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HomeMy WebLinkAboutzT-2902SetI rA e 24 T23N, R5E ift i gam. 116 PL s1Ula""ll u NE � sr VICINITY MAP NOT TO 9CALL 4 TM- W -�J�t O A 3 +80 ENO DOUBLE YELLOW CENTER LIN (DA 3 +13 PLACE STOP BAR BEGIN DOUBLE YELLOW CENTER LINE S 167 +43 PLACE STOP BAR QEND WHITE APPROACH LINE (, ENO DOUBLE YELLOW CENTER LINE �v i 5 168 +33 _ BEGIN WHITE APPROACH LINE (D END PROJECT SRMP 14.20 ,• PLACE STOP BAR 7 S 171+14 I O ` END DOUBLE YELLOW CENTER LINE Q ~ S 168 +44 ENO TWO WAY LEFT TURN LANE REMOVALS I �\ W BEGIN DOUBLE YELLOW CENTER LINE ui I PLACE LEFT TURN LANE STOP BAR ` FOUND MON. AT P.C. S 175 +03.11 r H Ar 169 +44 S �,.- l 0 j END WHITE APPROACH LINE ,-�'' Ile O ,,. Ar Ar 6 DEV�IAT_ION NOTE: INTERSECTION ANGLE POINT = 5.14'24" VOW DESIGN NOTES• SIGNALIZED INTERSECTION SPACING APPROXIMATELY 850' TO THE EAST. SIGNALS WILL BE COORDINATED. y ,► 4 - �• °� DESIGN SPEED = 50 MPH FOR SR 900 �3 S 166 +43 BEGIN WHITE APPROACH LINE ,�-`" �/" ''j �`,�► N• DESIGN SPEED = 25 MPH FOR ANACORTES AVE. NE 5 6 • r• 9 1 xpp N r 1 S 164 +73 BEGIN TWO WAY LEFT TURN LANE REMOVALS 1 BEGIN DOUBLE YELLOW CENTER LINE 1� i 1 r BEGIN PROJECT SRMP 14.10 ROLL 1'9;.7 �> 1 0 + 0 1 1 1 1 , f 1 i 1 1 1 1 �i1 1 1 1 5 A 2 +03 PLACE STOP BAR OO END DOUBLE YELLOW CENTER LINE O1 A 0+90.45 END SINGLE SKIP YELLOW CENTER UNEO BEGIN DOUBLE YELLOW CENTER UNE O A 0 +00.00 BEGIN SINGLE SKIP YELLOW CENTER LINE O FR 267 DESIGN VEHICLE — AASHTO "SU" FOR ANACORTES AVE. NE SOUTH OF SR 900 DESIGN VEHICLE -- AASHTO "P" FOR ANACORTES AVE. NE NORTH OF SR 900 CONSTRUCTION NOTES: O DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 2 SINGLE SKIP YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 3 WHITE APPROACH UNE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE LANE LINE PER CITY OF RENTON STANORD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE THERMOPLASTIC TURN ARROW PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008 AND HR -02 SP PAGE: H002. O THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -13 SP PAGE: HO 12. 7 THERMOPLASTIC STOP BAR PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008. w►14 ~VIM ++TONAL too 11 /21/03 � �: T—.ay. a./ 9 .♦ i a� a C o W Z: C= �W Z a- ci 0) � 0 Lo E co °' vED LU ZC) V ` CCU 0 LU � cq = s � > Z � Z �.<0. <O > = N m_V,w W I CL Z o_ Z cc =0 C; Z < V Cn W c W ZC ~.� Z CI w � o Q co CL 24 T23N, R5E ift i gam. 116 PL s1Ula""ll u NE � sr VICINITY MAP NOT TO 9CALL 4 TM- W -�J�t O A 3 +80 ENO DOUBLE YELLOW CENTER LIN (DA 3 +13 PLACE STOP BAR BEGIN DOUBLE YELLOW CENTER LINE S 167 +43 PLACE STOP BAR QEND WHITE APPROACH LINE (, ENO DOUBLE YELLOW CENTER LINE �v i 5 168 +33 _ BEGIN WHITE APPROACH LINE (D END PROJECT SRMP 14.20 ,• PLACE STOP BAR 7 S 171+14 I O ` END DOUBLE YELLOW CENTER LINE Q ~ S 168 +44 ENO TWO WAY LEFT TURN LANE REMOVALS I �\ W BEGIN DOUBLE YELLOW CENTER LINE ui I PLACE LEFT TURN LANE STOP BAR ` FOUND MON. AT P.C. S 175 +03.11 r H Ar 169 +44 S �,.- l 0 j END WHITE APPROACH LINE ,-�'' Ile O ,,. Ar Ar 6 DEV�IAT_ION NOTE: INTERSECTION ANGLE POINT = 5.14'24" VOW DESIGN NOTES• SIGNALIZED INTERSECTION SPACING APPROXIMATELY 850' TO THE EAST. SIGNALS WILL BE COORDINATED. y ,► 4 - �• °� DESIGN SPEED = 50 MPH FOR SR 900 �3 S 166 +43 BEGIN WHITE APPROACH LINE ,�-`" �/" ''j �`,�► N• DESIGN SPEED = 25 MPH FOR ANACORTES AVE. NE 5 6 • r• 9 1 xpp N r 1 S 164 +73 BEGIN TWO WAY LEFT TURN LANE REMOVALS 1 BEGIN DOUBLE YELLOW CENTER LINE 1� i 1 r BEGIN PROJECT SRMP 14.10 ROLL 1'9;.7 �> 1 0 + 0 1 1 1 1 , f 1 i 1 1 1 1 �i1 1 1 1 5 A 2 +03 PLACE STOP BAR OO END DOUBLE YELLOW CENTER LINE O1 A 0+90.45 END SINGLE SKIP YELLOW CENTER UNEO BEGIN DOUBLE YELLOW CENTER UNE O A 0 +00.00 BEGIN SINGLE SKIP YELLOW CENTER LINE O FR 267 DESIGN VEHICLE — AASHTO "SU" FOR ANACORTES AVE. NE SOUTH OF SR 900 DESIGN VEHICLE -- AASHTO "P" FOR ANACORTES AVE. NE NORTH OF SR 900 CONSTRUCTION NOTES: O DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 2 SINGLE SKIP YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 3 WHITE APPROACH UNE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE LANE LINE PER CITY OF RENTON STANORD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE THERMOPLASTIC TURN ARROW PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008 AND HR -02 SP PAGE: H002. O THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -13 SP PAGE: HO 12. 7 THERMOPLASTIC STOP BAR PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008. w►14 ~VIM ++TONAL too 11 /21/03 � �: T—.ay. a./ ao a� a C of 3� Z: C= �W L-Li a- ci L2 c3c: 'C7 •- n E °' vED 24 T23N, R5E ift i gam. 116 PL s1Ula""ll u NE � sr VICINITY MAP NOT TO 9CALL 4 TM- W -�J�t O A 3 +80 ENO DOUBLE YELLOW CENTER LIN (DA 3 +13 PLACE STOP BAR BEGIN DOUBLE YELLOW CENTER LINE S 167 +43 PLACE STOP BAR QEND WHITE APPROACH LINE (, ENO DOUBLE YELLOW CENTER LINE �v i 5 168 +33 _ BEGIN WHITE APPROACH LINE (D END PROJECT SRMP 14.20 ,• PLACE STOP BAR 7 S 171+14 I O ` END DOUBLE YELLOW CENTER LINE Q ~ S 168 +44 ENO TWO WAY LEFT TURN LANE REMOVALS I �\ W BEGIN DOUBLE YELLOW CENTER LINE ui I PLACE LEFT TURN LANE STOP BAR ` FOUND MON. AT P.C. S 175 +03.11 r H Ar 169 +44 S �,.- l 0 j END WHITE APPROACH LINE ,-�'' Ile O ,,. Ar Ar 6 DEV�IAT_ION NOTE: INTERSECTION ANGLE POINT = 5.14'24" VOW DESIGN NOTES• SIGNALIZED INTERSECTION SPACING APPROXIMATELY 850' TO THE EAST. SIGNALS WILL BE COORDINATED. y ,► 4 - �• °� DESIGN SPEED = 50 MPH FOR SR 900 �3 S 166 +43 BEGIN WHITE APPROACH LINE ,�-`" �/" ''j �`,�► N• DESIGN SPEED = 25 MPH FOR ANACORTES AVE. NE 5 6 • r• 9 1 xpp N r 1 S 164 +73 BEGIN TWO WAY LEFT TURN LANE REMOVALS 1 BEGIN DOUBLE YELLOW CENTER LINE 1� i 1 r BEGIN PROJECT SRMP 14.10 ROLL 1'9;.7 �> 1 0 + 0 1 1 1 1 , f 1 i 1 1 1 1 �i1 1 1 1 5 A 2 +03 PLACE STOP BAR OO END DOUBLE YELLOW CENTER LINE O1 A 0+90.45 END SINGLE SKIP YELLOW CENTER UNEO BEGIN DOUBLE YELLOW CENTER UNE O A 0 +00.00 BEGIN SINGLE SKIP YELLOW CENTER LINE O FR 267 DESIGN VEHICLE — AASHTO "SU" FOR ANACORTES AVE. NE SOUTH OF SR 900 DESIGN VEHICLE -- AASHTO "P" FOR ANACORTES AVE. NE NORTH OF SR 900 CONSTRUCTION NOTES: O DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 2 SINGLE SKIP YELLOW CENTER LINE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -01 SP PAGE: H001. 3 WHITE APPROACH UNE PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE LANE LINE PER CITY OF RENTON STANORD PLAN DWG. NAME: HR -02 SP PAGE: H002. O WHITE THERMOPLASTIC TURN ARROW PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008 AND HR -02 SP PAGE: H002. O THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -13 SP PAGE: HO 12. 7 THERMOPLASTIC STOP BAR PER CITY OF RENTON STANDARD PLAN DWG. NAME: HR -03 SP PAGE: H008. w►14 ~VIM ++TONAL too 11 /21/03 � �: T—.ay. a./ q I 0 USE "T" FITTING AND ADAPT TO MOUNT :MERGENCY VEHICLE 'REEMPTION HEAD J`,i) \ �`�� �•\ _r ` .J/ r: /•i IIt t.,. do OR it (•l, !• ._ -.'' - ter° �� ap A. \ 9 2 I - - -- 43 1\ �t � 4 . 41 L� op 1 It 2�. , 4 a/' 2 It <31N." dip AV VEHICLE SIGNAL DISPLAYS L E D ­80"ER LED--"fiR It .fir' . - ' Q 1 3 , c�r.c. ,�s• �► T 2 3- ' ...- :� G G Q2 --+ • -v ;/'` • .--- o ,mot + s Z a 43 ' , .. -, LED HEADS NO. 4 ,. .�. L MODE • --r ( , \ ��, r HEADS NO. 22, 41, 42 J eo r y { _ . 7 2 I \ - %) 62. 81, 82 W V iL� \C,r r L-� .0ED_ i .,� I >� - .- ' 1\7 CiF._. 61/21 (� w ! 1C; "c %IWt.r 00% ` -�' '• .,,.- 11/61 • .� 24 � �c-r' �' \ % �- •' „_ - W \, t �+ xQO 3 -� ,:+ .,= LED P. ,. ;r LANE USE SIGN PHASING SEQUENCE IIII— TYPE B'— P E D . �-{ c,�� r �, ,.. =' �,6 �'- _ 5 PZD�'rSiwN DLAYSI W Z U Q TYPE K— VEHICLE • •r`�'a��- r. g ! 9 - f' ,, �r . - 2 �--� ' W Z -4 }1-� -J- �%` 4 11 ✓t' '� 17.89" EFT TUR C7 �_r,'i 'r, �r ,t ,� r- ! - �� ��..- YIELD 1 05 O O (/') r,�.,� -!"i -r " •'' ''i' cj� /2 • rJ I �� -. .. ;,.' 16.08" ON GREEN 11 �L 4, ter;'" /''�• 12 .. 3 •% 4 j - i �� ! »�:�� _ _ NEW STREET NAME SIGNS <-«.!► r l ' '/ fJ +� +� ''.' r'"'� f1 f.-• / / J '/ • 2 6 till - =�• ANA ■ S4 HEADS NO. NOT NOT • ` i_�-,r - r ti l�` - , �� '' �',`, 1�1, r - 6 r 1 S w w 26. 27, 46. 47 24 X 30 USED USED a rr�.t ��/ �;� 1 .r ��► .;, �- _..•�, 5 icy >' ►► i 9 -9 x 1 -6 66. 67 S1, S2 a • I ' - S 5 .. 4 08 ItE E {.�-� . - �; - r% 63 -, , .,� 13 ,, GENERAL NOTES. 7 -9 x 1 -6 -f-4 COOP, �i�r - W Z • �-{ -� :�%' , --� �� - 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS AND Y . -64 - i- ,' V' SQUARE DOORS, EXCEPT WHEN NOTED. + 1 - 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE "LED" HEADS WITH TYPE E MOUNTING iv o �.?-t -' -•% , . - \ - , . +�• - ,, ,- - -,_ 3A .-- ; �I I� , ; 9 HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON TYPE II JUNCTION BOX ?>- �'" ,/ l �,r� ' = =r '*t -� •'i r.J ,--�' '., 1 , STANDARD PLAN J024 AND J025. 0 .../ �- l /t�l ,.r'''�. .• ,y - r' K• r ti. tl �t I 1 WITH £294 OPEN BASE EXTENSION m E ' r �- •� \E ,� '" ' - 2 I I 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED, UNLESS OTHERWISE NOTED. `. E - 'O!E�• J y - :.r - "'='' � - �' `� ► ` i ', pq I I' —� VEHICLE SIGNAL HEAD 4. ALL DETECTOR LOOPS SHALL BE 6 -FOOT BY 6 -FOOT. LOOPS ARE TO BE CENTERED IN PEDESTRIAN SIGNAL HEAD C - THEIR RESPECTIVE LANES AND LOCATED AT INDICATED DISTANCES o , FROM STOP BAR, UNLESS : / - ��'�'�'�- % %' ! •� 1 I� ii it OTHERWISE NOTED. J : - : 3 ," i 1 1 �, sI VEHICLE PRE- EMPTION DETECTOR ' 134 ,r= � �!� ; -; � - r -- , -_ - - - � t' I � '•� 1 � 1+ '/ ' - �..- 65 r� %f.- �_r -- 5. ALL SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. LANE USE SIGNAL HEAD 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD O IN ADJUSTED ORDER DER TO � , `\ i � t PLACE � TYPE N SIGNAL POLE PARALLEL CONDUITS IN ONE TRENCH. �/ - .. �- -;,j` '��r► s •.�`' t! 1'! t ti�. TYPE IN SIGNAL POLE [ OL ',RD i tI ► 7. REMOVE AND SALVAGE EXISTING HARDWARE, LUMINAIRES. AND POLES. AND DELIVER TO ,r-.l r �� i I • I , x , +� 1: THE CITY OF RENTON SHOPS. SIGN ON MAST ARM Yl lit it 11111 1 oo� ' f ' 8. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR a r ❑ LOOP DETECTOR r,'k4g ?��'- ''^��.r'� ', >� !j i _.,r.._ -- - + ��C GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEEL -CHAIR ��-'.� • ! ,,. "� psi' - ; ,_.: I I ___ -- •., j' i RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ® -y,� - - �•" ,. , , f- ` ` !!, I1 r it ENGINEER. { i SIGNAL CONTROLLER CABNE T or 0. CONSTRUCTION NOTES: STREET LIGHT CCU_ D ► •' f I i G)CONSTRUCT: SIGNAL POLE FOUNDATION, TYPE N SIGNAL POLE WITH 30 FOOT MAST ARM TWO VEHICLE SIGNAL HEADS WITH a;) CHIC UREWIS, `, FLAY AREA 4 1 " x TYPE M MOUNTS, TWO LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD WITH TYPE �� I S Y E E MOUNTS, TWO PEDESTRIAN PUSH ' BUTTONS WITH SIGNS. ONE TERMINAL BOX, AND ONE STREET NAME SIGN will IF LZ= I CO I t SCHEDULE N C M r / W • Z Gn Lj t.0 Q I co HW Z o Owgr a � t < ZIm� c0 p .d Q USE "T" FITTING AND ADAPT TO MOUNT :MERGENCY VEHICLE 'REEMPTION HEAD J`,i) \ �`�� �•\ _r ` .J/ r: /•i IIt t.,. do OR it (•l, !• ._ -.'' - ter° �� ap A. \ 9 2 I - - -- 43 1\ �t � 4 . 41 L� op 1 It 2�. , 4 a/' 2 It <31N." dip AV VEHICLE SIGNAL DISPLAYS L E D ­80"ER LED--"fiR It .fir' . - ' Q 1 3 , c�r.c. ,�s• �► T 2 3- ' ...- :� G G Q2 --+ • -v ;/'` • .--- o ,mot + s Z a 43 ' , .. -, LED HEADS NO. 4 ,. .�. L MODE • --r ( , \ ��, r HEADS NO. 22, 41, 42 J eo r y { _ . 7 2 I \ - %) 62. 81, 82 W V iL� \C,r r L-� .0ED_ i .,� I >� - .- ' 1\7 CiF._. 61/21 (� w ! 1C; "c %IWt.r 00% ` -�' '• .,,.- 11/61 • .� 24 � �c-r' �' \ % �- •' „_ - W \, t �+ xQO 3 -� ,:+ .,= LED P. ,. ;r LANE USE SIGN PHASING SEQUENCE IIII— TYPE B'— P E D . �-{ c,�� r �, ,.. =' �,6 �'- _ 5 PZD�'rSiwN DLAYSI W Z U Q TYPE K— VEHICLE • •r`�'a��- r. g ! 9 - f' ,, �r . - 2 �--� ' W Z -4 }1-� -J- �%` 4 11 ✓t' '� 17.89" EFT TUR C7 �_r,'i 'r, �r ,t ,� r- ! - �� ��..- YIELD 1 05 O O (/') r,�.,� -!"i -r " •'' ''i' cj� /2 • rJ I �� -. .. ;,.' 16.08" ON GREEN 11 �L 4, ter;'" /''�• 12 .. 3 •% 4 j - i �� ! »�:�� _ _ NEW STREET NAME SIGNS <-«.!► r l ' '/ fJ +� +� ''.' r'"'� f1 f.-• / / J '/ • 2 6 till - =�• ANA ■ S4 HEADS NO. NOT NOT • ` i_�-,r - r ti l�` - , �� '' �',`, 1�1, r - 6 r 1 S w w 26. 27, 46. 47 24 X 30 USED USED a rr�.t ��/ �;� 1 .r ��► .;, �- _..•�, 5 icy >' ►► i 9 -9 x 1 -6 66. 67 S1, S2 a • I ' - S 5 .. 4 08 ItE E {.�-� . - �; - r% 63 -, , .,� 13 ,, GENERAL NOTES. 7 -9 x 1 -6 -f-4 COOP, �i�r - W Z • �-{ -� :�%' , --� �� - 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH TUNNEL VISORS AND Y . -64 - i- ,' V' SQUARE DOORS, EXCEPT WHEN NOTED. + 1 - 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE "LED" HEADS WITH TYPE E MOUNTING iv o �.?-t -' -•% , . - \ - , . +�• - ,, ,- - -,_ 3A .-- ; �I I� , ; 9 HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON TYPE II JUNCTION BOX ?>- �'" ,/ l �,r� ' = =r '*t -� •'i r.J ,--�' '., 1 , STANDARD PLAN J024 AND J025. 0 .../ �- l /t�l ,.r'''�. .• ,y - r' K• r ti. tl �t I 1 WITH £294 OPEN BASE EXTENSION m E ' r �- •� \E ,� '" ' - 2 I I 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED, UNLESS OTHERWISE NOTED. `. E - 'O!E�• J y - :.r - "'='' � - �' `� ► ` i ', pq I I' —� VEHICLE SIGNAL HEAD 4. ALL DETECTOR LOOPS SHALL BE 6 -FOOT BY 6 -FOOT. LOOPS ARE TO BE CENTERED IN PEDESTRIAN SIGNAL HEAD C - THEIR RESPECTIVE LANES AND LOCATED AT INDICATED DISTANCES o , FROM STOP BAR, UNLESS : / - ��'�'�'�- % %' ! •� 1 I� ii it OTHERWISE NOTED. J : - : 3 ," i 1 1 �, sI VEHICLE PRE- EMPTION DETECTOR ' 134 ,r= � �!� ; -; � - r -- , -_ - - - � t' I � '•� 1 � 1+ '/ ' - �..- 65 r� %f.- �_r -- 5. ALL SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. LANE USE SIGNAL HEAD 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD O IN ADJUSTED ORDER DER TO � , `\ i � t PLACE � TYPE N SIGNAL POLE PARALLEL CONDUITS IN ONE TRENCH. �/ - .. �- -;,j` '��r► s •.�`' t! 1'! t ti�. TYPE IN SIGNAL POLE [ OL ',RD i tI ► 7. REMOVE AND SALVAGE EXISTING HARDWARE, LUMINAIRES. AND POLES. AND DELIVER TO ,r-.l r �� i I • I , x , +� 1: THE CITY OF RENTON SHOPS. SIGN ON MAST ARM Yl lit it 11111 1 oo� ' f ' 8. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR a r ❑ LOOP DETECTOR r,'k4g ?��'- ''^��.r'� ', >� !j i _.,r.._ -- - + ��C GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEEL -CHAIR ��-'.� • ! ,,. "� psi' - ; ,_.: I I ___ -- •., j' i RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE ® -y,� - - �•" ,. , , f- ` ` !!, I1 r it ENGINEER. { i SIGNAL CONTROLLER CABNE T or 0. CONSTRUCTION NOTES: STREET LIGHT CCU_ D ► •' f I i G)CONSTRUCT: SIGNAL POLE FOUNDATION, TYPE N SIGNAL POLE WITH 30 FOOT MAST ARM TWO VEHICLE SIGNAL HEADS WITH a;) CHIC UREWIS, `, FLAY AREA 4 1 " x TYPE M MOUNTS, TWO LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD WITH TYPE �� I S Y E E MOUNTS, TWO PEDESTRIAN PUSH ' BUTTONS WITH SIGNS. ONE TERMINAL BOX, AND ONE STREET NAME SIGN will IF LZ= I CO I t SCHEDULE M / Tvw "I 1 ?INU m GS - COPMWTOR SF LDED I C CONDUCTOR • STREET CROSSMGS USE SCHEDULE 80 OOMMA I @CONSTRUCT: SIGNAL POLE FOUNDATION, TYPE IN SIGNAL POLE WITH 45 FOOT MAST ARM AND 18 FOOT LUMINAIRE ARM, TWO �� �` ►' i I t ' VEHICLE SIGNAL HEADS WITH TYPE ! + ,► � .� It , j � t � . M MOUNTS, ONE SIDE MOUNT VEHICLE SIGNAL HEAD WITH ONE EMERGENCY VEHICLE �_,. _ �:`.�_;_ ` `, ;, "1���}it ' . { '� I i i ► PRE- EMPTION HEAD ABOVE IT USING MODIFIED TYPE K MOUNT (SEE DETAIL THIS SHEET), TWO LIGHT EMITTING DIODE (LEDI uu PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTS, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS ON TERMINAL E EAMIN L BOX, ONE STREET NAME SIGN, ONE LANE USE SIGN, AND ONE GE M -400A POWER /DOOR HIGH PRESSURE SODIUM 400 WATT LUMINAIRE WITH MEDIUM TYPE IN CUTOFF OPTICS. ! .; r ► 3 CONSTRUCT: SIGNAL POLE FOUNDATION, TYPE N SIGNAL POLE WITH A 30 FOOT (MAST ARM, TWO VEHICLE SIGNAL HEADS E ME STA!, OS WITH ' r 1v TYPE M MOUNTS, TWO LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTS, TWO PEDESTRIAN PUSH � BUTTONS WITH SIGNS, ONE TERMINAL BOX, AND ONE STREET NAME SIGN. i! is '�-• ��» O4 CONSTRUCT: SIGNAL POLE FOUNDATION, TYPE M SIGNAL POLE WITH 45 FOOT MAST ARM AND /8 FOOT LUMINAIRE ARM, TWO i EXIS LNG ,;JUNCTION BOX }f' %; 10 j� Ll VEHICLE SIGNAL HEADS WITH TYPE M MOUNTS, TWO MAST ARM MOUNTED VEHICLE PRE- EMPTION HEADS. ONE SIDE MOUNT " ' VEHICLE SIGNAL HEAD I D 2 CONDUIT ! s WITH ONE EMERGENCY VEHICLE PRE-EMPTION HEAD ABOVE IT USING MODIFIED TYPE K MOUNT )SEE �" DETAIL THIS SHEET), TWO LIGHT EMITTING; DIODE (LED) PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTS. N S, TWO PEDESTRIAN f ! ; i .I _ 1 ire i '� _ PUSH BUTTONS WITH SIGNS, ONE TERMINAL BOX, ONE STREET NAME SIGN, ONE LANE USE SIGN, AND ONE GE M -400A POWER /DOOR HIGH PRESSURE SODIUM 400 WATT LUMINAIRE WITH MEDIUM TYPE NI IIJ CUTOFF OPTICS. 000NSTRUCT NEW CONTROLLER FOUNDATION, PAD, AND TYPE P CONTROLLER CABINET. ©REMOVE EXISTING LUMINAIRE AND POLE. CUT POLE MOUNTING BOLTS FLUSH WITH CONCRETE. SALVAGE LUMINAIRE A P . NO POLE / TO CITY OF RENTON SHOP'S STORAGE YARD. RE-SPLICE EXISTING WIRING RUNS. 11,41 OCONSTRUCT NEW CIRCUIT BREAKERS AND /OR RECONFIGURE EXISTING CONTACTOR CABINET APPROXIMATELY 320 SOUTH OF SUNSET BLVD AS NECESSARY FOR 12OV/40A SIGNAL POWER (No. 2 WIRES) AND 240V/20A STREET LIGHT POWER (No. 8 WIRES). i @REMOVE STOP SIGNS AND STREET NAIVE i a 9999 r 4 i OLOCATE AND INTERCEPT EXISTNVCI SIGNAL INTERCONNECT CONDUIT ANO NVTEACONNECT WIRE. CONSTRUCT NVTERCONNECT p S ; ;�! BETWEEN PROPOSED SIGNAL CONTROLLER AND CONTROLER AT INTERSECTION OF NE SUNSET BLVD. AND DUVALL AVE. NE (APPROXIMATELY 760 FEET NE). RETAIN EXISTING INTERCONNECT. NO WIRE SPLICES SHALL BE ALLOWED IN INTERCONNECT WIRE. �i »�� 10 CONSTRUCT CONCRETE PAD FOR PROPOSED STREETLIGHT PER STD. PLAN JO 5. CONSTRUCT STREETLK�MT. USE GE M250A2 ---- --_•_• . —ZPOWR /DOOR MEDIUM TYPE 0 CUTOFF LUMNAIAE, 250 WATT MIGH PRESSURE SODNJM LAMP, 30' MOUNTNVG HEIGHT, e' MAST li ARM, AND FIXED BASE AT APPROXIMATE STA 0.47, LEFT 23.6'. NOTE THAT POLE BASE MUST BE AT BACK OF SIDEWALK DUE TO ROW RESTRICTION. SAW CUT SIDEWALK AS NECESSARY. USE EXISTING ,1 MT . .,� ION BOX r. •• �,�, r j ; ; i ;� @CONSTRUCT CONCRETE PAD FOR PROPOSED STREETLIGHT PER STD. PLAN J015. CONSTRUCT A STREETLIGHT. USE GE M25OA2 POWR /DOOR MEDIUM TYPE M CUTOFF L . 250 WATT HIGH PRESSURE SOOIIJIM LAMP 30' MOIJNTNrG HEIGHT �. ARM. AND FIXED BASE AT STA 1992. RIQMT 26. . i MAST all •Q ��� ;� i @REMOVE EXISTING JUNCTM BOX. SPLICE CONDUIT. DO NOT SEVER COMM�IMCAT IONS CABLE. ROLL 1 �9�7 FR 268 T - X41 • Z ��� �!R = zws' t • f • r N `o 00 o� a a'c Lim Z V C= • 1--- p W •,z `C C..1 C a v c� 'v n 'E E rN �1 +C � VO a� Q v s il 9 ' � W 646 6e1 \• CALLS o ee6 961 ♦1 + \6 CALL C 068 066 LM *e +\5 CALL D $M" els IIIIIA 1 ZZ O �- u W ~ 017 19 ee6 �• 2 =7 0$0 86 eso 26 2 887 m 84641 W 4 047 Z 51• s 067 63 L0 b > W Q I NO 06 co H 66 e66 ' F- W e6�► ee6 y , ix a Q W W7 ee s > �..� co A a A 7221 Z IX IL Oh 0 F 46 47 ��- Z ?44 Z 761 66 67 86 8786 6 ,. 0 T69 83 1 W a Q i W 613 Z 0 21 22 Z m w C)* z 829 1825 i- 841 41 42 4 W Z — �-- U 645 846 Z o w � 0 5 66.3 o ar ck: m 6 662 Ix 686 866 081 co 8 682 `o 00 o� a a'c Lim Z V C= • 1--- p W •,z `C C..1 C a v c� 'v n 'E E rN �1 +C � VO a� Q v s il g • a 4,11* 'r A � � rt•- w -tlo2 0 HB7 MMO 42 BUD 41 PI ZZMPT smam C 9=908 D 70ACM CAMW ROLL 1 9,,7 w i 2 FR 269 CAl11ET 7 041 � \4 CALL A ' � W 646 6e1 \• CALLS 0e$ ee6 961 ♦1 + \6 CALL C 068 066 LM *e +\5 CALL D $M" els IIIIIA 1 ZZ O �- u W ~ 017 19 ee6 g • a 4,11* 'r A � � rt•- w -tlo2 0 HB7 MMO 42 BUD 41 PI ZZMPT smam C 9=908 D 70ACM CAMW ROLL 1 9,,7 w i 2 FR 269 CAl11ET 7 041 � \4 CALL A ' � W 646 6e1 \• CALLS 0e$ ee6 961 ♦1 + \6 CALL C 068 066 LM *e +\5 CALL D $M" els 11.18 1 ZZ O �- u W ~ 017 19 ee6 �• 2 =7 0$0 86 eso 26 2 887 m 84641 4 047 51• s 067 63 b -97-03. NO 06 s e 66 e66 e6n v67 e6�► ee6 at 6 W7 ee 781 26 27 2 A a A 7221 1724 72.6 ?41 46 47 4 ?48 ?44 ?46 761 66 67 86 8786 6 ,. 762 T69 83 1 884 12 11 i A z Lo y 613 621 21 22 2 829 1825 886 841 41 42 4 6421 6" 645 846 668 51 5 66.3 661 61 62 6 662 663 686 866 081 X61 a2 8 682 W 686 ON 611 1 La 512 2 613 3 514 4 616 3 616 6 601 AC+ cc 601$ TO CONTROLLER AT INTERSECTION OF NE SUNSET � BLVD. AND DUVALL AVE. NE rrrr wM.Mar. A (F ; ;r --- Matto ajosir • I b N 0 I IT, it 1h O WW rD POLE ORIENT. ANGLE DEGREE P. CLC O.A FROM OFFSEI TO 0' POINT 1?0 Dyq n'lp'ZEES CLOCKWISE F'Pnu A• Tf 1 I VDTi`AI ATTAt`LMML. KIT Li" t ►IT ALL HANDHOLES A' POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW m• It . ....... vvmvgo�n low 10 La%." 1 111141W J 1 R/111r r -%A-F— 1,oVMD1NA I IVIV LIVI'7 1 INV vvow v6% wv� vv .� wva..v`l� SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SIGNAL STANDARD POLE STANDARD TYPE SD SPECIAL DESIGN STANDARD LEGEND: a. VEHICLE SIGNAL HEAD b. SIGN C. STREET NAME SIGN d. PRE —EMPT DETECTOR e. NOT USED f. LUMINAIRE g. PEDESTRIAN SIGNAL HEAD h. CABINET I. PEDESTRIAN PUSH BUTTON ASSEMBLY. JR -17 J. HANDHOLE N0TE5: iO MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. (D FIELD INSTALLED rq 026*4 IVA ua sma &WIN r g LUMINAIRE DATA a a'c W o .E ��MAST Z L4. Z O�/�) C= � LAIJ • LU a Y / re) , c > 0 E 0°. E WIN 0- I , c °1 c ou a c,� W 0 2 uj V- W w • `/ • Z 0 I :.c •,, a Q E" 0 NE SUNSET BLVD. ESE o��■ oo�mos�s�m�o�mo�������o�o���������mmo���m�mo� _ Z 0 a- � Q LCa MONSOON I � u O W () zm W Z CO N mmmmmmm mmmzmmmm W Z F- Z W mmmmw- O O � 0 MIEM ao � IME cc O 0 I IT, it 1h O WW rD POLE ORIENT. ANGLE DEGREE P. CLC O.A FROM OFFSEI TO 0' POINT 1?0 Dyq n'lp'ZEES CLOCKWISE F'Pnu A• Tf 1 I VDTi`AI ATTAt`LMML. KIT Li" t ►IT ALL HANDHOLES A' POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW m• It . ....... vvmvgo�n low 10 La%." 1 111141W J 1 R/111r r -%A-F— 1,oVMD1NA I IVIV LIVI'7 1 INV vvow v6% wv� vv .� wva..v`l� SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SIGNAL STANDARD POLE STANDARD TYPE SD SPECIAL DESIGN STANDARD LEGEND: a. VEHICLE SIGNAL HEAD b. SIGN C. STREET NAME SIGN d. PRE —EMPT DETECTOR e. NOT USED f. LUMINAIRE g. PEDESTRIAN SIGNAL HEAD h. CABINET I. PEDESTRIAN PUSH BUTTON ASSEMBLY. JR -17 J. HANDHOLE N0TE5: iO MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. (D FIELD INSTALLED rq 026*4 IVA ua sma &WIN .IIII. ... ao LUMINAIRE DATA a a'c o .E ��MAST 3� L4. Z u . C= � LAIJ a W v C WX , c Cob c° ;€ •3 n E E 0°. E WIN 0- I , c °1 c ou a c,� 0 I IT, it 1h O WW rD POLE ORIENT. ANGLE DEGREE P. CLC O.A FROM OFFSEI TO 0' POINT 1?0 Dyq n'lp'ZEES CLOCKWISE F'Pnu A• Tf 1 I VDTi`AI ATTAt`LMML. KIT Li" t ►IT ALL HANDHOLES A' POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW m• It . ....... vvmvgo�n low 10 La%." 1 111141W J 1 R/111r r -%A-F— 1,oVMD1NA I IVIV LIVI'7 1 INV vvow v6% wv� vv .� wva..v`l� SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SIGNAL STANDARD POLE STANDARD TYPE SD SPECIAL DESIGN STANDARD LEGEND: a. VEHICLE SIGNAL HEAD b. SIGN C. STREET NAME SIGN d. PRE —EMPT DETECTOR e. NOT USED f. LUMINAIRE g. PEDESTRIAN SIGNAL HEAD h. CABINET I. PEDESTRIAN PUSH BUTTON ASSEMBLY. JR -17 J. HANDHOLE N0TE5: iO MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. (D FIELD INSTALLED rq 026*4 IVA ua sma &WIN POLE DATA LUMINAIRE DATA [�] ��MAST ARM�mmmmmmmmm��mmmmmmmmm���OOmm0mmo00 NE SUNSET BLVD. ESE o��■ oo�mos�s�m�o�mo�������o�o���������mmo���m�mo� ANN mmmmmmmmmm IMM mmmmmmm mmmzmmmm m0ommmmmmo� mmmmw- MIEM IME NIEMEN MEN IME MIMIMMMMMI HEIDEN IME MEM�= MINIMME IMM IME 101 MENIMMINIM OEM IMM COMMON IME OEM IMEMEMMINIMEN ANN IME I 0101 OEM IME MIMINME MMI IME MEMO! MEN MIMMEMEMM! MEN =MENOMINEE IMMIN MIMMEMMIEN IMM ENIME ANN MIMINIEN ----M1M--M1MMMM IMMIMMIMIN MMIMM _M1 IME MEMMI ANN MINIMIEN ANN MINIMEN HIM • ri -lit FtOLL1'97 F 1270 /1, 0 ; T s ya 11 ,* Y it.NrIFA MR i t adm r LA