 N.E. 9TH PL 2 +81 22.5' LT. 100 M C -III 25' 8' 2 EX. #0093 19 4951B ILWACO PL N.E. 4 +19.5 35.5' LT. 100 M -C -III 25' 8' 2 EX. #0093 20 49618 JERICHO PL. N.E. 3 +07 22:5' LT. 100 M -C -III 25' 8' 2 EX: #0093. 21 4952C HOQUTAM AVE. N.E. 21 +02.5 21' LT. 150 M -C -III 30' 8' 1 TBD ' - � - - i -_ _. i. i ; I i I F � i I i i i � i , I ��,,/ , _ -� N.E. 9TH CT. _ - -- _ ... - L . - -_ . -- -- -' I - '' --v .—.._. — .�.- ...- ..__. —. - -- r r`'l -._r r�f'�V� 'y t �'1(t)r" , ^, `/ .. ^1 sYYi(JTJS 7 __ - � , - - - -- — —.._ _- _ __ ; I � . ",� 10 _.. _ � -- - �� ff fr'Y_ _-- k-a' \� �` X III \� `{ \\i _. —._�._ _.— ._— _.__.._ 1 ' � % J i� i i `i ' I - a i i � r. .� _. .. k I ' ' a , w LEGEND �j,... v� .�► i ��� Z ( — ._..�. � _ __ —_._ N � �7 r J ,� � m EXISTING PROPOSED � � y -Y TYPE M -C -III H.P.S. LUMINAIRE, ARM RECOMMENDED DR APPROVAL 'f _ _ _ _ AND ALUMINUM DAVIT STYLE POLE BY DATE, �' � � r.. _� Q ' A n LIGHT BASE AND JUNCTION BOX gy DATE � � � ' P�/ -e ® WITH CONCRETE PAD BY DATE J —.._.— . - -E... _ _ �1 � —..— .. -..... �--v ELECTRICAL SERVICE CABINET �' __. -- _ - -- o RECORD DOCUMENT � � � v_, — _ ..__._ .— — � — — PVC CONDUIT (SEE WIRING SCHEDULE) � � ' r �� M. l�e,- ., -•.�- t 9 � � BY DATE 2 -z� "O� Q � � B TYPE 1 JUNCTION BOX WITH CONCRETE PAD `� � � 2 N.E. CSTj"j �L, 1 5 L. �_, a TYPE 2 JUNCTION BOX WITH CONCRETE PAD Q�E°`A�SNyF� C �� � �,� ns 9sa �- -- - -- - / � � Z C HERMAN TRAFFIC ENGINEERING �� . � SZ � WIRE NOTE _. � y _.. �.� .. a � Q�O<f- SFCSiEREG��aF'� 15324 Southeast 133rd Court, Renton, Washin ton 98059 8 -° -_� - i I 1j O CONSTRUCTION NOTE 425 - 277 -1740 tel. 425- 277 -5718 rax hte @comcast. net �" /,�` ~ #0093 :� _ IXPIftES 01/31/0] O Z _�, g ROLL 207 i�iii STA 4i -796: �R /CNO PC A i STA 0 +0000 NE 97N PL I I , I .7 I I v, I � 32 I � J z J ' I ��� �� 6 `�✓ + I I II 'Z.`� ......_.__ I -� i �� ii /S � � �� I ii DIV. Ill C I �II I ,�- ' I �. � .... �: i, i� � � / �° Ti i l ,; r��� // , I I � III fj / j � / I �� � �� / ... k/ 7 �, � 5 ��/ � � II ' $�' J i i :�, � /�i cp.' r. 32x8 ®.� _., _ .,� 2 O °o ro [' ' ` t��i o d °z i N N w � ' - -- - d 5� t �� 5311E %, iI �i �L'T �` �`,� Uj .`t 14 I 12 =� 1 r 14 12 i � lv 14 2 12 _ �\ 14 I ` 1 - - - - - -- C_ I 1 N\ t16 21? ao. o -A�-T G z P7 22 W ao rn e 22 1 �. 14-7407 .�,4 c E . o E - -- - - - --- I p z �N = - — — ' t O WEDGEWOD Dl V. 11 [ PF C;? f 1 2., L.L.. 12 _ � I i , L MATCHLINE STA. 3 +00 �s SEE SHEET IL? b W�� WIRING SCHEDULE Z 0 El of m: RUN NO. CONDUIT CONDUCTORS REMARKS 12 2° PVC (SCHEDULE 40) 2 - #6; 1 - #8 GREEN 13 2" PVC (SCHEDULE 80) 2 - #6, 1 - #8 GREEN 14 2" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN 15 2" PVC (SCHEDULE 40) INSTALL PULL CORD POLE SCHEDULE NOTE: ALL FOUNDATION PADS SHALL BE FLUSH WITH ADJACENT SIDEWALK PER DETAIL JR -06. 496s� POLE N0. POLE N0. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE 22 496313 JERICHO PL N.E. 1 +50 22.5' LT. 100 M -C -III 25 8' POLE SCHEDULE NOTE: ALL FOUNDATION PADS SHALL BE FLUSH WITH ADJACENT SIDEWALK PER DETAIL JR -06. 496s� POLE N0. POLE N0. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE 22 496313 JERICHO PL N.E. 1 +50 22.5' LT. 100 M -C -III 25 8' 2 EX. #0093 23 4960B N.E. 10TH ST. 7 +45.5 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 24 4962B N.E. 10TH ST. 9 +tea 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 25 1 4964B N.E. 10TH ST. 11 +32.5 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 POLE N0. POLE N0. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE 22 496313 JERICHO PL N.E. 1 +50 22.5' LT. 100 M -C -III 25 8' 2 EX. #0093 23 4960B N.E. 10TH ST. 7 +45.5 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 24 4962B N.E. 10TH ST. 9 +tea 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 25 1 4964B N.E. 10TH ST. 11 +32.5 22.5' RT. 100 M -C -III 25' 8' 2 EX. #0093 26 1 49668 N.E. 10TH ST. 1 13 +04.5 22.5' RT. 1 100 1 M -C -III 1 25' 1 8' 1 2 1 EX. #0093 \ 1 0 8.5 2:07 i t LEGEND rte( TYPE M -C -III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE ® LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD — — — PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE >r. ROLL t ran 0 d b� °z '! Vl ' N J 010 c RECOMMENDED FOR APPROVAL BY n �-'X DATEP BY DATE BY DATE RECORD � ��DOCUMENT BY l�fie�f f� 1 DATE 2 27/67 I I N ARTIiy of WAS& /H�(n� v E= v �P 30730 O �� HERMAN TRAFFIC ENGINEERING OFS3 /0 ST it�G��4.. tf6of 1 15324 Southeast 133rd Court, Renton, Washington 98059 E%PIRES o, /3i /o] 425-277-1740 tel. 425-277-5718 fax hte @comcast.net J$ cam.'T. 3e7,9 -3 t ran 0 d b� °z '! Vl ' N J 010 c is o k SIZE AS SIZE AS TYP. CONC. PAD R W LINE 2 REQUIRED REQUIRED SIDEWALK a 0.188 WALL BRACKET 8 20 ALUM. ALLOY 6063 -T6 0.188 WALL BRACKET 'I f"8 _2o' ALUM_ ALLOY 6063-T6 CURB 4 -1 /2" 2" N.P.S. 4 1/2" 2" N.P.S. w RLW AT BACK UTILITY EASEMENT O.D. SL FITTER O.D. SLIPFITTER BROADWAY OF SIDEWALK �10' 1/2" BNC LOCKBOLT 5' -9" RADIUS 1/2" BNC LOCKBOLT 5' 9" RADIUS GR. 18 -8 S.S. GR- 18 -8 S.S. of TCURB FLUSH JOINT , �1' -2" FLUSH JOINT 1'-2" SIDEWALK Ad U) 4 -1/2" O:D. 4 -1/2" O.D. J R/W LINE W10' Ld M TAPERED ALUM. POLE TAPERED ALUM. POLE MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW Z Z g O 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 30' -O" 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25' 0 "H SL, qFB 0 ¢ 23' -3" 18' 3" O Z SHAFT SHAFT O 25' 30' 35` 40' CH W J SL 18-3 23-3 28' -3" 33' -3" 0219 1' -2' T 0.188 0.188 0:219 W 151 HANDHOLE. 4 "x6" OPENING 151 HANDHOLE. 4 "x6" OPENING TAPERED ALUM. POLE 2' TO 4' OVERHANG 'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH \ `•• _ STREET LIGHT CONDUIT W /COVER AND S.S. SCREWS 8' O.D. W /COVER AND S.S. SCREWS 8" O.D. H, - BASE FLANGE ALLOY 356 -T6 .WITH GROUND LUG BOLT COVERS & S.S. SCREWS 1' -6" �I 1­11 -1/4" SQ. 11" TO 12" DIA. BASE. FLANGE ALLOY 356 =T6 WITH GROUND LUG BOLT COVERS & S.S. SCREWS 1' 6" -I I--11 1/4" SQ. 11" TO 12" DIA. HANDHOLE 4 "x6" 'SL' OPENING'W /COVER GROUNDS LUGREWS. INSIDE POLE TRENCH DEPTH 24" OO o ° oE BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL s ANCHOR BOLTS WITH 4' 1' -6" ;, j o / o I STREET LIGH� 41) =SIDE'NALKSOH �a ANCHOR BOLTS' WITH 4' CONDUIT TRENCH DEPTH 24" z - NUTS AND WASHERS =� NUTS AND WASHERS P 4» 1 LLJ 4„ ALTERNATE STREET CROSS SECTION. U �o (MODIFIED)' E STANDARD 30 FOOT DAVIT POLE STANDARD 25 FOOT DAVIT POLE LIGHT BASE AND JUNCTION BOX LOCATIONS 7l' E o E ADOPTED - ADOPTED ADOPTED .°. �I N o�X CrrY OF RENTON ♦ * O Standard plans CITY OF RENTON ♦ * . Standard plans ♦ .• ♦ CCITY OF RFMON ��� Standard plans and O2 LST DATE: 12/96 a NT LST DATE: 10/30/96 DATE REVISION BY APPR' DWG. NAME: JR -02 SP PAGE: J003 LST DATE: 10/30/96 DATE REVISION : BY APPR' DbVG. NAME: JR -01 SP PAGE: J002 - DATE.: REVISION BY APPR' t DWG. NAME: JR -35 SP PAGE: J014 ge o 12 g 2" N.P.S. SLIPFITTER j� INSTALL TIICALLY. INSTALL VERTICALLY. IN DRY WEATHER 50 P OR ABOVE. TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD T -0" VARIABLE MIN' 2° NUMBERING EXAMPLES ��V-6" O w oz� BRACKET CABLE 2 5 3 6 1 1 4 T �• go% 04 2" BY 3/4" REDUCING WASHER 4 7: C 8 LETTER LETTER SUFFIXED PREFIXED CITY ': PUGET POWER FRONT VIEW SIDE VIEW x x x OWNED .OWNED s erc rc a Wa a g TYPICAL JUNCTION BOX "B" RECOMMENDED FOR APPROVAL CURB CONCRETE PAD BY DATE Of a 3/4" ROMEX CONNECTOR WITH LOCKNUT 9(� HEEIIGHTING 9cF 4„ . �,. = e.. a BY DATE BY DATE N a ° 3/4, 15 FEET 45o TRAFFIC FRONT VIEW SIDE vlEw x RECORD DOCUMENT CO SINGLE OR DOUBLE MAST ARM AS REQUIRED . FLOW_ BY 0.41 u"' � W" "'��- DATE 1'' 2" / < PLAN VIEWI TYPICAL JUNCTION BOX "C" CONCRETE PAD 4' 0' I- — 3'-0" S Z 'WA 1H DECAL' RELECTORIZED 2 %z I , 2 - 4 OV y y FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2X' -3" OR WHITE LEGEND z f� o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK FRONT VIEW SIDE VIEW Po +e rn ARE ON SAME CIRCUIT BACKGROUND IF &I ! =•ass Of MAST ARM WIRING DETAIL ,EXPIRES 01/31/07 3 o STRAIN RELIEF DETAIL STREET LIGHT STANDARD DECAL NUMBERING SYSTEM TYPICAL CONCRETE PAD DETAILS a HERMAN TRAFFIC ENGINEERING >Y lG� Y ADOPTED Y ADOPTED Y ADOPTED 15324 Southeast 133rd Court, Renton, Washington 98059 11I CITY OF RENTON ♦ ♦ U CITY OF RENTON ♦ ♦ CITY OF RENTON ♦ ♦ + Standard plans A® FNT LST DATE: 10/30/96 =•- Standard plans NT LST DATE: 12/96 p- Standard plans LST DATE: 10/30/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast. net zz DATE REVISION DWG. NAME: JR -05 SP PAGE: J006 A REVISION p DWG. NAME: JR -09A SP PAGE: J009 DATE REVISION PP • DWG. NAME: JR -36A SP PAGE: J015 R-0- LL 207 I 0 O 0 d o � ti N W E ' • 1 - � � �j ® ®: & ® Y � "i .., ;�� L! -k>� �_ °0 0 , d. � I '" °� � ., e I '� � � ' � y �� w '� " °TES: LIGHTING STANDARD & JUNCTION BOX m � J All. dimensions are .minimum. Exact configurations vary among different manufacturers. N o 4 1O The noted lid .thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7, - �P �.a o E Boxes shall be: 28� minimum of overall thickness- : a Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box. reinforcement consists of 6 X 6 – W3 X W3 welded fabric :frame. o d o ve o o v b ° o v o 'o � D o° ° oo ° " o ov 4 ° v ov oD wire weldedto the: When. noted in the contract. Type2 and Type 3 Boxes shall be provided with 12" deepo e °Q° v� o ed e:.d O O ° � o extension boxes. When noted in -the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gagedividerplate complete with fosteners.0 PLAN VIEW °� O p D° o ,p = D ao 3' O O d p � oo – ° Non– dbncreteBoxes may be submitted for approval. Evaluation will include an H -20 v oDv ° � ° Do e Lood'.Test, o a o eD p0 v Dv OD ° � : J A JUNCTION BOX DIMENSION TABLE I c I STREET LIGHT POLE JUNCTION BOX BOX TYPE I I = Q : ITEM TYPE 1 TYPE 2 - ALTERNATE A ALTFRNAIE 8 � W A Box Outside length 22° 22" 33" L Z Z B BbxOutside Width 17" 17° 22 1 2" g � — p. Q C Box Inside Len th 18" 19" 28" D Box:lnside Width" 13' 14° 17" ELId Len th 18" 18 ". 261 2" – � 1' O Z O F Lid width 13" 13" 17" PLAN Hew G Box:De th 12" 12" 12" SIDE VIEW ° o b v v � a d pu ° o, 4" DEEP � � � W H Lid &Frame De th. 5 16" 5.16" 5 16° ". � o °oa a °o U' J J Wall Thickness. Min. 1 1 2 1 -1 2° 1 1 2° �° o o � J K Wire: Reinforcement W -3 W -2.5.- W -25 i' O v° ° W � L Le end See Detail See Detait See Detcil 'i ELEVanoN wEw ° o e ee a e Ov0 O e e - ITEM MATERIALS =y Box600D PSI concrete See Notes ° 000 - a Frame :Diamond PlateSteel - -A786 r �_ a� � s• + Lid Su ort 1 8'Min. Thick Steel C, L or T: - A36 –ira: : o °e * Lid oiamDnd PIDte SteeC- A766 Anchors Steel.. Wireor .Tee Plate e^ cNAVEL PAD COMPACTED : Reinforcement' ASTM A- :82.Steel INDIVIDUAL `JUNCTION BOX ,.; o � o O � � Z ' o.E � 3Q � z :� - *GALVANIZED STEEL TPICAL JUNCTION e0X INSTALLATION DETAILS LEGEND DETAIL (Mark U �=1 ICI m T1PE I eoz SIGNALS T �� - o TYPE n sox p. v o ° o ° D ° ov o 0.':D v o e ' °d°d NOTE: CLASS 'B' CONCRETE � TO BE USED IN eo ° = D Deo CONSTRUCTION OF PAD .nw ~ L.l_1 n-� LIGHTING 1, a °n ° "� PLAN srMeots a � o O -. U � rn o TS LT i���°��i : TELEMETRY TnaFFlc sldivAL sysTEni LEOFND d. _ A : ` a E _� JUNCTION BOX .DETAILS o e o ov v vD a 1': CONCRETE PAD DETAILS m E C N q �� �e � L T€ Y ADOPTED F L tt th 1 /en Weld �- I CITY OF NENTDN e d G i d ff D a P --"�-i z P tt b fare forming. i' "°„' i � �+ O 1' Y ADOPTED CPTY OF RENTDN PLAN VIEW + �" � • Standard.: o E, a� lettere. Standard plans ILLUMINATION sysrEM LECENO -( LST DATE:11 /89 DATE REVISION BY APPRD DWG- NAME: JR -36 SP PAGE: J016 plans & LST DATE: 10/30/96 :DATE REVISION 8Y APPR DWG. NAME: JR 07 SP PAGE: J008 : : Q� 4. �� o € EPDXY FILL EPDXY_FILL -�_ INLINE SPLICE ° �_ �s'F <;<� WYE SPLICE SPLICE KiT _ _ ,- FUSE KITS QUICK' -0ISCONNECT 10 AMP IN LINE' FUSE TO LUMINAIRE ? KITS — S.E.C. OR EQUAL TYPICAL DESIGN "B" � e� � ° � � � s� � � ° s ° � JUNCTION BOX 1/4" MINIMUM SPLICE KITS GROUND tUG DRAIN HOLE CLEAR EPDXY SPLICE KITS ON ALL THRU 2'�' MIN. GROUT TOP' OF CONCRETE WIRE RUNS .UNDER POLE 4" CONCRETE BASE �BEULEVELIOWI HO � � a a PAD 5„ ORPCURB.IDEWALK 9 N a DIAMETER = 7�8" IIIL III -111 0 —1111= III =III '° . =III III =1 - 11= 1111 -1111 #8 GREEN ' 111 1111 = 1111° -1111 GROUND WIRE 1111° t o I �4- 7�8 "�{ RECOMMENDED FOR APPROVAL � m LOAD LINE `' GROUND CLAMP 4• BY DATE h 1/4° FUSE 1�4" 1 �8" �0 0 1 �8" 2– SIZED AS REQ'D � � PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR BY DATE to coNCeETE BY DATE D4 CUTTING RINGS FOUNDATION 5 /8 "x8' II 3' SO. �Z COPPER —CLAD h— OR DIA. RECORDID,000MENT GROUND ROD � Z � FUSE KIT BY p� -evrr� � DATE z' �7`O7 - r; � FUSE KIT & SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM �'� �o �IAr y� �yti � A HERMAN TRAFFIC ENGINEERING � Z � � � Y ADOPTED + cm of NENTON s Y ADOPTED 4 crrr of RF.NTON � O� 4 � P °eSS�?�rER�°��a�`" 15324 Southeast 133rd Court, Menton, Washington 98059 � Standard lens 1ST DATE:P1 /5/96 1 r Standard plays 1ST DATE: 72/96 N1 ONAL E li "l` g 425- 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net EXPIRES Ot/31 /0] O Z DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: J013 DATE REVISION DWG. NAME: JR -06 SP PAGE: J007 �._ , �. � � „� ���� g(.•uycn � el a �nurs ' • 1 - � � �j ® ®: & ® Y � "i .., ;�� L! -k>� �_ °0 0 , d. � I '" °� � ., e I '� � � ' � y �� w