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Home My WebLink AboutzT-3847SetL0 J2 TlO N �.1.� O O O V qlC . z 3 w V c w J 00 J 0 z QOD 0 w �14 v~i Lu a N W at 0 O v WIRING SCHEDULE q 0) 420 ALAN WOOD ROAD C •� V t/1 H 0 m ��"; •' of ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL 08 �6 4�0 �6 GRIND. WIRE F 0 v 10 CC -j3) M m ry U U � Q 77 w Q 77 Q (0 00 0 U) ALEX ZZ 00 Ci.lCv Cy- Cy- 00■■■F ............... ILLUMINATION v WIRING SCHEDULE * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. DMAUM CITY OF RENTON, NAVD 88 CA 2,WORKWG DAYS Lc,j=%.=1ORE YOU DIG: 811 Bepict Iriw: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND NEW,/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE 111 ........ = SIGNAL POLE TYPE Il - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER WIRE NOTE CMECXWPOi _ TO CITY STANDAFM Approved b : L. 0 � Date PP Y f- A,-� Approved by: Date (2* Approved by: Date Approved by:- Date SEE SHEET IL 1.06 FOR: 1 1 • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS uwntry utvrrr-Lurm WIRING SCHEDULE ,�pQNER T 420 ALAN WOOD ROAD �� ••..•••••••..•• N0. RACEN/AY CONDUIT ��"; •' of ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL 08 �6 4�0 �6 GRIND. WIRE CONDUIT FILL ALLOW. FILL 26X ALLOW. FILL r 40X CONSTRUCTION MANAGER M W EX. NEW EX. NEW EX. INEW EX. NEW EX. NEW EX. NEW 70 : cn: 5 O 00' w E: DIKH T. SLATt EA.0011 ENGNE, ENGINEER, ---•- 1 2" SCH40 PVC 2 1 0.17 0.89 --- 2 2" SCH80 PVC 2 1 0.17 0.89 -- --- 3 3 2 " SCH40 PVC 2 1 0.22 0.89 -- --- 4 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 i 1 0.59 1.95 -- --- 8 8 2" SCH40 PVC 4 1 0.28 0.89 --- 9 2" SCH80 PVC 3 1 0.51 0.89 --- 10 EX 2" ** 4 1 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 -- --- 14 14 2 " SCH40 PVC 2 1 0.17 0.89 - - - 15 EX 2" ** 2 1 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 t --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. DMAUM CITY OF RENTON, NAVD 88 CA 2,WORKWG DAYS Lc,j=%.=1ORE YOU DIG: 811 Bepict Iriw: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND NEW,/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE 111 ........ = SIGNAL POLE TYPE Il - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER WIRE NOTE CMECXWPOi _ TO CITY STANDAFM Approved b : L. 0 � Date PP Y f- A,-� Approved by: Date (2* Approved by: Date Approved by:- Date SEE SHEET IL 1.06 FOR: 1 1 • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS 384701 N 10 40 384746 � 0 20 60 SCALE IN FEET CITY OF PENTON CEPA NT OF PUBLIC WOrMGB FfIOWAC EE LLL&N"TION PLAN SW 43FID ST ISTENW IKEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest �TDR Transportation Planning I Design I Traffic Impact & Operations �� 08/1 0/201 5 nz No. U 1 500 1 266 p� TDR C�Fif�l® GM 8rALP=,D EM RAW AFPPKPM owMM OF nuc M111111111cs OMT 1 Cr 10 r• uwntry utvrrr-Lurm IKEA PROPERTY INC ,�pQNER T 420 ALAN WOOD ROAD �� ••..•••••••..•• 6� WgS"fl CONSHOHOCKEN, PA 19428 ��"; •' of •; CONTACT: DMNGHT E. SLATON z CONSTRUCTION MANAGER M W P: (610) 834-0180; C: 303-549-4623 70 : cn: 5 O 00' w E: DIKH T. SLATt EA.0011 ENGNE, ENGINEER, ---•- SS�O►VAI. S T 0' G` TRANSPORTATION ENGINEERING NORTHWEST w Z ••�� 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 w y 001 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 � E: 384701 N 10 40 384746 � 0 20 60 SCALE IN FEET CITY OF PENTON CEPA NT OF PUBLIC WOrMGB FfIOWAC EE LLL&N"TION PLAN SW 43FID ST ISTENW IKEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest �TDR Transportation Planning I Design I Traffic Impact & Operations �� 08/1 0/201 5 nz No. U 1 500 1 266 p� TDR C�Fif�l® GM 8rALP=,D EM RAW AFPPKPM owMM OF nuc M111111111cs OMT 1 Cr 10 r• cD C C) O a T- FnI z M M M O tTj D 0 ® > cD C C) O o �O < tTj 0 ® > CD O l w Z got i w y 001 cD C C) O o �O < d r� 0 ® > CD O l got m w y 001 � 6 o � O � 0 0 Q � z3cr) 3 �a J J �J d M a � a w k� v Z A.; � W at O O O C _ W n Z M M Q' LJ cn O D m a EX. INEW � x `. Z Z :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- S D C _ x `. Z Z :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ZO C _ Z ' Z M M 0 ALLOW. (40X) D i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 0 o� :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ORACEWAY NO. oG z ' r w� m W C+ ALLOW. (40X) i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 0 �. :.............. - :.: :: . _...... . f :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ORACEWAY NO. CONDUIT SIZE ILLUM }13 x- .... - .... .... ........... . .. .... . .......... .......................... ............. .......... .. 4: .... ..... .......... ........ ...... f ALLOW. (40X) EX. INEW EX. NEW EX. NEW EX. WEW EX. INEW EX. INEW .............. 1 .. < : . .. ... ........:....:................................... ................:::: :.:: i-...: ............. .. Q .:.:::: :.... :...............: ....... .�.... ......,;. . ......_.. ... .... ., ..... .... ..... - ..................... - _. .. ... ..... ........... :..... _ . .........-:.:::: '::.:::::::...:::'::. - - - ..... . .... ... .:::. :.-..: ::: ... .:.:........... ... .... _. - -...- ........... f r. m r O rte rf ^, F+� - - - 2 2" SCH80 PVC 2 1 0.17 0.89 - - - 3 ...:.................:::................. :4i:v O:•i:hi:4:$ii •i:4:Li:-0ii:• •:i•iiii:• 4i:!{!�: ::iii;.; •:.; •:::.i'•:{:.}............. ............ f : ::.. • : ...............,:..:.................:::::.......... :- ...... ..:.:' •. - ......::.::............. ....:...:...............: ....... ... ...... ...:....., ......: ....... ... .. ... . .:: :.............. •:moi::::. J:'•": i:: ................. .:.....:...........::....... .... ..... ,.. .................. <•i:::::. ... X R ::.: :::ii :ii:::. :.. _ W � -- . :. .; :.:.s.....:., . .. .:............,........... 2 V1 z 0.22 0.89 - - - 4 2" SCH80 PVC 2 1 0.22 0.89 -- --- I lw- jx o 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VEM rwAL pATW CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYSLc.w.r.=Fw'OF1E YO(J DIG, CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX N KZRELOCATE DESCRIPTION „ ®Q JUNCTION BOX TYPE 1, 2, 8 -ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE tll SIGNAL POLE TYPE tl --- -- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER WIRE NOTE TO 7!AAqA1= Approved by: Date,_ Approved by: Date dpw --- Approved by: Date Approved by: Date SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET 1 L2.01 FOR: • SPECIAL PROVISIONS u MI&XV UtvtLurtK: IKEA PROPERTY INC IN9 ER r 420 ALAN WOOD ROAD 5 s........ 6/ CONSHOHOCKEN, PA 19428 W%' e* •. �':f,� CONTACT: DWIGHT E. SLATON �� „w ti� �► CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 2 .W E: ENGINEEK- <S;'f •:`c TE��'V� TRANSPORTATION ENGINEERMIG NORTHWEST S�ONAI. • 406 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuSREUIL P: (425) 250-0582; C: (206) 295-6776 E: 384702 N 10 40 384747 0 20 60 SCALE IN FEET CITY OF RENTON MErARTMPNT OF PUBLIC WORiC8 FTKWAQE LLL404ATM PLAN SW 43FO ST AND LWD AVE SW to T E N W CEA F DEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 Puw. U 1 500 1 266 TDR G11w1® GMD a 0„F FEW BMW PAS OF PU" WOW *=T 2 cr io i 40 fl me i� If as D 0 LL UA41 NA TION WIRING SCHEDULE ORACEWAY NO. CONDUIT SIZE ILLUM ILLUM SERVICE 6 4/0 SIGNAL EQUIP. PULL GRND. 6 * WIRE CONDUIT FILL ALLOW. L (26x) ALLOW. (40X) EX. INEW EX. NEW EX. NEW EX. WEW EX. INEW EX. INEW 1 2" SCH40 PVC 2 1 0.17 0.89 - - - 2 2" SCH80 PVC 2 1 0.17 0.89 - - - 3 2" SCH40 PVC 2 1 0.22 0.89 - - - 4 2" SCH80 PVC 2 1 0.22 0.89 -- --- 5 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 -- --- 8 8 2 " SCH40 PVC 4 1 0.28 0.89 -- --- 9 9 2 " SCH80 PVC 3 0.51 0.89 --- -- 10 10 EX 2" ** 4 1 0.28 0.89 - - - 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 -- --- 14 14 2 " SCH40 PVC 2 1 0.17 0.89 -- -15 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 i 0.28 --- 1 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VEM rwAL pATW CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYSLc.w.r.=Fw'OF1E YO(J DIG, CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX N KZRELOCATE DESCRIPTION „ ®Q JUNCTION BOX TYPE 1, 2, 8 -ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE tll SIGNAL POLE TYPE tl --- -- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER WIRE NOTE TO 7!AAqA1= Approved by: Date,_ Approved by: Date dpw --- Approved by: Date Approved by: Date SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET 1 L2.01 FOR: • SPECIAL PROVISIONS u MI&XV UtvtLurtK: IKEA PROPERTY INC IN9 ER r 420 ALAN WOOD ROAD 5 s........ 6/ CONSHOHOCKEN, PA 19428 W%' e* •. �':f,� CONTACT: DWIGHT E. SLATON �� „w ti� �► CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 2 .W E: ENGINEEK- <S;'f •:`c TE��'V� TRANSPORTATION ENGINEERMIG NORTHWEST S�ONAI. • 406 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuSREUIL P: (425) 250-0582; C: (206) 295-6776 E: 384702 N 10 40 384747 0 20 60 SCALE IN FEET CITY OF RENTON MErARTMPNT OF PUBLIC WORiC8 FTKWAQE LLL404ATM PLAN SW 43FO ST AND LWD AVE SW to T E N W CEA F DEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 Puw. U 1 500 1 266 TDR G11w1® GMD a 0„F FEW BMW PAS OF PU" WOW *=T 2 cr io i 40 fl me i� If as D 0 to O N 8 0 C63 00 (�Q o o 0 Ln . D z w 00 V Q w Q J 0 J J Z Q Q W �14 W ( d a a O O Q O ILLUMINATION WIRING SCHEDULE _� . TY ST. QRACEWAY NO. In J 6•� (1) ILLUN ILLUIII #8 '6 m H 0 CONDUIT FILL ALLOW. FILL (26X) I ma N L-0 Lr) 77 w co 00 INNINE z 0 ry rAN1 I I W, MATCH LINE LIND STA 85+50 SEE BELOW RIGHT CALL 2 WORKING DAYS YOU DIG: 8fl * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET l� • ILLUMINA 9VT�jTON, NAVD 88 SEE SHEET I' �: • ILLUMINAAi7M OETJ"TON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 4"fE&MTION, BEING • SPECIAL &% (NAVD88) LEGEND EX NEWIRELOCATE DESCRIPTION 0 �] JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE ...... SIGNAL POLE TYPE 111 ...... SIGNAL POLE TYPE 11 -- -- -- CONDUIT/CONDUCTOR ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER VI'!RE NOTE z CMECKMPOOR ILLUMINATION WIRING SCHEDULE _� . TY ST. QRACEWAY NO. CONDUIT SIZE /0'j. ILLUN ILLUIII #8 '6 SERVICE SIGNAL 4/0 '6 EQUIP• PULL GRID. WIRE * CONDUIT FILL ALLOW. FILL (26X) ALLOW. FILL (40X) by: 4& Date EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW Date 1 2 SCH40 PVC 2 1 0.17 0.89 --- --2 2 2" SCH80 PVC 2 1 0.17 0.89 --- 3 2 SCH40 PVC 2 1 0.22 0.89 --- --4 4 2 " SCH80 PVC 2 Ij 1 0.22 0.89 --- -- 5 5 3" SCH40 PVC SPARE 1 --- --- 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --- 8 2" SCH40 PVC 4 1 0.28 0.89 --- -- 9 9 2 " SCH80 PVC 3 0.51 0.89 --- -- 10 10 EX 2" ** 4 1 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 --- -- 14 14 2 SCH40 PVC 2 1 0.17 0.89 --- -- 15 15 EX 2 ** 2 1 0.17 - - - 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET l� • ILLUMINA 9VT�jTON, NAVD 88 SEE SHEET I' �: • ILLUMINAAi7M OETJ"TON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 4"fE&MTION, BEING • SPECIAL &% (NAVD88) LEGEND EX NEWIRELOCATE DESCRIPTION 0 �] JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE ...... SIGNAL POLE TYPE 111 ...... SIGNAL POLE TYPE 11 -- -- -- CONDUIT/CONDUCTOR ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER VI'!RE NOTE NER T • o: .to _:� S�O .•�C� 40 WAI. •� 1.. IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: DIKHT._SLATOMMIA.COM TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: ry iiaaci UJI � NYII C II T=384703 R=384748 10 40 0 20 60 SCALE IN FEET µ DNTAaE LLLAANATK)N PLAN LIND AVE SW T E N W CEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'E 08/1 0/201 5 n.E w. U 15001 266 p,N TDR GM D !GALE ISD @00K P A!*1101� 3 DlMM of relax WIM amw OF io T- 3 SIC-? d3 T . z CMECKMPOOR I _� . TY ST. Approved by: /0'j. �%2 t .t �r-,ate Approved by: 9414-11. AL04 Date Approved by: 4& Date Approved by: m i) Date NER T • o: .to _:� S�O .•�C� 40 WAI. •� 1.. IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: DIKHT._SLATOMMIA.COM TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: ry iiaaci UJI � NYII C II T=384703 R=384748 10 40 0 20 60 SCALE IN FEET µ DNTAaE LLLAANATK)N PLAN LIND AVE SW T E N W CEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'E 08/1 0/201 5 n.E w. U 15001 266 p,N TDR GM D !GALE ISD @00K P A!*1101� 3 DlMM of relax WIM amw OF io T- 3 SIC-? d3 T . z Cm I _� z � l m m rn , m M 0 D 4& I o � l �> rn , ® ti o 4& r� m i) ' y I � �> rn , o b GG rn n I Z a t1') O CO 04o o O L Et D z 31: w 0 w J J Q 00Cl) J Z � CD Q 3 m w �14 1 -+-; V N W N � U) wp,, a Q e Z z ?0 C ILLUM ILLUM SERVICE *48 #6 410 0- t;J b d °CD a C •D J V (� vZ m a M C 77 w Q c� ao 0 LLI SO IM z z z z 00 >> w w w ....:...y :::::.......�:,..: MA TCH LINE LI ND STA 89+00, SEE SHEET IL 1.03 I z rn z cDCL C s p r- O �d r M 4�- Z M D I � Yi Z z RACEWAY CONDUIT SIZE C ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE rM b d °CD a C z 7) m N r vZ m M M O ID 1 I z rn z cDCL C s p r- O �d r M 4�- Z M ILL UMI NA TION WIRING SCHEDULE o� 0 NO. RACEWAY CONDUIT SIZE rn ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE rM b d °CD a C 1 N r 0 (0=0 O g :t EX. NEW EX. NEW EX. NEW 1 2" SCH40 Q.+ -NEW1 2 1 0.17 0.89 I z rn z cDCL C s p r- O �d r M 4�- Z M * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. AM ICA. E)ATLU CIN OF RENTON, NAVD 88 CALL 2 WORKING DAYS 8840: C==ru= YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD 8fl FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX NEW fRELOCATE DESCRIPTION B D � JUNCTION BOX TYPE 1,2,8 ROADWAY POLE 0* PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE ill ...... - SIGNAL POLE TYPE it - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER ZL WIRE NOTE OHECKM FOR OOMPLIANM 39 CITY S'TA_ NDAADS s s Approved by: Date 1 Approved by: A o w*%. le Date Approved by: Date Approved by: Date worw- 6T'j* C r SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SIS' VICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET 10.08 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: D1IGHT.SLAT0N410EA.00W ENGINEER: TRANSPORTATK)N ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: DUELUMEIWM.CQIrI T-384104 R- 384149 10 40 0 20 60 SCALE IN FEET CITY OF WON DEPARTMENT OF PI.JOK_IC WO#MC8 FRONTAGE ILLU&MNATION PLAN SW 41ST ST AID LIND AVE SW 19TENW IKEA REDEVELOPMENT, RENTON, VIA. Transportation Engineering NorthWest per® TDR Transportation Planning I Design I Traffic Impact & Operations DAN 08/10/2015 mm No. U 15001256 pnwm TDR cHMOM GMD SCALE !40A 1iGK PAW 0 -KC 10e OF RAW WI Mcs • ff 4 w V Cb' (2 -? Ll -V 7 V 9 7d • e0 is ILL UMI NA TION WIRING SCHEDULE 0 NO. RACEWAY CONDUIT SIZE ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE CONDUIT FILL ALLOW. FILL (26116) ALLOW. FILL (401x) EX. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" SCH40 PVC -NEW1 2 1 0.17 0.89 --- 2 2" SCH80 PVC 2 t 0.17 0.89 --- 3 2 " SCH40 PVC 2 i 0.22 0.89 --- -- 4 4 2" SCH80 PVC 2 i 0.22 0.89 --- -- 5 -5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --- 8 2" SCH40 PVC 4 1 0.28 0.89 --- -- 9 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" ** 4 i 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 i 0.39 0.89 - - - 14 2"" SCH40 PVC 2 1 0.17 0.89 -- --- 15 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. AM ICA. E)ATLU CIN OF RENTON, NAVD 88 CALL 2 WORKING DAYS 8840: C==ru= YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD 8fl FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX NEW fRELOCATE DESCRIPTION B D � JUNCTION BOX TYPE 1,2,8 ROADWAY POLE 0* PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE ill ...... - SIGNAL POLE TYPE it - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER ZL WIRE NOTE OHECKM FOR OOMPLIANM 39 CITY S'TA_ NDAADS s s Approved by: Date 1 Approved by: A o w*%. le Date Approved by: Date Approved by: Date worw- 6T'j* C r SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SIS' VICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET 10.08 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: D1IGHT.SLAT0N410EA.00W ENGINEER: TRANSPORTATK)N ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: DUELUMEIWM.CQIrI T-384104 R- 384149 10 40 0 20 60 SCALE IN FEET CITY OF WON DEPARTMENT OF PI.JOK_IC WO#MC8 FRONTAGE ILLU&MNATION PLAN SW 41ST ST AID LIND AVE SW 19TENW IKEA REDEVELOPMENT, RENTON, VIA. Transportation Engineering NorthWest per® TDR Transportation Planning I Design I Traffic Impact & Operations DAN 08/10/2015 mm No. U 15001256 pnwm TDR cHMOM GMD SCALE !40A 1iGK PAW 0 -KC 10e OF RAW WI Mcs • ff 4 w V Cb' (2 -? Ll -V 7 V 9 7d • e0 is gR pin r-4 0 ai N w W a 0 J a F F, ^� F- 0 - g p a 3 Q � p C 0 C 0 V V mm U U � Q 0 Of z z 00 �n v) w Ofw N IP0 1 15 1 �r .......... --1=L - - ---------- ----- - .............. * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. I ICA. pATW CITY OF RENTON, NAVD 88 CA 2 WORKNG DAYS EREFORE YOU DIG: 811 lNCFwMl�G CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND Fes( NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE III SIGNAL POLE TYPE 11 .-..... - - --- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER /-L WIRE NOTE TOSTAAND�A011M Approved by: Date " i6.5" 4r OF Approved by:9& Date 1, rap Approved by: Date Approved by: I Date all O•Aj .c�: 'PSC• �'•.••G STER•; G� *11104 SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SOVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: Q0MT.SLAjQhwKEA.CQW EN WEE TRANSPORTATION ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: T-384105 R- 384150 10 40 0 20 60 SCALE IN FEET FT40WA kJ,.UM*"TM PLAN SW 41ST ST IPTENW V%EA REDEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'M 08/10/2015 Fu No. U 15001 266 pMm TDR C1Mia� GMD iC�i.E !S.© IN= !• �MlII�L1rl� oWraC CF Puauc wwcs MH!'T 5 Gr Io r -a - Z -p v-;� sc --t- ---s W"? W U om • �z ILL UMI NA TION WIRING SCHEDULE ZI C NO. RACEWAY CONDUIT SIZE m- �K ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL GRND, 8 6 4/0 6 * WIRE CONDUIT FILL ALLOW. FILL (26X) ALLOW. FILL (40X) z � D EX. NEW EX. NEW EX. NEW EX. NEWI EX. NEW EX. NEW O � ' i 1 2`9 SCH40 PVC 2 1 0.17 0.89 - - - 2 2" SCH80 PVC 2 t 0.17 0.89 --- 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- -- 5 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --8 --- 8 2" SCH40 PVC 4 t 0.28 0.89 --- 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2 " ** 4 1 0.28 0.89 --- -- 11 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 - - - 14 2" SCH40 PVC 2 1 0.17 0.89 - - - 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. I ICA. pATW CITY OF RENTON, NAVD 88 CA 2 WORKNG DAYS EREFORE YOU DIG: 811 lNCFwMl�G CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND Fes( NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE III SIGNAL POLE TYPE 11 .-..... - - --- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER /-L WIRE NOTE TOSTAAND�A011M Approved by: Date " i6.5" 4r OF Approved by:9& Date 1, rap Approved by: Date Approved by: I Date all O•Aj .c�: 'PSC• �'•.••G STER•; G� *11104 SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SOVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: Q0MT.SLAjQhwKEA.CQW EN WEE TRANSPORTATION ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: T-384105 R- 384150 10 40 0 20 60 SCALE IN FEET FT40WA kJ,.UM*"TM PLAN SW 41ST ST IPTENW V%EA REDEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'M 08/10/2015 Fu No. U 15001 266 pMm TDR C1Mia� GMD iC�i.E !S.© IN= !• �MlII�L1rl� oWraC CF Puauc wwcs MH!'T 5 Gr Io r -a - Z -p v-;� sc --t- ---s W"? W U om • �z I E� ZI C n ic m- �K CD vz m m m O z � D 1 D n o � z �> rn '� � � m11��JII CD ■� z � O 0 O x r m � I O � ' i W y I p.- 446 1 D n o � A ►^ 13 b� d # -00 O r n x p.- 446 0%4 1 D n LO C14fp � LUM. POLE ID ** o O � POLE NO. NUMBER r CO 0 o o a o � z 3 � W. O Q O z O J � W J 0 0 u Q 0 W Y a N W W I- 0 a A.; 0 cn a ^ L_ C) L E-4 W rn C: -v v) c n a 0 U0 U 0 mm Cr 0- 0 U Q_ <t L0 Lr) W 0 Q o rAN1 I Ga- I z z _ o O (n V) >jl 2 >j wU: Leg Fig O Ld L�J POLE SCHEDULE (ROA STREET STATION OFFSET o LONGITUDE a ARM LENGTH VOLTAG � p a 0 U0 U 0 mm Cr 0- 0 U Q_ <t L0 Lr) W 0 Q o rAN1 I Ga- I z z _ o O (n V) >jl 2 >j wU: Leg Fig O Ld L�J POLE SCHEDULE (ROA STREET STATION OFFSET LATITUDE LONGITUDE UNT. H IGHT ARM LENGTH VOLTAG ERVICE CIRCUI WATTAGE TYPE - DISTRIQUTION O.A.E AN LUMINAIRE TYPE DISTRIBUTION O.A.E BASE COMMENT SW 43RD ST 26+37.5 32.0' L 47.44124281 -122.2294402240 ' 6' -122.2290851 SVC 1 120 LED ,--� CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION FIXED NEW POLE AND FOUNDATION 34.0' RT 47.44105957 -122.2289607 EX 14' 4' EX ILLUM 40 LED CP 4- 9005TX CP3924-RA 9005TX ILLUM C PER RENTON STD PLAN 117.1. SW 43RD ST 27+82.5 32.0' L 47.44124039 -122.2288552 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX f 4' 4 EX ILLUM 40 LED CP 4- 5TX CP39 4 -RA 9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 29+26.0 32.0' L 47.44123798 -122.2282757 ' 6' 240 SVC 1 120 L Y L NE LI H ING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 240 SVC 2 40 LE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED 14 ' 4' EX ILLUM 40 LED 36ED CP4-R 9005TX CP3924-RA1.9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 30+69.0 32.0' L 47.44123557 -122.2276962 3 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' 240 SVC 2 40 LE 14' 4' NEW POLE AND FOUNDATION ILLUM 40 LED CP 4-R 9005TX CP3924-RA 9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 32+12.0 32.0' L 47.44123317 -122.2271191 ' 6' 240 SVC1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 47.44123183 -122.2267969 14' 4' 240 14' 4' CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- ILLUM 40 LED CP3624-RALS005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 33+56.5 32.0' L 47.44123073 -122.2265345 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 34+16.5 32.0' L 47.44122972 -122.2262921 14' 14' 4, SVC 2 ILLUM 40 LED CP3124-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 34+76.5 32.0' L 47.44122871 -1 22 2260498 3 6' 240 SVC 1 120 LED Y P 1CYCLONE LIGHTING C 55 GAL-3-120W-4K-240-CYM55P CYCLONE LIGHTING - 1 -GAL 3 40W -4K-240 FIXED NEW POLE AND FOUNDATION SW 41 ST ST SW 43RD ST 35+54.0 32.0' L 47.44122740 14' 4' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX FIXED PER RENTON STD PLAN 117.1. SW 43RD ST 36+56.0 32.0' L 47.44122568 -122.2253245 5' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. O 20.5' LT 47.44392043 SW 43RD ST 37+36.5 14, 4 -122.2250004 ILLUM40 LED CP3624-RA 9005TX CP3924-RAL9005TX 40 LE PER RENTON STD PLAN 117.1. SW 43RD ST 38+15.0 32.0' L 47.44122284 -122.2246831 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX 59+89.5 PER RENTON STD PLAN 117.2. L9 EX 14' 4' 32.0' L ILLUM 40 LED CP36 4-R 9005TX CP3924-RAL9005TX 240 PER RENTON STD PLAN 117.1. LIND AVE SW 81+59.5 46.5' L 47.44157003 -122.2241228 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C 56+41.0 CP3924-RAL9005TX -122.2294242 PER RENTON STD PLAN 117.2. EX EX LIND AVE SW ILLUM 46.6' L CP 4-R 5TX -122.2241224 14' PER RENTON STD PLAN 117.1. LIND AVE SW 83+15.5 46.5' L 47.44199759 -122.2241224 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LI ILLUM LIND AVE SW CM24-RAILIMM 46.5' L 47.44224305 PER RENTON STD PLAN 117.1. LIND AVE SW 84+76.0 46. 5' L 47.44243676 -122.2241227 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- -__ FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX IL CP3624-RAL9005TX LIND AVE SW 85+70.5 P R T S 11 1. LIND AVE SW 86+43.5.0 46.5' LT 47.44286212 -122.2241219 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C ILLUM B CP3624-RAL9005TX 1 PER RENTON STD PLAN 117.1. 87+06.5 6.5' L 47.44305255 -122.2241217 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- CYCLONE LIGHTING NEW POLE AND FOUNDATION LIND AVE SW 87+69.0 46.5' L 47.44323990 -122.2241213 35' 12' 240 ILLUM 120 LED CY55P 1 -GAL -3 -120W -4K-240- --- FIXED Q LIND AVE SW 88+22.0.0 46.5' LT 47.44338549 -122.2241211 14' 4' 240 SVC 2 CP3624-RA 9005TX CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED PER RENTON STD PLAN 117.1. LIND AVE SW 88+72.0 46.5' L 47.44352259 -122.2241208 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- --- FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. SW 41ST ST 68+93.0 31.0' L 47.44376795 -122.2243665 ILLUM 4' CP3624-RA1,.9005TX SV 2 40 LE PER RENTON STD PLAN 117.1. LIND AVE SW 89+26.5 35.0' L 47.44367166 -122.2240747240 5' 6' SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P f -GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX PER RENTON STD PLAN 117.2. f 4' 4' 31.0' ILLUM 40 LED CP36 4-R 9005TX CP3924-RAL9005TX 240 PER RENTON STD PLAN 1 17.1. SW 41 ST ST 67+70.0 31.0' R 47.44377047 -122.2248623 ' 6' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -&?W -4K-240- CYCLONE LIGHTING CYM55P 1--GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. 14' 4' SW 41ST ST ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX 14' PER RENTON STD PLAN 117.1. SW 41 ST ST 65+32.5 31.0' 47.44377590 -122.2258228 '6' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX 14' 4' ILLUM 40 LED CP3 4-R 005TX CP3924-RAL9005TX 47.44378099 PER RENTON STD PLAN 117.1. SW 41 ST ST 63+39.0 31.0' R 47.44377931 -122.2266045240 ' 6' NEW POLE AND FOUNDATION SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C 14' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX 60+06.0 PER RENTON STD PLAN 117.1. SW 41 ST ST 61+06.5 31.0' 47.44378268 -122.2275435 3 6' 240 SVC 1 80 tLED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3 4- 9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 41ST ST 58+97.0 31.0' 47.4437 41 86 - 122.2283918 4' 6' 240 SVC 1 80 LED CYCLONE LIGHTING - CY55PGAL-3-BOW 4K-240 CYCLONE LIGHTING - CYM55P 1 -GAL -3 -40W -4K-240 FIXED NEW POLE AND FOUNDATION 14, 4' ILLUM 40 LED CP3i 4- 9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.2. PER RENTON STD PLAN 117.1. SW 41 ST ST 56+99.5 31.0' R 47.44378923 -122.2291895240 ' 6' 4' SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -SOW -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3S24-RA1.9005TX CP3924-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. ILLUMINATION POLE SCHEDULE (PEDESTRIAN A LUM. POLE NO. POLE ID ** NUMBER STREET STATION OFFSET * 3 MOUNT. ARM MOUNT. EIGHT ARM LENGTH VOLTAG ERVICE CIRCUIT WATTAE TYPE DISTRIBUTION O.A.E BASE COMMENT L1 SW 43RD ST 27+25.5 32.0' L 47.44124134 -122.2290851 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. O SW 43RD ST 28+54.0 32.0' L 47.44123918 -122.2285654 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX 8' *** EX EX 138 *** EX FIXED FOUNDATION PER WSDOT ILLUM C CP39 24-RAL9005TX PER RENTON STD PLAN 117.2. OCYCLONE SW 43RD ST 29+83.0 32.0' L 47.44123702 -122.2280452 14' 4' 240 SVC 2 40 LE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX EX EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RA 9005TX PER RENTON STD PLAN 117.2. L4 SW 43RD ST 31+27.0 32.0' L 47.44123460 -122.2274626 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. O SW 43RD ST 32+91.5 32.0' L 47.44123183 -122.2267969 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION FIXED FOUNDATION PER WSDOT 165630 ►LLUMC CP3924-RAL9005TX PER RENTON STD PLAN 117.2. L6 j� SW 43RD ST 34+16.5 32.0' L 47.44122972 -122.2262921 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 165630 ILLUM C CP3924-RAL9005.TX STD PLAN J-28.30. PER RENTON STD PLAN 117.2. L7 SW 41 ST ST SW 43RD ST 35+54.0 32.0' L 47.44122740 -122.2257373 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C STD PLAN J-28.30. CP3924-RAL 5TX 3638D PER RENTON STD PLAN 117.2. O 20.5' LT 47.44392043 SW 43RD ST 37+36.5 32.0' L 47.44122432 -122.2250004 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION STD PLAN J-28.30. ILLUM C 3636D CP3924-RAL9005TX 59+89.5 PER RENTON STD PLAN 117.2. L9 EX SW 43RD ST 38+94.0 32.0' L 47.44122155 -122.2243634 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION STD PLAN J-28.30. RJ PSE ILLUM C 56+41.0 CP3924-RAL9005TX -122.2294242 PER RENTON STD PLAN 117.2. EX EX LIND AVE SW 82+39.5 46.6' L 47.44178888 -122.2241224 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION PLAN J-28.30. ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LI LIND AVE SW 84+05.0 46.5' L 47.44224305 -122.2241228 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LIND AVE SW 85+70.5 46.5' L 47.44269576 -122.2241221 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117. 1 LIND AVE SW 87+06.5 6.5' L 47.44305255 -122.2241217 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX E S P 1 Q LIND AVE SW 88+22.0.0 46.5' LT 47.44338549 -122.2241211 14' 4' 240 SVC 2 40 LED CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL95TX PER RENTON STD PLAN 117.2. SW 41ST ST 68+93.0 31.0' L 47.44376795 -122.2243665 14' 4' 240 SV 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED N LE AN FO ND TIO ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 66+52.5 31.0' 47.44377300 -122.2253385 14' 4' 240 SVC 2 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION40 ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. Q SW 41ST ST 64+15.0 31.0' R 47.44377800 -122.2262966 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 62+19.5 31.0' 47.44378099 -122.2270884 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAIN 117.2. ®1 SW 41ST ST 60+06.0 31.0' 47.44378483 -122.2279512 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 58+15.0 31.0' R 47.44378735 -122.2287220 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RALS005TX PER RENTON STD PLAN 117.2. SW 41ST ST 56+45.0 31.0' 47.44379005 -122.2294092 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. �9FAZIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHA ENGINEER PRIOR TO IMPLEMENTING. POLE 1 1 T S P BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PUN 124. ** POLE ID NUMBERING TO BE PROVIDED BY CITY AT TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. VBtT1G1L DATIitCITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS 884C,MW: LBIEF"ORE YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD Z � FOR ELEVATION, BEING 19.488 FEET (NAVD88) ILLUMINATION POLE SCHEDULE (RELOCATED LUMINAIRES) LUM. POLE ID STREET STATION OFFSET * T 3 MOUNT. ARM VOLTAGESERVICEI CONSHOHOCKEN, PA 19428 WATTAGE LUMINAIRE TYPE - BASE COMMENT POLE NO. NUMBER • Q P: (610) 834-0180; C: 303-549-4623 EIGHT LENGTH E: D41KNT.SLATC A QQW CIRCUIT TYPE DISTRIBUTION ,ss% O •• NAL �Soo 4q•z,*f'V O 2992D SW 43RD ST 27+56.5 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 3336D SW 43RD ST 29+51.5 34.0' RT 47.44105678 -122.2281725 EX 8' *** EX EX 138 *** EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. Q 2993D SW 43RD ST 31+63.0 34.0' RT 47.44105321 -122.2273187 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 2995D SW 43RD ST 35+90.5 34.0' RT 7.44104648 -122.2255917 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. 316440 LIND AVE SW 83+09.0 31.0' RT 7.44197959 -122.2238099 EX 6' ** EX EX EX EX FIXED FOUNDATION PER WSDOT 165630 STD PLAN J-28.30. j� 316471 LIND AVE SW 85+53.5 31.0' RT 7.44264895 -122.2238083 EX 6' ** EX EX EX EX FIXED FOUNDATION PER WSDOT 165630 STD PLAN J-28.30. O 3640D SW 41 ST ST 67+03.0 26.0' LT 47.44392763 -122.2251339 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 3638D SW 41 ST ST 63+29.5 20.5' LT 47.44392043 -122.2266426 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. RI 3636D SW 41 ST ST 59+89.5 22.0' LT 47.44393011 -122.2280149 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT _( STD PLAN J-28.30. RJ PSE SW 41 ST ST 56+41.0 21.0' LT 47.44393371 -122.2294242 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT ISTD S LAP6073 PLAN J-28.30. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHA1-t-_CM1ft'A17J"CJSrWftTS" WITH ENGINEER PRIOR TO IMPLEMENTING. POLES WITHIN PUNTER STRIP SHALL BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PUN 124. ** REPLACE EXISTING ARM WITH NEW ARM. NEW ARM SHALL MATCH ARMS OF ADJACENT POLES. *** REPLACE EXISTING LUMINAIRE FIXTURE. NEW LUMINAIRE FIXTURES SHALL MATCH LUMINAIRES OF ADJACENT POLES. CHEMM MR WPLIAMM TO CI"1 Y STANDAMS Approved by: I. X Date s i /s Approved by: h" DateI (us Approved by: Date Approved by: Date T=38470fw� R 384751 CITY OF RENTON C>EPA T (D#-- iC W<=WF+IKS FfK)NTA LLL#A"TM FLAN POLE SCHEDULES V T E N W CEA REDEVELOPWW, FENTON, VIA. Transportation Engineering NorthWest p TDR Transportation Planning I Design I Traffic Impact & Operations 0101M TDR DA'M 08/10/2015 FLE Io. U 1 5001 266 OMidw GMD swu II.D 110OK PACE A1�'�101� 6 MW ae of AMM IIIA sw!T c r io 47 f$ N Ifl 1�1 ii .A w • ,UWNLK.z UtVtLUF''tK: J � � Z IKEA PROPERTY INC OQNER r 420 ALAN WOOD ROAD 50000•••••. •pF 6 WASAy CONSHOHOCKEN, PA 19428 iso 00 �' CONTACT: DWIGHT E. SLATON U.- „� 1'% CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 v� 2 SW .w E: D41KNT.SLATC A QQW �Z � y ,ss% O •• NAL �Soo 4q•z,*f'V TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: IMA2910- -9 T=38470fw� R 384751 CITY OF RENTON C>EPA T (D#-- iC W<=WF+IKS FfK)NTA LLL#A"TM FLAN POLE SCHEDULES V T E N W CEA REDEVELOPWW, FENTON, VIA. Transportation Engineering NorthWest p TDR Transportation Planning I Design I Traffic Impact & Operations 0101M TDR DA'M 08/10/2015 FLE Io. U 1 5001 266 OMidw GMD swu II.D 110OK PACE A1�'�101� 6 MW ae of AMM IIIA sw!T c r io 47 f$ N Ifl 1�1 ii .A w • D J � � Z o �!z y �> z r � o �r O C rM z C m o D J G D o �. �> cD CL o< � o �r O y C i w o Ch m :77 J G D o �. �> o< �m - i w o Ch m :77 i �Z � y 4& D S La �m - w � a N� W Q cn o z E-4 2P-200 AMP --- W n w ILLUM B cn N o ILLUM C m \ a ILLUM D (SPARE) cn C C n 1"r- im im 77 w 0 Q 77 Q (0 00 10M 00 z z z z 00 Fn 60 W Lj ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER z MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP 1"r- im im 77 w 0 Q 77 Q (0 00 10M 00 z z z z 00 Fn 60 W Lj ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP SIGNAL 2P-20 AMP 30 AMP SERVICE 2 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP - - - ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS. THE CONTRACTOR SHALL POTHOLE EACHP T TO CONFIRMTHAT THERE ARE NOT CONFLICTS WITHUTILITI WAS 61 :� ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10 -FT CLEARANCE PROVIDED BETWEEN OVERHEAD ILLUMINATION WIRING DIAGRAM POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS 0,�: , DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 12. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LI MI TED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 13. EXISTING ILLUMINATION SYSTEM SHALL REMAIN OPERATIONAL UNTIL SUCH TIME THAT NEW ILLUMINATION SYSTEM IS OPERATIONAL. MAXIMUM DOWN TIME FOR SWITCHOVER TO THE NEW SYSTEM SHALL BE 24 HOURS. ILLUMINATION CONSTRUCTION NOTES OINSTALL FOUNDATION, POLE, TWO LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 117.1., 117.3,9 119t 120, 121, & J013. O INSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 117.2 , 1 17.3, 119, 120, & 121 & JO 13. OINSTALL FOUNDATION AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 115, 119, 120, 121 & J013 AND WSDOT STANDARD PLAN J-28.30. RELOCATE EXISTING ILLUMINATION POLE TO NEW FOUNDATION. CONTRACTOR SHALL VERIFY BOLT PATTER PRIOR TO POURING FOUNDATION. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 1 17.1, 1 17.3, 119, 120, 121, & J013. OPOWER SOURCE CONNECTION POINT UNKNOWN AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL ASSUME APPROXIMATELY 500 FEET OF TRENCHING TO POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE'S TRANSPORTATION'S MAINT. < ASST. MANAGER (ERIC CUTSHALL) AT 425-430-7423 FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS,_ AND SHALL PAY ALL ASSOCIATED FEES. J OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STD PLANS 126.1 AND 126.2. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. POWER SOURCE FOR NEW SERVICE CABINET SHALL BE FROM THE SAME SOURCE THE EXISTING/REMOVED SERVICE CABINET DRAWS POWER FROM. CONTRACTOR SHALL LEAVE SUFFICIENT SLACK IN CONDUCTOR FOR FINAL CONNECTION. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 8O REMOVE EXISTING SERVICE CABINET AND FOUNDATION. FILL AND COMPACT VOID. OREMOVE EXISTING TYPE Ill SIGNAL STANDARD. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. RETURN SALVAGED POLE TO THE CITY OF RENTON. 10 SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J013. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS PER CITY OF RENTON STANDARD PUN J013. 12 REMOVE EXISTING JUNCTION BOX. REPLACE WITH NEW TRAFFIC BEARING JUNCTION BOX TYPE 4 PER WSDOT STANDARD PUN J-40.20-02. JUNCTION BOX SHALL HAVE SKID RESISTANT LID. 13 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION AT LOCATION SHOWN. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 14 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION ON SW 43RD STREET (SEE POLE ID 'RB', STA. 29+51.5, 34.0' RT). REMOVE FOUNDATION. FILL AND COMPACT VOID. SEE ILLUMINATION CONSTRUCTION NOTE 19. 15 REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. � 6 REMOVE EXISTING JUNCTION BOX AND CONCRETE PAD. FILL AND COMPACT VOIDS. REMOVE EXISTING CONDUCTORS. ABANDON EXISTING CONDUIT. 18 EXISTING STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 19 RELOCATED FROM LIND AVE SW. SEE ILLUMINATION CONSTRUCTION NOTE 14. 20 EXISTING SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. DAMM CITY OF RENTON, NAVD 88 Approved by: ®ENCHk%W-' CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD Approved by: FOR ELEVATION, BEING 19.488 FEET (NAVD88) Approved by: CIRCUIT CONTINUES ON SW 41 ST ST SW 41ST ST TO EX SERVICE CABINET AT SE CORNER OF SW 41 ST ST AND LIND A VE SW 1 �1 RA IRB CITY STANDAMS DateAAMI Date Date Date CITY OF RENTON E>EPAR'7"wAENT OF r1.JiL_IC W017KS FfIONTA LLU~TM FLAN WTES AND DETAILS RVTENW CEA REDEVELOPMENT RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 KA NO. U 1 500 1 266 pRVM TDR OM�i01� GMD FILD F*Aw 7 orr�c oR oft warns a1�lT cr io T� �? D • ISM Uwr4LK f UtvtLUrtrc: re 43� IKEA PROPERTY INC NER r 420 ALAN WOOD ROAD �� CONSHOHOCKEN, PA 19428 .•..•••••••..; WAS 61 :� CONTACT: DWIGHT E. SLATON M M CONSTRUCTION MANAGER • '`� D' W P: (610) 834-0180; C: 303-549-4623 0,�: , 2 5 : �� E: QWW T. SLAjQh j%U. C0M FKGNtFR: FS; :�.c/ TEQ;.• G� S/. • TRAWSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 41 .41;f6y CONTACT: GLEN Du9REUIL P: (425) 250-0582; C: (206) 295-6776 E: CITY OF RENTON E>EPAR'7"wAENT OF r1.JiL_IC W017KS FfIONTA LLU~TM FLAN WTES AND DETAILS RVTENW CEA REDEVELOPMENT RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 KA NO. U 1 500 1 266 pRVM TDR OM�i01� GMD FILD F*Aw 7 orr�c oR oft warns a1�lT cr io T� �? D • ISM °gym re 43� Z C bid ob i Nz m M M 9 1 m E n 8 oho 52 o �+ o Cnt7l bid ob 1 a 1 m E n 8 oho 52 o Cnt7l CD Ln 1 m w y E n 8 oho 52 - ---------------------- � --- --- ��' ---- *''-,-,-- - . : . I I.. I , ':` ,� P" , .. . I.. I ; 4" A'I *� ,4`i "'i"' - : .11.1 . '. ...... . - �%.'-`�'ti�l . : . . , � , I . : : 04 : '� 9 .. : 1`f , , , ?.j�;� :..:": ., e'-.. .. �, ,� ,,,:.,�� , , ; : ....... � . . j ,, '-%, *;:,; � . . � ', . 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Date r,/ �J_�/Jv r � Approved by: --"-_-* JLI Date ?IA&I'd 0-1%. .*� I Approved by: Date Approved by: Date _N ........ 49 z !'�' CONSHOHOCKEN, PA 19428 *060*WA.s,*'9 :� "00(3F ::: t, ., - •0 /y/ 0.0 I,- CONTACT: DWIGHT E. SLATION y. A�l lk 0 �� ti C) 91 'A C, CONSTRUCTION MANAGER :,.Cc qr : �- -00 I fir - P: (610) 834-0180; C: 303-549-4623 3 - :Lu E: DVWT.SLAT(*i0KEA.COW 0 0 ,�, % eo, ..* 0 6 5), 1% ENGINEER: , ,51 ,--.. , •a I** "..... ,,* TRANSPORTATION ENGINEERING NORTHWEST IS/ ONAL I w 11400 SE 8TH STREET, SUITE 200 -PZ " BELLEVUE, WA 98004 I 4i ..Sz,-( r CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 1 1 . I I E: DUiMULOTENW.COM REFER 1*0 WSILO T W(XING UO STAINDAR'D DUTY jUNCTION BOX TYPES I & 2 I . . 4010-0 I., .... SPLICE. 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STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops LL. MMM 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops MMM ------ #4 her earn coater CzD -13 rry -D rM < M-M—En 6" NMN iLJ11 to 2 0 > 9 x ;P �•--3/8` clorneter plost;c drain, Im z CD M z M 0� 00 C) 111111 > CA ru 40 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops O > ------ #4 her earn coater CzD -13 rry -D rM < M-M—En 6" NMN iLJ11 to 2 0 > 9 x ;P �•--3/8` clorneter plost;c drain, #4 �,�v each car ner PLAN VIEW ELAN VILW PAID MLOW4T PAD MOUNT Ct ER Z-AIINE1 FOUbMA719N BATTERY, SA P YA tffl_$� FWNPATI -ON STD. PIAN PUBLIC 'WORKS CABINET FOUNDATION DETAILS ROVEI� I)FPARTMENT fff - .Y D "COFf A;_'�t K*£ M*11�. Al"I"R11F.SS ' I& M4 VAL ON WF + NA,*-'tJ'� li WiTi AN A/ .................. *"L,_" --'--""-----""""""""""-""-"L"--'-"-"--"'* .................. rx.......... fEE I# ................... T----------------------- ----------- ...... ......................... 1, 112 ............ ..................... Y1-*'. S JJ 7, .............t4 ( 7 7 ---------- <: -- ------------ .............. ................... --- -------- .............. . ......... ............. ............................ ......... x t:Xx ----- ...... ...... - ........................ --------- --- ... T 7, ............. ...... ------ 1. fterss pad kR i'"IfAtid within t;;de-w0:k' Dad tcfj Pw*h 00 -6I1*"rk g(ode, rilacnfAp oyhere top oflj ......... . .................................................. 'T videwcI4, *bk�t, Mount top obit be finz5i-�#,W by a cimv,-.te ............. Mniracto( or$fj PIZ 1ACIED _tp�Kj, the t'ee�.C. A By OTHK� E 11' "t, Pod Mount is typicq:' V, % pp:-* d srvss.f .Last ond swbMi0R13fj W tkI-* hr rsf r fn: N ... ... ... I'RE'AK I C.0n.6,ilk 6ar V-'* conkrohw Ono uonwtor cob;nub shW b.&, irsstof: o P L the <ontract plons, Rk" D*.).- 2' Vw. -i .............. ....... 01300e'� Out Ow, tbt i*Vadoft%. .......................................... . ...... .... 6. Concxztu %&* 1.6 002'& 30w. ENCLOSURE CONSTRVPI" NQ .... 7. z' conduit sn-410 bs. plare, Yf*M the 0s#.• %'Drnbined r Eco) <:Wn01 F'ho$f mve 0 4 JgOM'j�tet P�"tjrL 'If.2in pipe, .............. . ................. .... ften a4 threl* to I'm. �rssWied and 'Jpw�e 00wq, 0 U im a12* 1. oi. K A"�II(W K-3ASE 1"JAN 1 Z R = 384754 0 OWNER/DEVELOPER: CrTY OF R1ffC_.-;NT0N IKEA PROPERTY INC CEPA NT OP` �C WG7�IMCS C14 to 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 C3 6 A R: X WA.SA M*4ATM PLAN z z f •. CONTACT: DWIGHT E. SLATON C��l FOR U 4V Z z J'� 0 CONSTRUCTION MANAGER DE7AJLS 0 0 CITY OF RENTON, NAVD 88 TO CITY Y STANDARDS :'< - 0'. P: (610) 834-0180; C: 303-549-4623 r12 Yzz r -0: 0 Fn Fn Approved by: Date E: DVKNT.SLAT0Nd1KEA.CQM 'PTENW IKEA REDE"��LOPMEiNT, NTONI, WA. r CALL2 W0RK01 61003' DAYS 0% �, 3 0: E�j EJll 8EWC*#AAW: ;1\ % ENGINEER: Transportation Engineering NorthWest ,a 0-1s. Im-` ^-. TDR CITY OF RENTON CONTROL Approved •by: Date -1 LOWS &.'2 IS, TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations DA7E 8 w.U15001266 .2_Z 10/2015 KA Yw POINT NO. 1864 WAS HELD ✓ a ONAL 11400 SE 8TH STREET, SUITE 200 DIN TDR - Approved by: Date BELLEVUE, WA 98W4 cNeam GMD — 0 FOR ELEVATION, BEING CONTACT: GLEN DuSREUIL PIRD MOCK PAGR_ z 8fl 19.488 FEET (NAVD88) Approved by: Date P: (425) 250-0582; C: (206) 295-6776 84W 9 crio I E: Lww&wMEbK&Qk 1011111111111MM OF PY" warms z -n 0 M o z ir ir O > C CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 Im z CD M z M 0� 00 C) En > En -n 0 O > CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 m CD -C 0� 00 C) U rn Ln ii CA ru En -n 0 O > M-M—En m CD -C 0� 00 C) rn Ln ii CA ru En ti -n 0 y0Mc 0M 9 M-M—En ti L-0 J2 52 000 1:3 d: IE,':xcept where Intercapfing existing RGS Conduit allcon-duit. shaillbe rigid nan�metalfiv. unless. 0 8-20 ILLUMINATION,, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL nloted otherwise in th,6.Plans or Spocial Provisions., 0 .0yJ Alf.condluil. sh 1: be:littod with apPr iW -'e, n W I I th'd.mess of open. ings al I W-11 nds.: or Bashi 0S t 8-20:1211) Equipment Listand.0rawings conduit shall:be cons-istent within continuous cdeld no 1 n ult runs with. m. X -1i diffe 411� of rent schedule typesbetween. ter m-inations. D Z 31: Paragraph, four of* Section 8�20.2(1) is� deleted.and replac d: as4ollows". e: The Contractor shall provideand install all conduitand necess f ary Juings:at the loca, ons noted The: Contractor shall submit. fora proval ix sets of sh d P op rawmas tor each of the following on -the Plans, Conduit size. shellbe.n indicated on, the, wiring. and conduit schedule, shown. on types.of standards called for:on this Project,. Plans.. 1� Li ght standards With. or Without pre-approved.Plans. icated below,', Cond vided. and in lled:;shall be. Of �th type.,ind". :uit �to: be pro I sta Paragra.O:five,of Section 8-20.2�1:)Js deleted. 16 S-chedole 40�heavy. wait PVC Conforming to..ASTM standardIsi shall be. used wherteyecihe 8-20141�4) Poundation's condult, J s to b erthanwithin the roadway are I a. CD Sedtioll 8-:�26.3(4)isrevised: and supplem6nted astollows-. z Schedule 80 extra, heavv wall:PVC Confominq to -ASTM standards,shall be, -used, when the The; anchor,bofts shall, mwtch. that of the de -Vice to beinstalled thereon. conduit, is to be placed within the roadwav area, I I-, Concrete shall be. placed against undisturbed earth if possible� Diiturbed earthor backfill I ... � - All joints shall be made with strict cornpliance to the manufacturees recornmendations regarding material shall -be compacted to 95 percent of the mn -aterfal S maximum density, Bef OlAcing 14- the I Concrete the Contractor shall bl'ock.-out ato a cement used and environmental conditions. 00 Urid:,: nyother undeN.-round utiftles-thAt 111.61- in �tho excavated Concroo.found - ations 8-20-3(4) :JuInction Box#* nteaf as f U section 8 20-3(6):is s me. z shail bo troweled, brushed e n -i hed, ima rkmaos -like manner. Conorome: shall P Aged and fi wo hip V.. be, tomptly deaned.1,mm, thle-cm O$ed portion.0f.thean-chor bofts arid-t.wduit-aft I 0 P P er.p a M n, All juniction boxes and assoclated concrete pads shall be,instafiW[:: on -corn :su* Found tion shall all be Q4 ss -pacteo b gr.ade a .. 3.0.0.0. concrete., After the specified cuningperi.od, the Contractor whichshall include si x inches-� of 5/8th-i nch m 1 nus crushed sUrf4cing. too course matorlS.1 may install the'APpliclahleA,evice thereon, ejun -on bo X*. Thi , 9: Ju n -c J Installed under and around the. basie ofth cfi tio n box shal I fhcl ud e. Installation of ca.4", t 'i ped,a n.d a :12" diarn em crete.004: enciosi g the junction box I I I I h.ck eterz wnt�cdn n All concrete, foundations, shalf be. constructed in the manner spacifledbe ow, M al�pe tons": sp, S rp ea. Ic al 9 ...att ons: an.. I S ee ncrete. P e RM e 14 Where no s -id . ewalks ar I e- to I be ihsta: I fied,' the grade for the t of the foundation shlaff;be ion0ion: box frame and lid.. UJ OP V above the finished grade of surr undi n C Junction boxes shall have gal-vanized-steet lids and frames, 2, Where side, lk:_or raised islands.ar to bet.construcledas a part.of this proje t, the top of the4oundation.s.-hall be: made flush. �with- thetop of1he sidew�ailk or: islan& �(Sae d I etail sheet) Junction boxes Used f0f, electrical wiring shall ufilize� a. locking, lid Standard U) per City AM: con cr ated: as per station-ingon. the: Plans or as I it, bythe: oca od Engineer In the:�fiold.,, CL 8-20,3(6) 00"du, it !140*9) So. Ming, Grounding, Section &2013 5) ls:revi ed an d sopplem. ented: astbllows,- V) Section 8-203(g) is sup men ple todas. fbllows.�, (n W _y The. paragtaph:.re.qUirin.g�94!va..nized ste-el conduft.at c6rtain locations isdeleted, Galvanized All street light standards, sqnal.poles and other standards on which electrical equipment, is 0 stee n i *CL l.c.o..dot('RGS.),-�s..hla.11dnlybep.t.aee.d.:.-i�f,�to:,indic2ite-,dinth.O.Plahs. RGS con.duit and Iftfing s. hich. in:diarn,. et -6.r x 8 0" in de Ad rn 4 n 0 mounted shall be groun . d:: to a. copper cl etal.k grou dr d .5/8A shAll.be allowed. only where'n tereopting,existing RGS conduit.. b -opper. - n r - atted in the n . vest junctio len, gth complete vAth: a #8 AWG I are 0 bo ding St Ap loc 00 n box, h -A I ro All signal ;tontroffe-r cabinets and:�signaltliqhfin . ervice cabirlets. is 1: be g Unde rd to a 5/8 inch gs Pull Wires: shall be: installed by:th,e Contracto.r. kam ngth copper clad metaffiagroui* rod.10 ated in the'nea J in di aeter x, V07 in le I rest: "'unction box n L) LJ W M n S11:-6 0. Dry pack madar grout. shall consist of a 1 �3 mixture of partland cement and fine sand with 'ust Soclion,:9-29.9 is suppleme ws E I . Mad as follo 0 enou bwater: so th 6! th 6i 9 ixture Will Stick to th JbQ will _Qe r on: be a bag by handl ld4d int not exLide mal stur The,Baffast shall, be pre -wired to th lamp socket and ter inal, board. I e when so pressed. A one half- i rich. drain: h.oie. shiall be leffin the',bottom of e, M the grout p adasshown:on �the. standardd , etail, 9-29A0(2) Clocorabsoo Lut"Inalros SAcfinrf 1,601 is da4etfid and rt%_nlarml ;.aq ffifinw*q, Roadway scale.luminaires. shall be - Cyclone Lightin.9 CY-55P1 --GAL- .3-12.0,W��4,K-240�C,P3624-RAL9005TX. 01KE, Cyc-tong Lighting QYSSPI�GAL-3-80W41K-240- CP3624-RAL90D-M, O..A.E- Roadway scale luminairearms. shall:7bee, Cycione Lighting, CP4.125-CI(.6')-::Bx..X-R-AL9006TX, 0,kE1 Cyclone Lightin 4-C 1(12) BXX�RAL9005TX, O.KE. CP412 Rqadway:scale volessha.11 be, Vailmon I 40� R -TA Pole. 4000501-08T4A/RAL9006/50RTCSCI�PO 1 3-BK62 O,XE, Piad".W.an�.Sc'ale Cyclone Lighting Cym66Pl-�GA.L-3-40.W4.K-240-CP3-9,24-R-ALgO.D$T.X., 0 -A-E, Pedestrian. scaiearms�sh.all be, Cy6onetighting C144,124 -GI (4')..8XX-RAL900M. 0 X E, Pedes.trian�scale poles. shailt'vil'- Valmont'21'4�'RTA Polw 210-44-0706T4..A/RAL9006,,/"40*RTCSC/��PO-13-BK62- O.A.E .0110 Section .5-29:1. 1�(2) is deletedan.d re placed as f ws, Photoelectric contro4s shall be a pAug-in device. rateA: to operate -on 120 volts 60 Hz. The unit shall c.onsist of.alight sens Vve eleme.nt conned.edto. necessary, pontrol-re ays., The.unit shall be so designed that a. failure. O.f. ;-anv:e.l;octroni.i�.comoorte.nt wilt, enwgize- the lighting circlu it,� -emperature range The photo cell shalf be: a.sofidstate' device with stableturn-on valuesin the 1. of -5:5 de es,C to: 4-70 de ree e ce4 gre g: s C, Th photo I shall be M0.11 nWd: externall on tb of y P the lum-inaire. In a contacitor controlled syste m, the, photo -ceil to o-ont .1 m. h be ro the. syste S all mounted on the. Jurninsire. nearest tothe.- Ser M"e*/ n - tortta. N net.., The, c*. tac photo, 0044, shall: be capable of switching ."ON 1.00.0watts of i candesceint: toad as a m-inimurn. The photooell shaft in berated for a 20+ year Iffe- span, s P: - 3 with a bare copper bonding. strap sized in accordance wftb the Plans, specifications and applicable codes� Ground rods are,,.q.onslde- red.. m.. i,�.Celtaneous. iternsand all costs are -to be included with the system orcon.ductors, Ground straps are.a.1so miscellaneous items. unless a: separate pay Urn is provided. ..in. the 'Schad.ule of pnices, 87-20.3(10) Servic*S Transf.birmer, Intelligent Tran Owt sh" Syst. Section 8-20,3(10) is revised and supplepv.nted as,follomm Paragraph -two is deleted, Parac graph thre,e)s deleted, The following is added, Power service s -hall be single phase .:. 120/240 volt, 3 �wire 60 cycle A.C� (street li.ghting con tact6h(trafficsig na 1,grounded niautral serv.fca) Per. City: of Renton Standard Detle-ils- The power servine. point �shall �be.as noted an the Plans and . . shall be -verified by the utility, 8-20,3,(13) 111.1urninalion Systems &.2013(13)A Lilght: Standards Section &-20.3( :13)A is I deleted and repla I ced. as fotlows,� Light standards shall tw- handled when loading, unloading, and..erectina in such a manner that they will not be damaged. Any parts that are dam'aged due to the Contractor's operations shall be repaired or replaced at.the. Conit-ractor's expenw to the satk§femion of t -he Engineer. Light standards.s.hall not.be er ected on.cond're. te, f0undations::until foundations have sel at least 72* hours or, attained a compressive strength of 2,400, psi., and shall, be raked sufficienti. -to be ptumbr, after: aK load has been placed, or as otherwisedirected, bv th. e, Eng"- per, in Light Standards shall be>ereoted: in amordance with section 8-203(4). le, Anchor bolts shall extend through the. top heavy�hex nut t. wo full threads to the extent possib Anchor, bolts shall be tightened by the Turh0f*'N.Ut Tig I ht g Me I thod in accordance with Sect -ions 6�013(33) and 8�20.3( 4). Anchor bolts damagedafter the fourvdation concrete: is placed shaft not -be ropairedby bendingg orweldina, The.:Contractor's repair prociedure i� tobe.submitted,to the.Engineer-for a I prior to making any reppirs., The Procedure is to include remov . ing the damged poftn.,of the, anchor bak, c.u....ttine threads:.on the, undam. aged porfion to remain, the inst-all.,atio.n.of:an.approv,.e..d threaded sleeve nut and stud, anO repairfnq� the foundation, with epoxy concrete- repair, The qrotft pad shall notextend above:the elevati.on. ofthe bottom of the base SPA Anchor Bmw A one piece anchor base of adequate: strength,shapeand size:sball' be secured to. the lower; end of the: shaft:sllo. that the base shall be capable of ret.1Stin.g:atJtsyjotd pointlhe bendrig.. moment of the:shaft at its I (d point. The. base shall beprovi-ded with four slotted oi- rotmd yfe holes to receive the anchor -bolts. Nut covers shall be provided, with each pofe. Anch<w Solltc- Four steel an 0 -or boAts, each fitted with two hex nuts, and two washers, shall bo ..,Ished with .the e therrequir o 9 0 50), a. d 9 .6 pole. Anchor befts shall me... t I ints of Sect I ion n -0 _5(4), The anchor bolt yield point shall be:capable of resis ing the bending. rrio. m. nt of the pole shaft at its yield point. The. Contractorshall assure: that all anchor �bolts confon-n., to the recommended ASTM specirications of the pole manufacturer and shall: se-co.re and subm it to the City for approval ail manufacturer data on, pole be -tiding momen t,,anahor b0it fabrication data,, test results and any ot h.w- daita that may be required 1.6confirm that the anchor bolts meet these specificatjons� All hardWare& (bolts, nuts, screws., washers, 6,tc.)�noeded to complete the installation shall be. stain less: steel. 1Z, (Identfficabon for The. Contractor sball supply.'and install.:a. combination of 4 7digitsAnd ne le or on each.p.-ole, 0: whether individual lum. inaire or signal polewith luminaire. The, I letterand number-scombination S . h -all be movnted at.the:i 5 foot lsvol.on the n9traffic, Legend&rshalf be - pole facing:approsohi. sealed with transparen.t� film, resistant W dust,weather The decal mv arkers -shall be.2-112-inch squaire with vellow reflectorized. 2-Anch. leaerid- on a black backgra-und. The 1,D, number will be: as -signed, to each pple� at the �end. of the. Contra ct or project -by the Transportation -Maintenance Assistant Manager and coordinated through-Ithe City ins ectar. I P Cost forthe decals: shall be considered incidental to the Contract bid. Light standards shall -meet. the pole. detail requirement belb.w and the -datlail sheetson the approved plan documents, The pole. shaft shall be provided with a 4": x 6" flush hand hole. -near fhe. base and a: matching metal coversecured with stainless.. steel screws, or bolts., The pole shall be ad'usted for plurtib after all neede equipm, e nt: has beeninstalled. thereon, .1 d After.pc4e 'is installedand plumbed, nuts shall be tightened on anchor bolts, using: prpper sized soc*ets, open end, or box wrenches. Use of pliers, pipe wrenchers; or other tools that can darnage galvanizing vAll not be perm. itted. Tools shall be oUsufficient size. to.. aichieve adequate twquing of the nuts -The space: between "the. concrete foundation and the bottom of the pole basaiplate s -hall be filled m0thl. a dry pack Mortar grout and troweled -to a, snmoth finfS.1h conforming to the contour of: the pole base platle� Rwg NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. Speciill ftovisitmj� 384710 R 384755 9-219.19, 139flast, Transf�cwmors z Al, 0 S Aw?05:11% 20u; W"woo, W$AAUqVXJt Augiza 1% 20 B C= Of Qj�_EVELQPER: cr-Ty- _0F,-.TX.-rVff10lN IKEA PROPERTY INC C>W10AFR I k4ftP4rr C>F FOLMNL.K-,", W<DM<S OF 420 ALAN WOOD ROAD �)�ER T. C; C5 CD CONSHOHOCKEN, PA 19428 z z 0� WAT FfKWTA &"TM 9 CONTACT: DAGHT E. SLATON VERMAL DATW CHECKM FOR COMPUNCE CONSTRUCT10N MANAGER z z CITY OF RENTON, NAVD 88 P: (610) 834-0180; C: 303-549-4623 00 b0_1 Y grrAMS V_ 45w,%� E: DUGHT.SLATON9111KE&COM Approved by: �td 4 PV - Date 1AJ EA RE U)) 20TENW K- VELOF%CHNT, RENTON, WA. > CA 2 WORKN&Y' DAYS r 3 4J ENGINEER: U-1 B194cpto": 4F Transportation Engineering NorthWest TDR Qf CY- Approved by: so,* ., TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations C==r%0= YOU CITY OF RENTON CONTROL Date 124,11 �p 0 4, , (2 - DA7E 0§Z1 0/2015 mE w. U 150012.56 f ai:il 11400 SE 8TH STREET, SUITE 200 cavm Wt UNA: 1961149069 TDR C5 POINT NO. 1864 WAS HELD Approved by: Date ONAL BELLEVUE, WA 98W4 cmemm GMQ SCALIE to FOR ELEVATION, BEING CONTACT: GLEN DuBREUIL FIKD MM PAW z 19.488 FEET (NAVD88) Approved by: Date *era--tr P: (425) 250-0582; C: (206) 295-6776 AFFFAXW - 1 =Z�_ MMTM OF PU§W WOWS 8HWT 10 Cr 10 45 04 D 704� 41,702 U4 Q M > z DIVISION 9 M >_ MATERIALS CD v 9-29 I:LLUMINATION,:$IGNALS, ELECTRICAL rn > 9-29.1 Con4u.ft rn U. e .9-2 S cition.. , 9,�: 1. is supplemented as foA lows. z C) The: conduit PVC - nolin-rrne4aik shall be of::th.e twatypes indicated.below- z M C> M 9 CL > J I- Schedule 80E.xtra hea-yy. wall PVC c,�.onfbrming to- AST.M., Standards, to be Used' in. all, in$.tallafions �under roadways-. .Z Sdh , edule 40:.heavy wait PVC con -forming to ASTM Standards-, 9-29.*2 J.unctibn. 800s (RC Section 9, 2:92 is.,sup-plemeated as follows,, Jur-ictionboxes shallbereintofoed 0nore.te with. -galvan st Jzed eel ffarnle,anchored in plac.e and: a� ai galvanized steel cover. la e (Di P At wmq d:pa tern) as indicated on detaii sheets, 1mcfion bo -es for copper Wlrle'rshall 1-noor rate a lockingl.: lid City of Renton Standard Details. Junction boxes P0 per: in.sidewalks shall have non-skid lids, M M ry o- 9.29.,A: Conductors, Cable 0 0 n Section 9.12R,3 re ed a ndsupptemented as folio WS lte1-MS*.8:-.and ; 11 am revised as follows; L0 7 L0 7 LLJ 0 0 D�etectorico>.op)w&ires.:hal.ibolM�SA,51-.7(orarig-,etut�e'i#12:or#14AW,�G.Stt--,a ded r prangetube)#12or#14AWGsh ndedcopl;*r pe cop. (0 00. Comm-unication. s cable shall meet. REA. specific.ation PE -39 and -shall have No, 19 >_ A.WG wires �M th 0,008 i nch- . FPA /MPR coated alum. inum sh'oidiing, The:cable-4hall M . pl�6t the:jrisk of the: b16 have a Petroleum Compound carn Sly Q ide Each, wirs shall be ourn'bered al. eai�h ter mi tral Ond with a wrap..'around t.ype numbed.ng.stnp bearing,the.circuit, n U-Mbershown on Abe: -plans-, The Contractor sh6ft.:1"Vi e and. insitall. �411 the. ne, c ssary -i ir n f e And fitfinqs� somas.. to e w 1. g,,:,.:us s comploW the: installation of tho:.siignal.and I ght nqequipmorit as shown on the Plans, All materials and ins. llatio.n.: methods: excep rwi t.as -noted othe set*rein� shal Conn* with ap. plica-ble of, the. National Bectrical Code, Roadway scale.luminaires. shall be - Cyclone Lightin.9 CY-55P1 --GAL- .3-12.0,W��4,K-240�C,P3624-RAL9005TX. 01KE, Cyc-tong Lighting QYSSPI�GAL-3-80W41K-240- CP3624-RAL90D-M, O..A.E- Roadway scale luminairearms. shall:7bee, Cycione Lighting, CP4.125-CI(.6')-::Bx..X-R-AL9006TX, 0,kE1 Cyclone Lightin 4-C 1(12) BXX�RAL9005TX, O.KE. CP412 Rqadway:scale volessha.11 be, Vailmon I 40� R -TA Pole. 4000501-08T4A/RAL9006/50RTCSCI�PO 1 3-BK62 O,XE, Piad".W.an�.Sc'ale Cyclone Lighting Cym66Pl-�GA.L-3-40.W4.K-240-CP3-9,24-R-ALgO.D$T.X., 0 -A-E, Pedestrian. scaiearms�sh.all be, Cy6onetighting C144,124 -GI (4')..8XX-RAL900M. 0 X E, Pedes.trian�scale poles. shailt'vil'- Valmont'21'4�'RTA Polw 210-44-0706T4..A/RAL9006,,/"40*RTCSC/��PO-13-BK62- O.A.E .0110 Section .5-29:1. 1�(2) is deletedan.d re placed as f ws, Photoelectric contro4s shall be a pAug-in device. rateA: to operate -on 120 volts 60 Hz. The unit shall c.onsist of.alight sens Vve eleme.nt conned.edto. necessary, pontrol-re ays., The.unit shall be so designed that a. failure. O.f. ;-anv:e.l;octroni.i�.comoorte.nt wilt, enwgize- the lighting circlu it,� -emperature range The photo cell shalf be: a.sofidstate' device with stableturn-on valuesin the 1. of -5:5 de es,C to: 4-70 de ree e ce4 gre g: s C, Th photo I shall be M0.11 nWd: externall on tb of y P the lum-inaire. In a contacitor controlled syste m, the, photo -ceil to o-ont .1 m. h be ro the. syste S all mounted on the. Jurninsire. nearest tothe.- Ser M"e*/ n - tortta. N net.., The, c*. tac photo, 0044, shall: be capable of switching ."ON 1.00.0watts of i candesceint: toad as a m-inimurn. The photooell shaft in berated for a 20+ year Iffe- span, s P: - 3 with a bare copper bonding. strap sized in accordance wftb the Plans, specifications and applicable codes� Ground rods are,,.q.onslde- red.. m.. i,�.Celtaneous. iternsand all costs are -to be included with the system orcon.ductors, Ground straps are.a.1so miscellaneous items. unless a: separate pay Urn is provided. ..in. the 'Schad.ule of pnices, 87-20.3(10) Servic*S Transf.birmer, Intelligent Tran Owt sh" Syst. Section 8-20,3(10) is revised and supplepv.nted as,follomm Paragraph -two is deleted, Parac graph thre,e)s deleted, The following is added, Power service s -hall be single phase .:. 120/240 volt, 3 �wire 60 cycle A.C� (street li.ghting con tact6h(trafficsig na 1,grounded niautral serv.fca) Per. City: of Renton Standard Detle-ils- The power servine. point �shall �be.as noted an the Plans and . . shall be -verified by the utility, 8-20,3,(13) 111.1urninalion Systems &.2013(13)A Lilght: Standards Section &-20.3( :13)A is I deleted and repla I ced. as fotlows,� Light standards shall tw- handled when loading, unloading, and..erectina in such a manner that they will not be damaged. Any parts that are dam'aged due to the Contractor's operations shall be repaired or replaced at.the. Conit-ractor's expenw to the satk§femion of t -he Engineer. Light standards.s.hall not.be er ected on.cond're. te, f0undations::until foundations have sel at least 72* hours or, attained a compressive strength of 2,400, psi., and shall, be raked sufficienti. -to be ptumbr, after: aK load has been placed, or as otherwisedirected, bv th. e, Eng"- per, in Light Standards shall be>ereoted: in amordance with section 8-203(4). le, Anchor bolts shall extend through the. top heavy�hex nut t. wo full threads to the extent possib Anchor, bolts shall be tightened by the Turh0f*'N.Ut Tig I ht g Me I thod in accordance with Sect -ions 6�013(33) and 8�20.3( 4). Anchor bolts damagedafter the fourvdation concrete: is placed shaft not -be ropairedby bendingg orweldina, The.:Contractor's repair prociedure i� tobe.submitted,to the.Engineer-for a I prior to making any reppirs., The Procedure is to include remov . ing the damged poftn.,of the, anchor bak, c.u....ttine threads:.on the, undam. aged porfion to remain, the inst-all.,atio.n.of:an.approv,.e..d threaded sleeve nut and stud, anO repairfnq� the foundation, with epoxy concrete- repair, The qrotft pad shall notextend above:the elevati.on. ofthe bottom of the base SPA Anchor Bmw A one piece anchor base of adequate: strength,shapeand size:sball' be secured to. the lower; end of the: shaft:sllo. that the base shall be capable of ret.1Stin.g:atJtsyjotd pointlhe bendrig.. moment of the:shaft at its I (d point. The. base shall beprovi-ded with four slotted oi- rotmd yfe holes to receive the anchor -bolts. Nut covers shall be provided, with each pofe. Anch<w Solltc- Four steel an 0 -or boAts, each fitted with two hex nuts, and two washers, shall bo ..,Ished with .the e therrequir o 9 0 50), a. d 9 .6 pole. Anchor befts shall me... t I ints of Sect I ion n -0 _5(4), The anchor bolt yield point shall be:capable of resis ing the bending. rrio. m. nt of the pole shaft at its yield point. The. Contractorshall assure: that all anchor �bolts confon-n., to the recommended ASTM specirications of the pole manufacturer and shall: se-co.re and subm it to the City for approval ail manufacturer data on, pole be -tiding momen t,,anahor b0it fabrication data,, test results and any ot h.w- daita that may be required 1.6confirm that the anchor bolts meet these specificatjons� All hardWare& (bolts, nuts, screws., washers, 6,tc.)�noeded to complete the installation shall be. stain less: steel. 1Z, (Identfficabon for The. Contractor sball supply.'and install.:a. combination of 4 7digitsAnd ne le or on each.p.-ole, 0: whether individual lum. inaire or signal polewith luminaire. The, I letterand number-scombination S . h -all be movnted at.the:i 5 foot lsvol.on the n9traffic, Legend&rshalf be - pole facing:approsohi. sealed with transparen.t� film, resistant W dust,weather The decal mv arkers -shall be.2-112-inch squaire with vellow reflectorized. 2-Anch. leaerid- on a black backgra-und. The 1,D, number will be: as -signed, to each pple� at the �end. of the. Contra ct or project -by the Transportation -Maintenance Assistant Manager and coordinated through-Ithe City ins ectar. I P Cost forthe decals: shall be considered incidental to the Contract bid. Light standards shall -meet. the pole. detail requirement belb.w and the -datlail sheetson the approved plan documents, The pole. shaft shall be provided with a 4": x 6" flush hand hole. -near fhe. base and a: matching metal coversecured with stainless.. steel screws, or bolts., The pole shall be ad'usted for plurtib after all neede equipm, e nt: has beeninstalled. thereon, .1 d After.pc4e 'is installedand plumbed, nuts shall be tightened on anchor bolts, using: prpper sized soc*ets, open end, or box wrenches. Use of pliers, pipe wrenchers; or other tools that can darnage galvanizing vAll not be perm. itted. Tools shall be oUsufficient size. to.. aichieve adequate twquing of the nuts -The space: between "the. concrete foundation and the bottom of the pole basaiplate s -hall be filled m0thl. a dry pack Mortar grout and troweled -to a, snmoth finfS.1h conforming to the contour of: the pole base platle� Rwg NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. Speciill ftovisitmj� 384710 R 384755 9-219.19, 139flast, Transf�cwmors z Al, 0 S Aw?05:11% 20u; W"woo, W$AAUqVXJt Augiza 1% 20 B C= Of Qj�_EVELQPER: cr-Ty- _0F,-.TX.-rVff10lN IKEA PROPERTY INC C>W10AFR I k4ftP4rr C>F FOLMNL.K-,", W<DM<S OF 420 ALAN WOOD ROAD �)�ER T. C; C5 CD CONSHOHOCKEN, PA 19428 z z 0� WAT FfKWTA &"TM 9 CONTACT: DAGHT E. SLATON VERMAL DATW CHECKM FOR COMPUNCE CONSTRUCT10N MANAGER z z CITY OF RENTON, NAVD 88 P: (610) 834-0180; C: 303-549-4623 00 b0_1 Y grrAMS V_ 45w,%� E: DUGHT.SLATON9111KE&COM Approved by: �td 4 PV - Date 1AJ EA RE U)) 20TENW K- VELOF%CHNT, RENTON, WA. > CA 2 WORKN&Y' DAYS r 3 4J ENGINEER: U-1 B194cpto": 4F Transportation Engineering NorthWest TDR Qf CY- Approved by: so,* ., TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations C==r%0= YOU CITY OF RENTON CONTROL Date 124,11 �p 0 4, , (2 - DA7E 0§Z1 0/2015 mE w. U 150012.56 f ai:il 11400 SE 8TH STREET, SUITE 200 cavm Wt UNA: 1961149069 TDR C5 POINT NO. 1864 WAS HELD Approved by: Date ONAL BELLEVUE, WA 98W4 cmemm GMQ SCALIE to FOR ELEVATION, BEING CONTACT: GLEN DuBREUIL FIKD MM PAW z 19.488 FEET (NAVD88) Approved by: Date *era--tr P: (425) 250-0582; C: (206) 295-6776 AFFFAXW - 1 =Z�_ MMTM OF PU§W WOWS 8HWT 10 Cr 10 45 04 D 704� 41,702 U4 Q M > z M z CD > C rn > rn CD 44h, z C) M z M C> M 9 CL > n ul > rn > C: = 10 CD 44h, z C) > e z g C> CL C05 J n ul tTJ E, > C: = 10 M < -0 -t 1,1Z. C� rD > e z g C> C05 J n ul 00 Fli Qo N O a ° O y S. GqL 420 ALAN WOOD ROAD U) SPy p1 AS 4e CONSHOHOCKEN, PA 19428 SAI DATII�k CHECKED P� Q � CITY OF RENTON, NAVD 88 3 < o O Approved by. Dote E: DIIXHT.O ob ,y��FywP L BENCH CITY OF�IREENNTON CONTROL Approved by: Dote 42 SIER�� 4'y� BARGRAUSEN CONSULTING ENGINEERS I w m 18215 72ND AVENUE SOUTH KENT. FOR ELEVATION, BEING j pate '! WA 98032 Z AP rovM U w CONTACT: JAY GRUBB, PE (425)251-6222 ° m O ° LLI J Q Z w Q J w Y z 0 7 w CONSTRUCTKNI KEYNOTES: 6' SIGNAL LOOP 1 NEW PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 LIGHT JBOX -_ O NOT USED I (4) GAS VALVES \ (2) CAS VALVES I GAS BLOWOFF OEXISTING SIGNAL CONTROL CABINET TO REMAIN SIGNAL LOOP ------ \\\'(��)) I (2) GAS V�� OWE OEXISTING CONCRETE WALL TO REMAIN "PHOTO ENFORCED" RED LIGHT SIGN (D NOT USED ONEW SIDEWALK LANDING AT LESS 2% SLOPE, Oj 6" HEIGHT PEDESTRIAN CURB AS PER WSDOT STD PLAN F-40.12-02 SEE DETAIL SHEET C2.4 1e=10' 0 5 10 20 GAS VALVE A=26'17'30' 4` -EX CURB/GUTTER (3) GAS VALVES R=10.00 L=4.59 4=16'45'25" LIND AVENUE SW R=39.00 -GAS VALVE L=1 1.41 g _ .______________ _______ __ _______ _ _____________ MINOR ARTERVL______ ----- GAS BLOWOFF ---� _ i TOP !_72� STA: 90+18.85 BREAK •• \ OFF: 44.50'RTT m . \ _ �:7_. P _a-. zz _ _ —� ati� + mw—rq 3 �r mb nw --cer ` GAS MIH �. F: 44.50'RTi OFF: 4 — `♦-_ STA 90+08.39) -------�� - OFF. 46.50'RTF/ ROW LINE _ .OFF: 45,50'M 1 -------------- OFF: 45.50'RTf GAS VALVE 5A,89+83.39 "505• ______________ I �\ OFF: 46'.�O'RF- l \(. AS A PART OF _______________________ THIS PROJECT \ \� O ._____________________________________________________�_________________________- ---------------- ______ ----------------------------- --------------------- ---------- ----- ----------------------------------- _ - - --------------- -- --, ---------------------------------------------------------- -I-------,�., -------------------- ------------ -------------------------- ------------- ----------------- \ LIND AVE SW / SW41Bt ST INTERSECTION SIDEWALK DETAIL — CURB RAMP DETAIL AS -BUILT NOTE; THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST :017. A BEFORE YOU DIG FIELD 2017. THE ONUS PRIVABy TE STORM DRAINAGE FACILI CONSULTING ITIES AND UBUC/PRNGINEERS WAS ALSO � WATER AND 5 WDUCTED IN BEF? SYSTEMS pp44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PVJ4S AND THE DOCUMENTED FIELD z OII REVISIONS AND FUNCTION AS INTENDED. I I m v ♦ R-10.00 L=5.41 I I / L=5.41� 1 '.`�N35'12'34'N 5.45' A=12'02'45' L/17' SIGNAL POLE ROTTO ( 'I , I° R=31.00 ✓ BREAK =6.52 3 r i 41' RII R=82.00' ♦` CONTROL CABINET ` C ` 4=10'4549` R--10DO'1fi R=54.00 7 \\R=10.00' � L=10.14 .11 b5.52' O K R A �EAK `P E TOP \ RADE A 3R=t0A0 , BREAK a' �I N89'A92�'IIt 111.04' LIND AVE SW / SW43RDT INTERSECTK)N ISDEWALK - CURB RAMP DETAIL 10 =IOU R ry V F, CITY OF RENTON C>EPAIFU T OF PUBLIC WORKS mP V�N�1 _t�Z LIND AVE. SW CURB RAMPS µ IKEA REDEVELOPMENT RENTON, WA. = C�lF3o CFB 4� MlE 6/11/2015 Ii.EIII U15001266 g` aawx N G`r4NG ENG\NN�p ° ® JSG ea'lP AS SHOWN PBDBOCK PAGE_ ^P^�® 6� cTe aGP42 T-384711 R-3847119 (p N O u) F— w (O 00 z m O w U Ed AS—BUILT IKEA PROPERTY INC y S. GqL 420 ALAN WOOD ROAD AS -&HLT DATED: 12-15-2017 SPy p1 AS 4e CONSHOHOCKEN, PA 19428 SAI DATII�k CHECKED P� CONTACT: E. 541TON CITY OF RENTON, NAVD 88 TO CITY STANDARDS < IMM caxsTRucnoN MANAGER P: (610) BN -018 QLL 103-549-4623 Approved by. Dote E: DIIXHT.O ob ,y��FywP L BENCH CITY OF�IREENNTON CONTROL Approved by: Dote 42 SIER�� 4'y� BARGRAUSEN CONSULTING ENGINEERS POINT NO. 1864 WAS HELD Approvetl S70NAL EVIG♦� 18215 72ND AVENUE SOUTH KENT. FOR ELEVATION, BEING q„ pate '! WA 98032 19.488 FEET (NAVD88) AP rovM Dote 4: �` CONTACT: JAY GRUBB, PE (425)251-6222 R ry V F, CITY OF RENTON C>EPAIFU T OF PUBLIC WORKS mP V�N�1 _t�Z LIND AVE. SW CURB RAMPS µ IKEA REDEVELOPMENT RENTON, WA. = C�lF3o CFB 4� MlE 6/11/2015 Ii.EIII U15001266 g` aawx N G`r4NG ENG\NN�p ° ® JSG ea'lP AS SHOWN PBDBOCK PAGE_ ^P^�® 6� cTe aGP42 T-384711 R-3847119 (p N O u) F— w (O 00 z m O w U Ed Y o a � Z DO m 0 C F PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (401 s� FZ (0 EX. NEW EX. NEW J 0 m (D ao NEW EX. NEW 4 - OCONSTRUCTION IN 1 2" SCH40 PVC 2 WIRE NOTE CHECKED FOR COI.,PL W4CE O TO CITY 8TANDARD8 0.17 O Date 2 2" SCH80 PVC Ln 2 Date Q ZQ 0.17 0.89 3 2" SCH40 PVC 2 O Z 1 ~ O 0.89 w 4 Q Cr 2 H 1 jr W --- J 3" SCH40 PVC SPARE EL a O 1 w Q 6 3" SCH80 PVC SPARE w Z cl O 1 cr ILL 7 Q 4 w Y Y o a � Z DO m 0 SIGNAL 6 F PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (401 NO. FZ = EX. NEW EX. NEW l 0 m EX. NEW EX. `o a w 0 q z p IT -- -- ------ ---_--- -------------- --- -------- D --_----_-O--_- O 0 O ---- - - ------ 2 L Lt Li 3 I 3 _--___-_ _W - rt- - - - - - - 3 EX R/W 5 -----3 11 W `n O O o ------------------ _ \ ---- --- - - - -- _ Lc + I _ Li M \ - 2 Jv 3 SW 43RD ST 3 -•-»- _.-»-.-»-. - - -. - -ND U o 0 V _,-°- _ _ _ _ _ _ ------- -° -° -° -I - - - - - - --------------------------------- 11 o --------------------------------------------- ---------------- ------------------- ___________________ 1- ________________ o I Ra / 1 EXW- - 3 R8 1 3 19 ?7 171777�7Z 7 ii ii 1/ 1 1 1 1 1 1 1 1 1, 11 11 rhA3 ■ 3 �1 c w E w 0 E •0 3 3 O O 6 O W - - _ - s - EX R/W 5 ---------- ---- _ W __________________-_- - ------------------- W - _ _ i' - -- O -- ------------- -=== = =======0-� to -3Cs - - LS ___- I -3 -- 1 2 LF 1 - - - - -- -- -- - -- LB -2-- -- -- -- ---- --- --- - -- - --- ---- --- - -- _ G h V N n - - n . w x r w , • x . x x r x x w w r - - - - - - - - - - - ---- - -' - - SW 43RD ST - W= - - - - - - - - - -• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °- -°° _.. . 2 -..,� EXR%W - - - - - ---�- - _--- -- - --------------------------- --- -- _-- .--- '--- _ Y i RC EXR/W ILLUMINATION WIRING SCHEDULE RACEWAY SIZE ILEUM iJ`8 ILEUM 6 SERVICE 4/0 SIGNAL 6 GRIND. PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (401 NO. SIGNAL POLE TYPE III _-.--_ EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW OCONSTRUCTION NOTE 1 2" SCH40 PVC 2 WIRE NOTE CHECKED FOR COI.,PL W4CE 1 TO CITY 8TANDARD8 0.17 0.89 Date 2 2" SCH80 PVC 2 Date pproved by: 1 0.17 0.89 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 3.00 6 3" SCH80 PVC SPARE 1 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 8 2" SCH40 PVC 4 1 0.28 0.89 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" xx 4 1 0.28 0.89 II EX 2" xx 2 1 0.17 1.36 12 EX 2" SPARE 13 3" SCH40 PVC 6 1 0.39 0.89 14 2" SCH40 PVC 2 1 0.17 0.89 15 EX 2" xx 2 1 0.17--- 1.36 16 EX 2" xx 4 1 0.28 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VERTICAL DATURA CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS BENCHMARK. BEFORE YOU DIG: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 811 19.488 FEET (NAVD88) :EE SHEET IL1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL1.07 FOR: ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES W • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL1.08 FOR: UA ILLUMINATION DETAILS SEE SHEET IL1.09 FOR: to 40 ILLUMINATION DETAILS SEE SHEET IL2.01 FOR: 0 20 60 SPECIAL PROVISIONS SCALE IN FEET LEGEND ,EXX NEW/RELOCATE DESCRIPTION Z m 8 A 0 JUNCTION BOX TYPE 1,2,8 ' ROADWAY POLE G* PEDESTRIAN LUMINAIRE POLE < SER T B� wASH c,F L FW SIGNAL POLE TYPE III _-.--_ SIGNAL POLE TYPE II --- --- CONDUIT/CONDUCTOR 11<1 ® ELECTRICAL SERVICE CABINET 9pyp angoq�pApE_ CONTROLLER CABINET alecmn rc nam wms OCONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER ZL WIRE NOTE CHECKED FOR COI.,PL W4CE TO CITY 8TANDARD8 pproved by: Date pproved by: Date pproved by: Date :EE SHEET IL1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL1.07 FOR: ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES W • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL1.08 FOR: UA ILLUMINATION DETAILS SEE SHEET IL1.09 FOR: to 40 ILLUMINATION DETAILS SEE SHEET IL2.01 FOR: 0 20 60 SPECIAL PROVISIONS SCALE IN FEET T-384712 CITY OF RENTON OWNER/DEVELOPER IKEA PROPERTY INC MEPARTMENT OF PUBLIC WORKS SER T B� wASH c,F L FW Oso ALANHOH wood Rono PA 19428 CONTACT DWIGHT CONTACT 03ncHT E. sLATON CONSTRUCTION MANAGER P: (610) 834-018P C. 303-549-4623 E: DVAGHTSLATONOIKEA CON T E N W FRONTAGE ILLUMINATION PLAN SW 43RD ST IKEA REDEVELOPMENT, RENTON, WA. 3563 �,o PW IST ER G ANAL 9 Z1�ZOj QC�- I ENGINEER: TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SURE 200 BELLEJUE, WA 98004 COMACT:GLEN8004 IL P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.CON TranspoiTatiion EngineeringNIp�� w, m°n°nniN i o. 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PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (401 NO. SIGNAL POLE TYPE III _-.--_ EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW OCONSTRUCTION NOTE 1 2" SCH40 PVC 2 WIRE NOTE 1 0.17 0.89 2 2" SCH80 PVC 2 1 0.17 0.89 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 3.00 6 3" SCH80 PVC SPARE 1 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 8 2" SCH40 PVC 4 1 0.28 0.89 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" xx 4 1 0.28 0.89 II EX 2" xx 2 1 0.17 1.36 12 EX 2" SPARE 13 3" SCH40 PVC 6 1 0.39 0.89 14 2" SCH40 PVC 2 10.17 0.89 15 EX 2" xx 2 1 0.17--- 1.36 16 EX 2" xx 4 1 0.28 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VERTICAL DATUM CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS BENCHMARK. BEFORE YOU DIG: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD z811 19 488 EFEET (NAIATN, BEINGZ ,EXX NEW/RELOCATE DESCRIPTION Z m 8 A 0 JUNCTION BOX TYPE 1,2,8 ' ROADWAY POLE G* PEDESTRIAN LUMINAIRE POLE < 3!563 O SIGNAL POLE TYPE III _-.--_ ENGINEERING NORTHWEST SIGNAL POLE TYPE II --- --- CONDUIT/CONDUCTOR 11<1 ® ELECTRICAL SERVICE CABINET P: (425) 250-0582; G (206) 295-6776 CONTROLLER CABINET OCONSTRUCTION NOTE O LUMINAIRE POLE N0 ./LETTER /) / \ WIRE NOTE CHECKED FOR COMPIJANCE TO CRY STANDARDS Date Dafe- Dafe- SEE SHEET IL1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL1.09 FOR: • ILLUMINATION DETAILS SEE SHEET IL2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC dER j 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• WAZC,t CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATON6IKEA COM 3!563 O ENGINEER NGITRANSPORTATION IST T,? ENGINEERING NORTHWEST )NAL F'� 11400 SE 8TH STREET, SURE 200 9 BELLEtlUE, WA 98004 j CONTACT: GLEN DuBREUIL 0�2.��A P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM I / V fTENW IKE TmnsTMIPI�portafion Eng�ineenngwNorthWest Dig N to 40 0 20 60 SCALE IN FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN SW 43RD ST AND LIND AVE SW T-384713 It 00 M I PNNS :•L•1 w o o MATCH LINE LIND STA 85+50, SEE BELOW RIGHT MOORE ,- cD O $ II W Q 1 5 zz O J Z D_ O I 0 w III a �dl it 85 OC $ z W Z .j 4 u a W J W w 'I Ijll o z0 wW it 1 CC ILL Q w 1 it I Y O I� Z 2 LI Iljjj x fE O O 0 1[ E, a 1 \\ n 84 0 On I ED ED 1\ > II j o it CIL I it I I a �a 1 -J�•_II ��. II ( Q NOT s I INSLEC PER 4 I 4 LK I DIRECTION I 5/24/201 k y 1 I I I I a ! 8 0 I c gQ Q gm 4Q GO ED 0 II vv'm Of N_ h N f W I I I A 177 O N N I If 15 ' I co 06 N 6 2 g 11 1 e L/ Of m a 1 I a I 17 -I 5 I WV V I I� • I x IIW s MATCH LINE LIND STA 82+00, SEE SHEET IL 1.02 tt CALL 2 WORKING DAYS BEFORE YOU DIG: c 811 PROJECT LEGEND XNEW/RELOCATE DESCRIPTION m B D 0 JUNCTION BOX TYPE 1,2,8 �x ROADWAY POLE PEDESTRIAN LUMINAIRE POLE 1211<1 <� SIGNAL POLE TYPE III SIGNAL POLE TYPE II --- --- CONDUIT/CONDUCTOR ®ELECTRICAL SERVICE CABINET CONTROLLER CABINET OCONSTRUCTION NOTE LUMINAIRE POLE N0./LETTER O WIRE NOTE CHECKED FOR CONPIJANCE TO CRY STANDARDS pproved by: Date proved by: Date pproved by: Date OATS BY PROJECT NO. IKEA RENTON-POLE LL -WINDY 5/1712016RORGOL 10.0889.00 5' x 2' FOOTNIG WI (6) Kfi x 6'-6" EW T8E1 ...�..1mH., exwar.lws.m POLE Ltt USE SPREAD FOOTING; aPPRovEo BY CITY 06/21/2016 ILLUMINATION WIRING SCHEDULE D CONDUIT ILLUM ILLUM SERVICE SIGNAL GRND. PULL CONDUIT AFI�W AFI�W NO. SIZE #8 #6 4/0 *6 WIRE FILL (26%) (401 EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW l 2" SCH40 PVC 2 1 0.17 0.89 --- 2 2" SCH80 PVC 2 1 0.17 0.89 --- 3 2" SCH40 PVC 2 / 0.22 0.89 --- 4 2" SCH80 PVC 2 / 0.22 0.89 --- 5 3" SCH40 PVC SPARE / --- --- 3.00 6 3" SCH80 PVC SPARE / --- --- 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --- 8 2" SCH40 PVC 4 / 0.28 0.89 --- 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" ** 4 / 0.28 0.89 --- 11 EX 2" ** 2 / 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 --- 14 2" SCH40 PVC 2 / 0.17 0.89 --- 15 EX 2" 0.17 --- 1.36 16 EX 2" 0.28 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT.SHEET SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION Cpp�OVLLNSTRUCTION NOTES SEE• ILLUMINA�ETf�TTO NAVD 88 SEE SHEET IBE96FG • ILLUMINAAON OETBKSTON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 1[y}1@fEL%CWNTION, BEING • SPECIAL fQ.aV§lqteT I �L.II L I I ,1 lu 1, 1, u►� r I I I i 1 I * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT.SHEET SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION Cpp�OVLLNSTRUCTION NOTES SEE• ILLUMINA�ETf�TTO NAVD 88 SEE SHEET IBE96FG • ILLUMINAAON OETBKSTON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 1[y}1@fEL%CWNTION, BEING • SPECIAL fQ.aV§lqteT TCH LINE LIND STA 89+00, SEE SHEET IL 1.04 I �L.II L TCH LINE LIND STA 89+00, SEE SHEET IL 1.04 I MATCH LINE DID 0 STA 85+50, SEE ABOVE LEFT ENGINEER IKEA PROPERTY INC dER T 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• wASiy C,t CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER T E N W 1 P: (610) 834-0180; C. 303-549-9623 IKE FW E: DVAGHTSLATONOIKE(t�}YwGHTSLATON0IKEACO}Y 3563 EOGp"n TRANSPORTATION ENGINEERING NORTHWESTTransportafion EngineenngNorthWest Dig 15TTRANSPORTATION ER 11400 SE 8TH STREET, SURE 200 poe"m. rlaeoire m.�Iname wnnoo.�n m AL DRAWN 9 BELLEJUE, WA 98004 Z.(�ZQiI CONTACT: GLEN DuBREUIL G A� P: (425) 250-0562; (206) 295-66 Appgpyg E: OUBREUIL®TENW.COM N g f0 40 Rf 0 20 60 SCALE IN FEET CITY OF RENTON L7EPAFRTMENT OF PVBLIC WORKS FRONTAGE ILLUMINATION PLAN LIND AVE SW EN6WEERINR Page >wl> CC)N61JLT4M6 fi.w�•'u w.+n wil12RIS x 7-4y' Bell T48 d m• I � ,Op6x9'd- 8'x f0'xYF P REINFW 0o NG J ' 10 Yex9'A"III T•B - .- POLE LL USE SPREAD FOOTING PER 621-2016 CITY .' 0206xT'i" ACCEPTANCE um. EMm41 5.•» PROJECT DATE BY PROJECT NO. IKEA RENTON -POLE L71 WIN7v 15!1712018 BOBGOL 14.088300 We T-384714 N d z O 7 W U m I �L.II L I I ,1 lu 1, 1, u►� r I I I i 1 I L -i IS ais I MATCH LINE DID 0 STA 85+50, SEE ABOVE LEFT ENGINEER IKEA PROPERTY INC dER T 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• wASiy C,t CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER T E N W 1 P: (610) 834-0180; C. 303-549-9623 IKE FW E: DVAGHTSLATONOIKE(t�}YwGHTSLATON0IKEACO}Y 3563 EOGp"n TRANSPORTATION ENGINEERING NORTHWESTTransportafion EngineenngNorthWest Dig 15TTRANSPORTATION ER 11400 SE 8TH STREET, SURE 200 poe"m. rlaeoire m.�Iname wnnoo.�n m AL DRAWN 9 BELLEJUE, WA 98004 Z.(�ZQiI CONTACT: GLEN DuBREUIL G A� P: (425) 250-0562; (206) 295-66 Appgpyg E: OUBREUIL®TENW.COM N g f0 40 Rf 0 20 60 SCALE IN FEET CITY OF RENTON L7EPAFRTMENT OF PVBLIC WORKS FRONTAGE ILLUMINATION PLAN LIND AVE SW EN6WEERINR Page >wl> CC)N61JLT4M6 fi.w�•'u w.+n wil12RIS x 7-4y' Bell T48 d m• I � ,Op6x9'd- 8'x f0'xYF P REINFW 0o NG J ' 10 Yex9'A"III T•B - .- POLE LL USE SPREAD FOOTING PER 621-2016 CITY .' 0206xT'i" ACCEPTANCE um. EMm41 5.•» PROJECT DATE BY PROJECT NO. IKEA RENTON -POLE L71 WIN7v 15!1712018 BOBGOL 14.088300 We T-384714 N d z O 7 W U m 0 STA 85+50, SEE ABOVE LEFT ENGINEER IKEA PROPERTY INC dER T 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• wASiy C,t CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER T E N W 1 P: (610) 834-0180; C. 303-549-9623 IKE FW E: DVAGHTSLATONOIKE(t�}YwGHTSLATON0IKEACO}Y 3563 EOGp"n TRANSPORTATION ENGINEERING NORTHWESTTransportafion EngineenngNorthWest Dig 15TTRANSPORTATION ER 11400 SE 8TH STREET, SURE 200 poe"m. rlaeoire m.�Iname wnnoo.�n m AL DRAWN 9 BELLEJUE, WA 98004 Z.(�ZQiI CONTACT: GLEN DuBREUIL G A� P: (425) 250-0562; (206) 295-66 Appgpyg E: OUBREUIL®TENW.COM N g f0 40 Rf 0 20 60 SCALE IN FEET CITY OF RENTON L7EPAFRTMENT OF PVBLIC WORKS FRONTAGE ILLUMINATION PLAN LIND AVE SW EN6WEERINR Page >wl> CC)N61JLT4M6 fi.w�•'u w.+n wil12RIS x 7-4y' Bell T48 d m• I � ,Op6x9'd- 8'x f0'xYF P REINFW 0o NG J ' 10 Yex9'A"III T•B - .- POLE LL USE SPREAD FOOTING PER 621-2016 CITY .' 0206xT'i" ACCEPTANCE um. EMm41 5.•» PROJECT DATE BY PROJECT NO. IKEA RENTON -POLE L71 WIN7v 15!1712018 BOBGOL 14.088300 We T-384714 N d z O 7 W U m N g f0 40 Rf 0 20 60 SCALE IN FEET CITY OF RENTON L7EPAFRTMENT OF PVBLIC WORKS FRONTAGE ILLUMINATION PLAN LIND AVE SW EN6WEERINR Page >wl> CC)N61JLT4M6 fi.w�•'u w.+n wil12RIS x 7-4y' Bell T48 d m• I � ,Op6x9'd- 8'x f0'xYF P REINFW 0o NG J ' 10 Yex9'A"III T•B - .- POLE LL USE SPREAD FOOTING PER 621-2016 CITY .' 0206xT'i" ACCEPTANCE um. EMm41 5.•» PROJECT DATE BY PROJECT NO. IKEA RENTON -POLE L71 WIN7v 15!1712018 BOBGOL 14.088300 We T-384714 N d z O 7 W U m 0 a 0 w 0 q z R/WIV- SW 41ST ST �, ►►CJ 1 / LO / - - - 1 - - - - - - - - - - - - - - / _________ _ ------------------------ I A - - - - a i--�=------- _ e ILLUMINATION WIRING SCHEDULE IL W W O DO C_ ZQ � z CONDUIT FILL O a (0Lo EIIIAZ RIIIR W a EX. J V Q Q cr 4 - EX. NEW EX. NEW OCONSTRUCTION NOTE Z J z 2 WIRE NOTE O O p W Ln Z 0.17 0.89 Q 2 Z 0 a 0 w 0 q z R/WIV- SW 41ST ST �, ►►CJ 1 / LO / - - - 1 - - - - - - - - - - - - - - / _________ _ ------------------------ I A - - - - a i--�=------- _ e ILLUMINATION WIRING SCHEDULE IL W W O DO 0 ZQ EIIIR z CONDUIT FILL ✓ti ALLOW. (401 NO. EIIIAZ RIIIR W a EX. NEW EX. Q Q cr EX. NEW EX. NEW EX. NEW OCONSTRUCTION NOTE Z J z 2 WIRE NOTE p W 1 Z 0.17 0.89 J 2 CLO J Q Date n pproved by: 1 0.17 0.89 J a WTp 2 W 1 0.22 0.89 W 4 F 2 zv p 0.22 0.89 --- i2 3" SCH40 PVC SPARE LL 1 Q 3.00 6 w Y C 1 0 a 0 w 0 q z R/WIV- SW 41ST ST �, ►►CJ 1 / LO / - - - 1 - - - - - - - - - - - - - - / _________ _ ------------------------ I A - - - - a i--�=------- _ e ILLUMINATION WIRING SCHEDULE ❑ RACEWAY SIZE a DO 0 SIGNAL 6 EIIIR PULL WIRE CONDUIT FILL ✓ti ALLOW. (401 NO. EIIIAZ RIIIR W a EX. NEW EX. NEW lk o m' EX. NEW EX. 0 a 0 w 0 q z R/WIV- SW 41ST ST �, ►►CJ 1 / LO / - - - 1 - - - - - - - - - - - - - - / _________ _ ------------------------ I A - - - - a i--�=------- _ e ILLUMINATION WIRING SCHEDULE ❑ RACEWAY SIZE ILEUM 8 ILEUM 6 SERVICE 4/0 SIGNAL 6 GRAND. PULL WIRE CONDUIT FILL ALLOW. (1 ALLOW. (401 NO. SIGNAL POLE TYPE III _-.--_ EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW OCONSTRUCTION NOTE 1 2" SCH40 PVC 2 WIRE NOTE CHECKED FOR COWLJANCE 1 TO CRY 8TANDARD8 0.17 0.89 Date 2 2" SCH80 PVC 2 Date pproved by: 1 0.17 0.89 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 3.00 6 3" SCH80 PVC SPARE 1 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 8 2" SCH40 PVC 4 1 0.28 0.89 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" xx 4 1 0.28 0.89 II EX 2" xx 2 1 0.17 1.36 12 EX 2" SPARE 13 3" SCH40 PVC 6 1 0.39 0.89 14 2" SCH40 PVC 2 1 0.17 0.89 15 EX 2" xx 21 0.17 --- 1.36 16 EX 2" xx 4 1 0.28 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VERTICAL DATURA CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS BENCHMARK. BEFORE YOU DIG: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 811 19.488 FEET (NAVI AO 4 3 w I� LP I \ \ 1 Z O 1 MATCH LINE LIND STA 89+00, SEE SHEET IL1.03 SEE SHEET 111.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET 111.07 FOR: • ILLUMINATION WIRING DIAGRAM • SEPVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I11.08 FOR: • ILLUMINATION DETAILS SEE SHEET I11.09 FOR: • ILLUMINATION DETAILS SEE SHEET I1-2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC LEGEND ,EXX NEW/RELOCATE DESCRIPTION Z m 8 A 0 JUNCTION BOX TYPE 1,2,8 ' ROADWAY POLE G* PEDESTRIAN LUMINAIRE POLE < IKE SIGNAL POLE TYPE III _-.--_ AQj SIGNAL POLE TYPE II --- --- CONDUIT/CONDUCTOR 11<1 ® ELECTRICAL SERVICE CABINET E: DUBREUILOTENW.COM CONTROLLER CABINET OCONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER WIRE NOTE CHECKED FOR COWLJANCE TO CRY 8TANDARD8 pproved by: Date pproved by: Date pproved by: Date AO 4 3 w I� LP I \ \ 1 Z O 1 MATCH LINE LIND STA 89+00, SEE SHEET IL1.03 SEE SHEET 111.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET 111.07 FOR: • ILLUMINATION WIRING DIAGRAM • SEPVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I11.08 FOR: • ILLUMINATION DETAILS SEE SHEET I11.09 FOR: • ILLUMINATION DETAILS SEE SHEET I1-2.01 FOR: • SPECIAL PROVISIONS N f0 40 0 20 60 SCALE IN FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN SW 41ST ST AND LIND AVE SW T-384715 N Z O 7 W U m IKEA PROPERTY INC AER 7 B� '• WASi 0CONTACT: 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 DWIGHT E. SLATON L FW 3563 EOGp"n IST ER ANAL F'� 9 CONSTRUCTION MANAGER P: (610) 834-018P C. 303-549-9643 E: DVAGHTSLATONOIKEA CON TRANSPORTATION ENGINEERING NORTHWESTTranspoNafion 11400 SE 8TH STREET, SURE 200 BELLNUE, We 98004 T E N W EngineeringNIpig po° men°eouy m. in°m° nnoo.�n m IKE MINK AQj CONTACT: GLEN DI09-21 MPip.,g P: (425) 250-0582; C: (206) 295-6776 E: DUBREUILOTENW.COM N f0 40 0 20 60 SCALE IN FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN SW 41ST ST AND LIND AVE SW T-384715 N Z O 7 W U m I a Q o O Gz.1 Z u, 0 SIGNAL F PULL WIRE CONDUIT FILL Z ALLOW. (40%) z FZ Q EX. w EX. F- lk cr u CNf-� F NEW EX. Z CONTROLLER CABINET OCONSTRUCTION 1 F O) 2 / / � w 1 CL 0.89 2 2" SCH80 PVC a W CO w Q 0.17 F w 2" SCH40 PVC Z cl 2 O cr ir 1 LL 0.89 Q 4 2" SCH80 PVC w 2 Y e C 1 a 420 ALAN WOOD ROAD o a Gz.1 Z u, 0 SIGNAL F PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (40%) NO. FZ IST G? EX. NEW EX. NEW lk 0 m' EX. CNf-� c `o a u 0 w 0 9 EX R/W ILLUMINATION WIRING SCHEDULE 420 ALAN WOOD ROAD RACEWAY SIZE ILEUM 08 ILEUM 06 SERVICE 4/06 SIGNAL v PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (40%) NO. < IST G? EX. NEW EX. NEW EX. NEW EX. NEW EX. u 0 w 0 9 EX R/W ILLUMINATION WIRING SCHEDULE 420 ALAN WOOD ROAD RACEWAY SIZE ILEUM 08 ILEUM 06 SERVICE 4/06 SIGNAL GRIND. PULL WIRE CONDUIT FILL ALLOW. (26%) ALLOW. (40%) NO. < IST G? EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW CONTROLLER CABINET OCONSTRUCTION 1 2" SCH40 PVC O) 2 / / � WIRE NOTE 1 0.17 0.89 2 2" SCH80 PVC 2 1 0.17 0.89 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 3.00 6 3" SCH80 PVC SPARE 1 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 8 2" SCH40 PVC 4 1 0.28 0.89 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" xx 4 1 0.28 0.89 II EX 2" xx 2 1 0.17 1.36 12 EX 2" SPARE 13 3" SCH40 PVC 6 1 0.39 0.89 14 2" SCH40 PVC 2 10.17 0.89 15 EX 2" xx 2 1 0.17 --- 1.36 16 EX 2" xx 4 11 0.28 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VERTICAL DATUM CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS BENCHMARK. BEFORE YOU DIG: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD z811 19 488 EFEET (NAVD88) INZ CHECKED FOR COWLJANCE TO CITY STANDARDS Date Dafe- Dafe- SEE SHEET IL1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SEPVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL1.09 FOR: • ILLUMINATION DETAILS SEE SHEET IL2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC LER j 420 ALAN WOOD ROAD LEGEND ,EXX NEW/RELOCATE DESCRIPTION Z m 8 A 0 JUNCTION BOX TYPE 1,2,8 ' L ROADWAY POLE (W G* PEDESTRIAN LUMINAIRE POLE < IST G? SIGNAL POLE TYPE III _-.--_ 11400 SE 8TH STREET, SURE 200 SIGNAL POLE TYPE II --- --- CONDUIT/CONDUCTOR 11<1 ® ELECTRICAL SERVICE CABINET E: DUBREUILOTENW.COM CONTROLLER CABINET OCONSTRUCTION NOTE O) LUMINAIRE POLE N0.ETTER /L / / � WIRE NOTE CHECKED FOR COWLJANCE TO CITY STANDARDS Date Dafe- Dafe- SEE SHEET IL1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SEPVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL1.09 FOR: • ILLUMINATION DETAILS SEE SHEET IL2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC LER j 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• WAZC,t CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER L P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATONOKEA COM 3!563 O ENGINEER NGITRANSPORTATION IST G? ENGINEERING NORTHWEST )NAL F'� 11400 SE 8TH STREET, SURE 200 9 BELLNUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM C) O W 2 h W N O' O t Do O UDUD w Z J Z U N 0 40 0 20 60 SCALE IN FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN CT IS TE N W IKEA REDEVELOPMENT. 41STLOPMENTT. . RENTON. WA. Transporfafion Engineenngw I -West gipr y T-384716 � Z Q I o Q Q OC m 0 LONGITUDE 1. AHM VOLTAG �E, WAIIAUL - FZ O COMMENT POLE NO. NUMBER 9 J cr T EIGHT c LENGTH CIRCUIT Z Q Z DISTRIBUTION O.A.E COMMENT = O SW 43RD ST SW 43RD ST 26+37.5 W 47.44124281 -122.2294402 EX 6' 240 J0 U) CL CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED O 32.0' L W J 14' 4 240 ILLUM C Lu 4' FIXED ILEUM 40 LED CP3624-RAL9005TX F IL LLI w O -122.2253385 c) 27+82.5 Z 47.44124039 -122.2288552 EX O 240 w 120 LED ir CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- cc FIXED LL Q SVC 2 CYCLONE LIGHTING ELI NEW POLE AND FOUNDATION 14' 4' Y C 40 LED CP3624-RAL9005TX CP3924-RAL9005TX � PULL IU **UN o a OC m 0 LONGITUDE 1. AHM VOLTAG �E, WAIIAUL - FZ BASE COMMENT POLE NO. NUMBER 9 STATION v DOlk' T EIGHT c `o a I 0 LUM. PULL IU **UN STREET STATION OFFSET LATITUDE LONGITUDE 1. AHM VOLTAG SERVIC WAIIAUL - - BASE COMMENT POLE NO. NUMBER 9 STATION OFFSET* T EIGHT H IGHT LENGTH CIRCUIT CIRCUIITYPE DISTRIBUTION O.A.E DISTRIBUTION O.A.E DISTRIBUTION O.A.E COMMENT IM O SW 43RD ST SW 43RD ST 26+37.5 32.0' L 47.44124281 -122.2294402 EX 6' 240 SVC f 120 LED CYCLONE LIGHTING CY55Pf-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION 32.0' L 47.44124134 -122.2290851 14' 4 240 ILLUM C 14' 4' FIXED ILEUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX SW 41ST ST 66+52.5 PER RENTON STD PLAN 117.1. O -122.2253385 SW 43RD ST 27+82.5 32.0' L 47.44124039 -122.2288552 EX 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION 14' 4' SW 43RD ST ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX 14' 4' PER RENTON STD PLAN 117.1. LC 40 LE SW 43RD Si 29+26.0 32.0' L 47.44123798 -122.2282757 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX SW 41ST ST 62+19.5 31.0' R 14, 4, 14' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX SVC 2 PER RENTON STD PLAN 117.1. CYCLONE LIGHTING E NEW POLE AND FOUNDATION O SW 43RD ST 29+83.0 3 ' 6' -122.2280452 SVC f 120 LED CYCLONE LIGHTING CYCLONE LIGHTING 40 LE NEW POLE AND FOUNDATION O SW 41ST ST SW 43RD ST 30+69.0 32.0' L 47.44123557 -122.2276962 4' 240 240 40 LE z CY55PCP36243RAL0054TX-240- CYM55CP392d FIXED PER RENTON STD PLAN 117.2. RF LIND AVE SW 85+53.5 31.0' R f4' 4' EX ILLUM 40 LED EX 3AL 005TX-240- EX PER RENTON STD PLAN 117.1. O SW 43RD ST 32+12.0 32.0' L 47.44123317 -122.2271191240 14' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P7-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P7-GAL-3-4OW-4K-240- PER RENTON STD PLAN 117.2. FIXED NEW POLE AND FOUNDATION 4' 240 SVC 20 40 LE 47.44392763 -122.2251339 EX 14' 4' EX ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. O m SW 43RD Si 33+56.5 32.0' L 47.44123073 -122.2265345 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-dOW-4K-240- FIXED NEW POLE AND FOUNDATION 47.44123183 -122.2267969 74' 4' 240 ILEUM C 40 LE 14, 4, PER RENTON STD PUN 117.2. ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117. I. CP39T4-RAL9005TX 3 ' 6' L6 SVC 1 120 LED CYCLONE LIGHTING CYCLONE LIGHTING 47.44122972 NEW POLE AND FOUNDATION O 4' SW 43RD ST 34+76.5 32.0' L 47.44122871 -122.2260498 NEW POLE AND FOUNDATION FOUNDATION PER WSDOT 240 CY55PCP36243RAL0054TX-240- CYM55CP392d FIXED ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. 14' 4' PSE ILLUM 40 LED 21.0' LT 3AL 005TX-240- -122.2294242 PER RENTON STD PUN 717.1. EX SVC 2 EX CYCLONE LIGHTING EX NEW POLE AND FOUNDATION L7 6' 35+54.0 SVC 120 LED CYCLONE LIGHTING CYCLONE LIGHTING M55P7-GAL-3-40W-4K-240- 4' FIXED NEW POLE AND FOUNDATION 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. STD PLAN J-28.30. 14' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. O SW 43RD ST 38+15.0 32.0' L 47.44122284 -122.2246831 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION NEW POLE AND FOUNDATION O SW 43RD ST 37+36.5 32.0' L 47.44122432 14' 4' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX FIXED PER RENTON STD PLAN 117.1. SVC 1 CYCLONE LIGHTING NEW POLE AND FOUNDATION O SW 43RD ST LIND AVE SW 81+59.5 46.5' L 47.44157003 -122.2241228 35' 12' 240 40 LE 120 LED CY55P7-GAL-3-12OW-4K-240- --- FIXED ILLUM C ILLUM CP3624-RAL9005TX PER RENTON STD PLAN 117.1. SVC 2 CYCLONE LIGHTING SVC NEW POLE AND FOUNDATION CYCLONE LIGHTING LIND AVE SW NEW POLE AND FOUNDATION O 47.44178888 LIND AVE SW 83+15.5 46.5' L 47.44199759 -122.2241224 35' 12' 240 PER RENTON STD PLAN 717.2. 120 LED CY55Pf-CAL-3-12OW-4K-240- --- FIXED CP3924-RAL9005TX ILLUM CP3624-RAL9005TX PER RENTON STD PLAN 117.1. SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION LI SVC 1 LIND AVE SW CYCLONE LIGHTING 46.5' L 47.44224305 NEW POLE AND FOUNDATION LL 4' LIND AVE S 84+76.0 46.5' L 47.442436]6 -122.2241227 35' 12' 240 120 LED CY55P1-GAL-3-12OW-4K-240- --- FIXED CP3924-RAL9005TX L CP3624-RAL9005TX R TFQf14N4f 1. SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION ®I LIND AVE SW SVC 1 46.5' L CYCLONE LIGHTING -122.224122114' NEW POLE AND FOUNDATIONILLUM O LIND AVE SW 86+43.5.0 46.5' LT 47.44286212 -122.2241219 35' 12' 240 120 LED CY55P7-GAL-3-12OW-4K-240- --- FIXED ILLUM C CP3924-RAL9005TX PER RENTON SiD PLAN 117.2. B CP3624-RAL9005TX PER RENTON STD PUN 717.1. O SVC 2 LIND AVE SW 87+69.0 46.5' L 47.44323990 -122.2241213 35' 12' 240 6.5' 120 LED CYCLONE LIGHTING CY55PI-CAL-3-12OW-4K-240- --- FIXED 240 40 LE CYM55Pf-GAL-3-4OW-4K-240- FIXED ILLUM CP3624-RAL9005TX PER RENTON STD PUN 117.1. CP3924-RAL9005TX S 1 SVC 1 CYCLONE LIGHTING NEW POLE AND FOUNDATION LO LIND AVE SW 88+72.0 46.5' L 47.44352259 -122.2241208 35' 12' 240 120 LED CY55P1-GAL-3-12OW-4K-240- --- FIXED ILLUM CP3624-RAL9005TX PER RENTON STD PLAN 117.1. O LIND AVE SW 89+26.5 35.0' L 47.44367166 -122.2240747 6' 240 SVC 120 LED CYCLONE LIGHTING CY55P7-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-NOW-4K-240- FIXED NEW POLE AND FOUNDATION f4' 4' ILEUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PUN 717.1. LO SW 41ST ST 67+70.0 31.0' R 47.44377047 -122.2248623 6' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P1-GAL-3-8OW-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. O SW 41ST ST 65+32.5 31.0' 47.44377590 -122.2258228 fi' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P1-GAL-3-80W-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. O SW 41ST ST 63+39.0 31.0' R 47.44377931 -122.2266045 6' 240 SVC 80 LED CYCLONE LIGHTING CY55Pf-GAL-3-80W-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION /4' 4' ILEUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX pER RENTON STD PLAN 717.1. 380 SVC 1 80 LED CYCLONE LIGHTING CYCLONE LIGHTING NEW POLE AND FOUNDATION LT SW 41ST ST 61+06.5 31.0' R 47.44378268 -122.2275435 240 CY55P1-GAL-3-80W-4K-240- CYM55Pf-GAL-3-40W-4K-240- FIXED 14' 4' ILEUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX pER RENTON STD PLAN 117.1. O SW 41ST ST 58+97.0 31.0' 47.44378641 -122.2283918 fi' 240 SVC / 80 LED CYCLONE LIGHTING CY55P1-GAL-3-80W-4K-240- CYCLONE LIGHTING CYM55Pf-GAL 4OW-4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILEUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. LY SW 41ST ST 56+99.5 31.0' R 47.44378923 6' 240 SVC f 80 LED CYCLONE LIGHTING CY55Pf-GAL-3-80W-4K-240- CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION -122.2291895 /4' 4' ILEUM 40 LED CPT694-PAI90DITY CP399d-RAI 9DDSTX PER RENTON STD PUN 717.1. LUN. PULL IU ** STREET STATION OFFSET* 88+22.0.0 46.5' LT muun 1. AMU VOLTAG SERVICE/ WA rA L LUm�^��^� r° - BASE COMMENT POLE N0. NUMBER NUMBER 9 STATION OFFSET* T EIGHT LENGTH LENGTH CIRCUIT TYP DISTRIBUTION O.A.E DISTRIBUTION BASE COMMENT IM 2992D SW 43RD ST 27+56.5 34.0' RT 47.44105957 -122.2289607 EX EX SVC 2 EX CYCLONE LIGHTING EX NEW POLE AND FOUNDATION Li SW 43RD ST 27+25.5 32.0' L 47.44124134 -122.2290851 14' 4 240 ILLUM C 40 LE CYM55P7-GAL-3-40W-4K-240- FIXED PER RENTON TO PLAN 717.2. STD PLAN J-28.30.0. ®I 33360 SW 41ST ST 66+52.5 31.0' T 47.44377300 -122.2253385 14' 4' 240 SVC 2 CP3924-RAL9005TX EX FIXED FOUNDATION PER SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION O SW 41ST ST SW 43RD ST 28+54.0 32.0' 47.44123918 -122.2285654 14' 4' 240 ILEUM C 40 LE CYM55P7-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. FOUNDATION PER ILLUM C CP3924-RAL9005TX SW 41ST ST 62+19.5 31.0' R 47.44378099 -122.2270884 14' 4' 240 SVC 2 40 LE SVC 2 CYCLONE LIGHTING E NEW POLE AND FOUNDATION O SW 43RD ST 29+83.0 32.0' L 47.44123702 -122.2280452 14' 4' 240 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED SW 41ST ST 60+06.0 31.0' 47.44378483 -122.2279512 14' 4' 240 SVC 2 40 LE z ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. RF LIND AVE SW 85+53.5 31.0' R ILLUM C -122.2238083 EX 6' ** SVC 2 EX CYCLONE LIGHTING EX NEW POLE AND FOUNDATION L4 SW 43RD ST 31+27.0 32.0' L 47.44123460 -122.2274626 14' 4' 240 ILLUM C 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. -122.2287220 14' 4' 240 SVC 20 40 LE 47.44392763 -122.2251339 EX EX EX EX CP3924-RAL9005TX EX FIXED L5 ILLUM C m SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION O BH SW 43RD ST 32+91.5 32.0' 47.44123183 -122.2267969 74' 4' 240 ILEUM C 40 LE CYM55Pf-GAL-3-40W-4K-240 - FIXED PER RENTON STD PUN 117.2. 240 Svc 2ILLUM 40 LE CP39T4-RAL9005TX L6 O SW 43RD ST 34+16.5 32.0' L 47.44122972 -122.2262921 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION FOUNDATION PER WSDOT ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. STD PLAN J-28.30. RJ PSE SW 41ST ST 56+41.0 21.0' LT 47.44393371 -122.2294242 EX EX SVC 2 EX CYCLONE LIGHTING EX NEW POLE AND FOUNDATION L7 SW 43RD S7 35+54.0 32.0' 47.44122740 -122.2257373 14' 4' 240 ILLUM C 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. STD PLAN J-28.30. CP3924-RAL9005TX SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION O SW 43RD ST 37+36.5 32.0' L 47.44122432 -122.2250004 14' 4' 240 ILLUM C 40 LE CYM55P7-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. CP3924-RAL9005TX O SW 43RD ST 38+94.0 32.0' L 47.44122155 -122.2243634 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55Pf-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON SiD PLAN 117.2. SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION ®1 LIND AVE SW 82+39.5 46.6' 47.44178888 -122.2241224 14' 4' 240 ILLUM C 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 717.2. CP3924-RAL9005TX SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION LI LIND AVE SW 84+05.0 46.5' L 47.44224305 -122.2241228 14' 4' 240 ILLUM C 40 LE CYM55P7-GAL-3-40W-4K-240- FIXED PER RENTON STD PLAN 117.2. CP3924-RAL9005TX SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION ®I LIND AVE SW 85+70.5 46.5' L 47.44269576 -122.224122114' 4' 240 40 LE CYM55Pf-GAL-3-40W-4K-240- FIXED ILLUM C CP3924-RAL9005TX PER RENTON SiD PLAN 117.2. SVC 2 CYCLONE LIGHTING NEW POLE AND FOUNDATION 1 LIND AVE S 87+06.5 6.5' 47.44305255 -122.2241217 14' 4' 240 40 LE CYM55Pf-GAL-3-4OW-4K-240- FIXED CP3924-RAL9005TX S 1 VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. PER RENTON STD PLAN 117.2 NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PUN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PUN 117.2. ILLUMINATION POLE SCHEDULE (RELOCATED LUMINAIRES) LOU. ©1 CONSHOHOCKEN, PA 19428 LIND AVE SW 88+22.0.0 46.5' LT 47.44338549 -122.2241211 14' 4' 240 Svc 2 40 LED m TRANSPORTATION ENGINEERING NORTHWEST POLE NO. NUMBER 9 STATION OFFSET* T 0��.��'�Qil EIGHT LENGTH y0L7AG ILLUM C TYPE DISTRIBUTION BASE COMMENT IM 2992D SW 43RD ST 27+56.5 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED ©i SW 41ST ST 68+93.0 31.0' L 47.44376795 -122.2243665 14' 4' 240 ILLUM C 40 LE STD PLAN J-28.30.0. ®I 33360 SW 41ST ST 66+52.5 31.0' T 47.44377300 -122.2253385 14' 4' 240 SVC 2 40 LE EX FIXED FOUNDATION PER ILLUM C ©1 STD PLAN J-28.30.0. SW 41ST ST 64+15.0 31.0' R 47.44377800 -122.2262966 14' 4' 240 SVC 2 40 LE EX EX EX FIXED FOUNDATION PER ILLUM C ®i SW 41ST ST 62+19.5 31.0' R 47.44378099 -122.2270884 14' 4' 240 SVC 2 40 LE E E F D FOUNDATION PER WSDOT 316440 ILEUM C ®I SW 41ST ST 60+06.0 31.0' 47.44378483 -122.2279512 14' 4' 240 SVC 2 40 LE z RF LIND AVE SW 85+53.5 31.0' R ILLUM C -122.2238083 EX 6' ** EX EX EX EX FIXED R S 165630 ® SW 41ST ST 58+15.0 31.0' R 47.44378735 -122.2287220 14' 4' 240 SVC 20 40 LE 47.44392763 -122.2251339 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT W ILLUM C m STD PLAN J-28.30. BH 3638D SW 4157 ST m 20.5' LT Q -122.2266426 SW 41ST ST 56+45.0 31.0' 47.44379005 -122.2294092 14' 4' 240 Svc 2ILLUM 40 LE C O 3636D S/OFFSETS ARE APPROXIMATE. CONTRACTOR SHAL ENGINEER PRIOR TO IMPLEMENTING. POLE 59+89.5 BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PUN 124. 47.443930/1 ** POLE ID NUMBERING TO BE PROVIDED BY CITY AT TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. EX CALL 2 WORKING DAYS EX BEFORE YOU DIG: EX z 811 FOUNDATION PER WSDOT VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. PER RENTON STD PLAN 117.2 NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PUN 117.2. NEW POLE AND FOUNDATION PER RENTON STD PUN 117.2. ILLUMINATION POLE SCHEDULE (RELOCATED LUMINAIRES) LOU. POLE IDSTREET CONSHOHOCKEN, PA 19428 '• WASb C,t CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER MOUNT. ARM FW SERVICE WATTAGE LUMINAIRE TYPE - IST G? TRANSPORTATION ENGINEERING NORTHWEST POLE NO. NUMBER 9 STATION OFFSET* T 0��.��'�Qil EIGHT LENGTH y0L7AG CIRCUIT TYPE DISTRIBUTION BASE COMMENT IM 2992D SW 43RD ST 27+56.5 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED FOUNDATION PER STD PLAN J-28.30.0. RB 33360 SW 43RD ST 29+51.5 34.0' RT 47.44105678 -122.2281]25 EX 8' www EX EX 138 *** EX FIXED FOUNDATION PER STD PLAN J-28.30.0. O 2993D SW 43RD ST 31+63.0 34.0' RT 47.44105321 -122.2273187 EX EX EX EX EX EX FIXED FOUNDATION PER STD PLAN J -PER 0.WSDOT BD --,F 5 W R S 4"9 Zo 7 446 - 2 9 E E E E F D FOUNDATION PER WSDOT 316440 FOUNDATION PER WSDOT .165630 RF LIND AVE SW 85+53.5 31.0' R 7.44264895 -122.2238083 EX 6' ** EX EX EX EX FIXED R S 165630 STD PLAN J-28.30. O 3640D SW 4157 ST 67+03.0 26.0' LT 47.44392763 -122.2251339 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT W STD PLAN J-28.30. BH 3638D SW 4157 ST 63+29.5 20.5' LT 47.44392043 -122.2266426 EX EX EX EX EX EX FIXED W FOUNDATION PER WSDOT STD PLAN J-28.30. O 3636D SW 41ST ST 59+89.5 22.0' LT 47.443930/1 -122.2280149 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. RJ PSE SW 41ST ST 56+41.0 21.0' LT 47.44393371 -122.2294242 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT SUR6073 STD PLAN J-28.30. if STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALYCONFIRN'AMSTMENTS WITH ENGINEER PRIOR TO IMPLEMENTING. POLES WITHIN PLANTER STRIP SHALL BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PLAN 124. ** REPLACE EXISTING ARM WITH NEW ARM. NEW ARM SHALL MATCH ARMS OF ADJACENT POLES. *** REPLACE EXISTING LUMINAIRE FIXTURE. NEW LUMINAIRE FIXTURES SHALL MATCH LUMINAIRES OF ADJACENT POLES. CHECKED FOR COWI JANCE TO CITY 8TANDARD8 Date Date - Date - IKEA PROPERTY INC dER T 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• WASb C,t CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER T P: (610) 834-0180; C. 303-549-4623 FW E: DWGHTSLATONO EA COM 3!563 O IST G? TRANSPORTATION ENGINEERING NORTHWEST foAL F'� 11400 SE 8TH STREET, SURE 200 9 BELLNUE, WA 98004 COWACT: GLEN DuBREUIL 0��.��'�Qil P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN POLE SCHEDLES 19 T E N W IKEA REDEVELOPMENT, RENTON, V Transportation EngineenngNorthWest 0®u>® TDR Twpoe "Plennlni i orgiw IR1fI1 nt0,11A0M DATE 09/21/2017 fiENa U15001'. T-384717 QD N s ir w W d II e C w 0 9 ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON—SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT—OF—WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48—HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 12. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LIMITED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 13. EXISTING ILLUMINATION SYSTEM SHALL REMAIN OPERATIONAL UNTIL SUCH TIME THAT NEW ILLUMINATION SYSTEM IS OPERATIONAL. MAXIMUM DOWN TIME FOR SWITCHOVER TO THE NEW SYSTEM SHALL BE 24 HOURS. ILLUMINATION CONSTRUCTION NOTES OINSTALL FOUNDATION, POLE, TWO LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET ILI.06, AND PER CITY OF RENTON STANDARD PLANS 117.1, 117.3, 119, 120, 121, & J013. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET I0.06, AND PER CITY OF RENTON STANDARD PLANS 117.2, 117.3, 119, 120, & 121 & J013. OINSTALL FOUNDATION AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL1.06, AND PER CITY OF RENTON STANDARD PLANS 115, 119, 120, 121 & J013 AND WSDOT STANDARD PLAN J-28.30. RELOCATE EXISTING ILLUMINATION POLE TO NEW FOUNDATION. CONTRACTOR SHALL VERIFY BOLT PATTER PRIOR TO POURING FOUNDATION. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET I0.06, AND PER CITY OF RENTON STANDARD PLANS 117.1, 117.3, 119, 120, 121, & J013. O5 POWER SOURCE CONNECTION POINT UNKNOWN AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL ASSUME APPROXIMATELY 500 FEET OF TRENCHING TO POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 1201240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE'S TRANSPORTATION'S MAINT. ASST. MANAGER (ERIC CUTSHALL) AT 425-430-7423 FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL r OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STD PLANS 126.1 AND 126.2. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. POWER SOURCE FOR NEW SERVICE CABINET SHALL BE FROM THE SAME SOURCE THE EXISTING/REMOVED SERVICE CABINET DRAWS POWER FROM. CONTRACTOR SHALL LEAVE SUFFICIENT SLACK IN CONDUCTOR FOR FINAL CONNECTION. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 8O REMOVE EXISTING SERVICE CABINET AND FOUNDATION. FILL AND COMPACT VOID. OREMOVE EXISTING TYPE III SIGNAL STANDARD. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. RETURN SALVAGED POLE TO THE CITY OF RENTON. f0 SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J013. 11 INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS PER CITY OF RENTON STANDARD PLAN J013. 12 REMOVE EXISTING JUNCTION BOX. REPLACE WITH NEW TRAFFIC BEARING JUNCTION BOX TYPE 4 PER WSDOT STANDARD PLAN J-40.20-02. JUNCTION BOX SHALL HAVE SKID RESISTANT LID. 13 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION AT LOCATION SHOWN. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 14 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION ON SW 43RD STREET (SEE POLE ID 'RB', STA. 29+51.5, 34.0' RT). REMOVE FOUNDATION. FILL AND COMPACT VOID. SEE ILLUMINATION CONSTRUCTION NOTE 19. REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. CIRCUIT i6 REMOVE EXISTING JUNCTION BOX AND CONCRETE PAD. FILL AND COMPACT VOIDS. Q ILLUM A 17 REMOVE EXISTING Z IL ILLUM C 0 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP SIGNAL 2P-20 AMP Oa CHECKED FOR COI.,PLJANCE TO CRY BTANDARDB Date Date Date Date w CIRCUIT TEN W Transportation EngineeringNIp��1 w, "Nanmw i o= roam= nnom,n m fe Q W LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. Z 0 CONTINUES ON aIECK® GMD APPB04ID arc �p-. 5 Z p W RELOCATED FROM Z J 20 CL Ja CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. CORNER OF SW O W COJ 41ST ST AND LIND AVE SW > Q O W F Z cl Z O cr ir LL Q W Y w 0 9 ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON—SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT—OF—WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48—HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 12. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LIMITED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 13. EXISTING ILLUMINATION SYSTEM SHALL REMAIN OPERATIONAL UNTIL SUCH TIME THAT NEW ILLUMINATION SYSTEM IS OPERATIONAL. MAXIMUM DOWN TIME FOR SWITCHOVER TO THE NEW SYSTEM SHALL BE 24 HOURS. ILLUMINATION CONSTRUCTION NOTES OINSTALL FOUNDATION, POLE, TWO LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET ILI.06, AND PER CITY OF RENTON STANDARD PLANS 117.1, 117.3, 119, 120, 121, & J013. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET I0.06, AND PER CITY OF RENTON STANDARD PLANS 117.2, 117.3, 119, 120, & 121 & J013. OINSTALL FOUNDATION AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL1.06, AND PER CITY OF RENTON STANDARD PLANS 115, 119, 120, 121 & J013 AND WSDOT STANDARD PLAN J-28.30. RELOCATE EXISTING ILLUMINATION POLE TO NEW FOUNDATION. CONTRACTOR SHALL VERIFY BOLT PATTER PRIOR TO POURING FOUNDATION. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET I0.06, AND PER CITY OF RENTON STANDARD PLANS 117.1, 117.3, 119, 120, 121, & J013. O5 POWER SOURCE CONNECTION POINT UNKNOWN AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL ASSUME APPROXIMATELY 500 FEET OF TRENCHING TO POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 1201240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE'S TRANSPORTATION'S MAINT. ASST. MANAGER (ERIC CUTSHALL) AT 425-430-7423 FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL r OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STD PLANS 126.1 AND 126.2. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. POWER SOURCE FOR NEW SERVICE CABINET SHALL BE FROM THE SAME SOURCE THE EXISTING/REMOVED SERVICE CABINET DRAWS POWER FROM. CONTRACTOR SHALL LEAVE SUFFICIENT SLACK IN CONDUCTOR FOR FINAL CONNECTION. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 8O REMOVE EXISTING SERVICE CABINET AND FOUNDATION. FILL AND COMPACT VOID. OREMOVE EXISTING TYPE III SIGNAL STANDARD. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. RETURN SALVAGED POLE TO THE CITY OF RENTON. f0 SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J013. 11 INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS PER CITY OF RENTON STANDARD PLAN J013. 12 REMOVE EXISTING JUNCTION BOX. REPLACE WITH NEW TRAFFIC BEARING JUNCTION BOX TYPE 4 PER WSDOT STANDARD PLAN J-40.20-02. JUNCTION BOX SHALL HAVE SKID RESISTANT LID. 13 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION AT LOCATION SHOWN. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 14 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION ON SW 43RD STREET (SEE POLE ID 'RB', STA. 29+51.5, 34.0' RT). REMOVE FOUNDATION. FILL AND COMPACT VOID. SEE ILLUMINATION CONSTRUCTION NOTE 19. REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. CALL 2 WORKING DAYS BEFORE YOU DIG: z 811 SERVICE 1 BREAKER SCHEDULE CIRCUIT i6 REMOVE EXISTING JUNCTION BOX AND CONCRETE PAD. FILL AND COMPACT VOIDS. --- ILLUM A 17 REMOVE EXISTING CONDUCTORS. ABANDON EXISTING CONDUIT. z ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP SIGNAL 2P-20 AMP 30 AMP CHECKED FOR COI.,PLJANCE TO CRY BTANDARDB Date Date Date Date ,�pQHER T S e� 0� pf WA <91, C,t 4, I p•N Fw a RF 3563 �,0 2`� �g SISTER Ci S2oNpL f'� 21,pO11 O� CIRCUIT TEN W Transportation EngineeringNIp��1 w, "Nanmw i o= roam= nnom,n m fe EXISTING STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. HLBNa U1500126 eaAlE CONTINUES ON aIECK® GMD APPB04ID arc �p-. 5 7 >31�r aF 10 ITO 19 RELOCATED FROM LIND AVE SW. SEE ILLUMINATION CONSTRUCTION NOTE 14. SW 41ST 20 EXISTING SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG: z 811 SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP SIGNAL 2P-20 AMP 30 AMP SERVICE 2 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP ILLUM A ILLUM B ILLUM C ILLUM D SPAR ILLUM A ILLUMINATION WIRING DIAGRAM B CITY OF RENTON ILLUM C iE D SIGNAL EX RJ E RI E RG EX by: by: by: by: CHECKED FOR COI.,PLJANCE TO CRY BTANDARDB Date Date Date Date ,�pQHER T S e� 0� pf WA <91, C,t 4, I p•N Fw a RF 3563 �,0 2`� �g SISTER Ci S2oNpL f'� 21,pO11 O� CIRCUIT TEN W Transportation EngineeringNIp��1 w, "Nanmw i o= roam= nnom,n m FRONTAGE ILLUMINATION PLAN NOTES AND DETAILS IKEA REDEVELOPMENT, RENTON, WI TDR mm TOR MTE 09/21/2017 HLBNa U1500126 eaAlE CONTINUES ON aIECK® GMD APPB04ID arc �p-. 5 7 >31�r aF 10 ITO EX SERVICE CABINET SW 41ST ST SW 41ST ST IAT SE CORNER OF SW 41ST ST AND LIND AVE SW L2 LV LU I LT i LS I OR I LO 1 SERVICE 2 9LIJ C r �c LOU Q 1 z RF J LL IAN N SERVICE 1 LI NOT TO SCALE � RE 1 E W i" U L7 LB L2 LC L3 LD L4 LE LS LF L6 LG L7 LH L8 LI L9 EXCIRCUIT TO SERVICE CABINET EX AT SE CORNER OF CONTINUES ON SW 43RD ST AND SW 43RD ST SW 43RD ST 80TH AVE S EX RA RB RC EX RD EX EX EX ILLUM A ILLUM B ILLUM C ILLUM D SPAR ILLUM A ILLUM B CITY OF RENTON ILLUM C ILLUM D SIGNAL T-384718 0 z O i LLI U m CITY OF RENTON OWNER/DEVELOPER IKEA PROPERLY INC CJEPARTMENT OF PUBLIC WORKS VERTICAL DATURA CITY OF RENTON, NAVD 88 BENCHMARK. CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Approved Approved Approved roved by: by: by: by: CHECKED FOR COI.,PLJANCE TO CRY BTANDARDB Date Date Date Date ,�pQHER T S e� 0� pf WA <91, C,t 4, I p•N Fw a RF 3563 �,0 2`� �g SISTER Ci S2oNpL f'� 21,pO11 O� 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C. 303-549-4623 E DWCHTSLATONOKEACOM ENGINEER: TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLNUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM TEN W Transportation EngineeringNIp��1 w, "Nanmw i o= roam= nnom,n m FRONTAGE ILLUMINATION PLAN NOTES AND DETAILS IKEA REDEVELOPMENT, RENTON, WI TDR mm TOR MTE 09/21/2017 HLBNa U1500126 eaAlE f8D Ba01K-PM aIECK® GMD APPB04ID arc �p-. 5 7 >31�r aF 10 T-384718 0 z O i LLI U m 0 a 9 O N D PMTI11 ARM Z EL mMP Q DO 0 ALL ER WA` BE TUESDAY — GUAM ME w — AA mim SAMOAN YP"O (BY DOMINICA NAMoAxu Z AXEI Pous mWUDL�I Ru smsum FZ O TRANSPORTATION ENGINEERING NORTHWEST w USA ~ lm cr u ' Eu SUSS INS) 61 EXTRA BASE PLATE DEIAE c END USSR) la`APm IEwu). PElxX Z U) F- E IE:: N.ND iNOrto r01 sErnw M . D CEO w 11°"r�. swu - LD I. AD �Q #i OARS POOR D w I� SSI L (LORIMAR ATTRACT. WARSAWDO CENTER OAST wCL luw J D O Fit MCAMar w `` I M�\/�//(/ 14 s OA Po:T NMN ULH FRANCE/ �J ANCHOR MT w a YE RURAL WACRE1 WN_ _ F µTA BOND AND SAW TV w 55 MIND BEARD Z OPERA IN 11 SUL S OW PAUL Q Or GOODMAN BANNER BORMALT O D v EE PC nm w AWARNER TO WE RTS N TO LEASEPLC \ e INSTALLED Y LLL Nus Ji WFUNFER ITT) Q OF ME BACKFILLteury LU LOU lit Y C WGROU AN 0 a 9 O N D PMTI11 ARM CUT MONTE SO, mMP a DO 0 ALL ER WA` BE TUESDAY — GUAM ME w — AA mim SAMOAN YP"O (BY DOMINICA NAMoAxu �E, AXEI Pous mWUDL�I Ru smsum FZ /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST aiws -' / AR n w°kEFUS AZT. :'y USA CUT lm c vglVq IIMx°rt ' Eu SUSS INS) 61 EXTRA BASE PLATE DEIAE c 0 a 9 O N D PMTI11 ARM CUT MONTE SO, DIAL SLOPE MYux a CHANCERY AND UN '• WAS/y C,t CENTER CONGUIT ALL ER WA` BE TUESDAY — GUAM ME w — AA mim SAMOAN YP"O (BY DOMINICA NAMoAxu OLIVER AXEI Pous mWUDL�I Ru smsum E STYLE MD a ° ' A°STW°v /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST aiws -' / AR n w°kEFUS AZT. :'y 11400 SE STH STREET, SUITE 200 °ry .� �Wb xcNxA YP MAL MEN T mx DRIMS e BkA vglVq IIMx°rt ' Eu SUSS INS) 61 EXTRA BASE PLATE DEIAE P: (425) 250-0582; G (206) 295-6776 END USSR) la`APm IEwu). PElxX FFG .� AM MT "ASS T E IE:: N.ND iNOrto r01 sErnw M . D CEO w 11°"r�. swu - LD I. AD _ ,6 _ 9 SANTA SEE AN PLAIN #i OARS POOR D ••• WWNAL SEMAK MEAT I� SSI L (LORIMAR ATTRACT. WARSAWDO CENTER OAST Ru SPE luw 0 UEN WORD @TREE WHO�� I 1 MONTE S `` I M�\/�//(/ 14 s OA Po:T NMN ULH FRANCE/ �J ANCHOR MT ) LOa YE RURAL WACRE1 WN_ _ HOLES O 12'P µTA BOND AND SAW TV IES FOUNDATION scra 55 MIND BEARD OPERA IN 11 SUL S OW PAUL Or GOODMAN BANNER BORMALT TAIPEI 2 c PEs COLECO IN D v EE PC nm ACARTABLE STAINLESS STEEL ON AWARNER TO WE RTS N TO LEASEPLC \ e INSTALLED Y RCRAND ICTUHIT Nus Ji WFUNFER ITT) OF ME BACKFILLteury LOU lit q 'x 1 1 WGROU AN MAXWELIT PRORE ON DRAIN - EARLYSPAT iOAA IN FOUNDAUVAN DETAILS St 12D 277V THAI PU—o LAND UNNIDN'W EF DRINER AM FLAT FLIES INS wCAML, D W EST DR' HER SMALL BE UNFAIR .CT N xre2 £Ps INTEARAL TO BE LATER AM.IEA'F 1 CUM PILL ARM I POP ANSI NOT �A SEE PLAN ,O kSI�Y ENX!; 7— ,/z SLR LIPS A SIZE TO LIANUMNE FOR STRUT UPIGHT in J STANDARD DECAL REFUSE BOLT TEMPLATE DEAL NUEEMANG SEPAL N1 2711 —N REFER THE CITTLY Of R ARTHUR ART 4 TOM k UP KNEW 510 PAR GINU ATION TV TRIP T 2 ulxaB[S ARE SENATE AT DO 1 114 TAX HUE IT BASEWATER ) 40 -or ARM4ARE PLENTED axiRS s RW, PER l I ARE SPEDA, lle SRP RAT PULL «W IN W ABUSE WAPTBPrtnT2 AME ANCHOR BO T ASSISI Y META BULL :E /NA HEF/M NI MARC NO D ENT4IW OCCN PwA[WPoOND RAMM °M BASE ' b AM vo INSTANT AM v BEAT LEARN �uRE)ED By ME MEA INWF TOM SHE ExAAI TKAI = 1 RIP NAME 81 T A, SMALL 16A FILL m°NOUCH 9Pµ2, SAO d" SUIT AM AM N POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET SPIN PLAN - 117.1 a • PUBLIC WORKS DECORATIVE ROA DWAY LUMINAIRE POLE RD BTG DEPARTMENT DETAILS $(tE'Z ).4 D AP STREET LIGHT PI JUNCTION BOOR PLAN VIEW 1 4" DEEP AT . z ° SIDE VIEW LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOL CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS CONCRETE PAD DETAILS STID FRANK - 120 DEPARTMENT r5;�C R CALL 2 WORKING DAYS BEFORE YOU DIG: c 811 PART �EUICA� ]PoOyf - Pi N ALL ANN D s PRIMED AND MARCH SCALLE) Wu wueRrsT A CASH lev "ELL D , UM )EUROPE L WE AT DIF OFRNx Xarzo a vLAA1 Xwlu uI 06 RAa D PAL minaww 30 05 RAW ORIENTATION LOCATIONTRU�9D 2 . CEMENT UNLESS AIAILW Y M CUT MONTE SO, R"vx N SAN CONSHOHOCKEN, PA 19428 '• WAS/y C,t CENTER CONGUIT (BB� ) CONSTRUCTION MANAGER IN FULL MANUFACTURER OLIVER E: DWGHTSLATONOKEA COM SHALL WENDY SOUP /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST 2225 11400 SE STH STREET, SUITE 200 9 Me SOME LED UWARF T mx DRIMS e BkA L R0.REAL (MITUAR PER PLAW AM P: (425) 250-0582; G (206) 295-6776 TOP 120 Z17Y MIAMI ru. FFG ADS SX SE T [AM AM MT "ASS T E IE:: ANCLONE VOUAMARMS 38 9H PLANS ME MAKER I CLAM FELL N FAA GERALD 3/4 11 Vi Ru SPE 1 6 AN SEEM SPEECH YSTAN WORD AFOR BY CITY ECH ANTIGUA RAD 121 Uwnji WOMAN ROTOR 55 MIND BEARD OPERA IN 11 SUL S OW PAUL THICKNESS AL�um FLONS Al UP COAR - INSTALL ARCANE NEXT USERS(MED OF ME BACKFILLteury uMODvxF AWTµ N HOY' s i' INPUTINSTALL PRORE ON DRAIN CY127 EARLYSPAT IN FOUNDAUVAN DETAILS 2 TO USE WE TH15 SWEET AIAILW Y M B/" R"vx N SAN CONSHOHOCKEN, PA 19428 '• WAS/y C,t CENTER CONGUIT (BB� ) CONSTRUCTION MANAGER IN FULL MANUFACTURER (W E: DWGHTSLATONOKEA COM SHALL WENDY SOUP /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST IS 11 DIR aT 11400 SE STH STREET, SUITE 200 9 CIRCLE T mx DRIMS e BkA L R0.REAL 0��.��ARA P: (425) 250-0582; G (206) 295-6776 ,T MOWS. 12 FFG ADS SX SE T [AM CLAWAN°MODIFY E IE:: SURE POPE TO 38 9H PLANS A Mr 3/4 11 Vi 1 6 AN SEEM WORD USUAL 1 55 MIND BEARD _ NUMMUCH OR THE R BACKFILLteury N HOY' s i' EARLYSPAT 2 TO USE 1 —ACT - 1 FOUNDATION ORAL I SIF IRA E TT 1/4 SEEL SAM SELL CIRCLE FAA SIZE TO LIANUMNE MASS PLAN REFUSE BOLT TEMPLATE DEAL V I T ARTHUR ART 4 TOM k UP (TV1 I HEX UP SED (6 Ai PEI APPLY BOLT) axiRS s RW, PER ANCHOR T T ANCHOR BO T ASSISI Y META POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PIAN - 1122 DEPARTMENT I • PUBLIC WORKS DECORATIVE PEDESTRIAN LUMIMP POLE • AP RO DETAILS [ S INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50- F OR ABOVE. �� NUMBERING EXAMPLES MOUN ING HEIGHT 15 FEET PLAN VIEW 1-I�3/C TO 2" I 211 Ta [©]2 7/8' 2-1/2' ID 3" DECAL. REFTECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND PUBLIC WORKS I STREET LIGHT STANDARD DEPARTMENT DECAL NUMBERING SYSTEM VERTICAL DATURA CITY OF RENTON, NAVD 88 BENCHMARK: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LED TYPE WATTAGE SID. MAN - In vY FOUNT ALL FOIST) 75 B 155F 3 OF VIA RATE AT AT i $� i E4 CITICORP ELTURAMARE OEMM LEMON) OF AD A- ED DOLE LAMOSPE ANN LENGTH) 45 R AN IT T .„ (TURMOIL SAM TENCTx)PIT IIA - -I OF IF MY LI _ . W HERE — 3/4" - 1 1/2" DIAMETER WIREWAY O BCDnaAVKa•,1aaaDni LUCRATIVE LGM NAIL' LUMINAIRE ARM MOUNTING SRACNET DETAILS PUBLIC WORKS LUMINAIRE AMM AND MOUNTING STD PLAN - 1123 DEPARTMENT DRAGNET DETAILS _ _ �E B/" R"vx N SAN CONSHOHOCKEN, PA 19428 '• WAS/y C,t 4 (BB� ) CONSTRUCTION MANAGER R MANUFACTURER (W E: DWGHTSLATONOKEA COM SHALL WENDY SOUP /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST ALL THE KAY 11400 SE STH STREET, SUITE 200 9 A�Po I L R0.REAL 0��.��ARA P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM CLAWAN°MODIFY LUMW c CU DS WTO 38 LUCRATIVE LGM NAIL' LUMINAIRE ARM MOUNTING SRACNET DETAILS PUBLIC WORKS LUMINAIRE AMM AND MOUNTING STD PLAN - 1123 DEPARTMENT DRAGNET DETAILS _ _ �E OWAY eD WAIN UNE To' ART CI£ARM'CE SROM DRIKWAY ALTERNATE PLAN VIEW TYPICAL STREET LIGHT FOUNDATION LOCATION ALTERNATE STREET CROSS SECTION PUBLIC WORKS I LIGHT BASE AND JUNCTION BOX DEPARTMENT LOCATION CHECKED FOR COMIGNUANCE TO CRY STANDARDS Date Date — Date— IKEA PROPERTY INC dER j B/" TOA. caxc. P.D CONSHOHOCKEN, PA 19428 '• WAS/y C,t CONTACT: DWIGHT E. ELSTON CONSTRUCTION MANAGER R P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATONOKEA COM CAUSmRB /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST M 11400 SE STH STREET, SUITE 200 9 BELLEVUE, We 98004 I L R0.REAL 0��.��ARA P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM CURB OWAY eD WAIN UNE To' ART CI£ARM'CE SROM DRIKWAY ALTERNATE PLAN VIEW TYPICAL STREET LIGHT FOUNDATION LOCATION ALTERNATE STREET CROSS SECTION PUBLIC WORKS I LIGHT BASE AND JUNCTION BOX DEPARTMENT LOCATION CHECKED FOR COMIGNUANCE TO CRY STANDARDS Date Date — Date— IKEA PROPERTY INC dER j 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• WAS/y C,t CONTACT: DWIGHT E. ELSTON CONSTRUCTION MANAGER R P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATONOKEA COM O /STIR G? IST TRANSPORTATION ENGINEERING NORTHWEST )NAL F'� 11400 SE STH STREET, SUITE 200 9 BELLEVUE, We 98004 I COMACT: GLEN DIABREUIL 0��.��ARA P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM FROM ELSE MWEER MY MATTHEW WIN NO OUGHT GROUND THESE FEES URGE DIDECONNECT TO LUMINMRE OFF ARP RAN ..PEO -P, ARM TO MASON LACRING PC X° PE.P. DB PWAL AM IN A PRPU.P LDP TAX TI MOR AWND WP NaE,EOLIMA FUTHE KEEP LUMMA� FEES PwILI' STM DRAxxxoTE GARSOLUT INA OF CONFLICTS FOUMAMM TV muR�F MADA?B ON ALLEMFu Im UP n LESPECTSAY CAB. TOA ttSfEW.Wt ;L ETE PAD BY � �� N. MOU DEQ II o u PIE FROM SEa NCE CABINET /f STSiEu 2-AATICSM TO CONTEA AS KOHL) PEWAE N AM PUT CONCRETE —YA SE STO AN USA ASCII CLArWNPAMEW MPKR GROUNDEPP NOTES L EQUIPMENT GROUND GONE @ BARE WARE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING AT GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2, IF THE FIXTURE MANUFACTURER HAS MADE PRONSION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WARE OF THE SAME SIZE SHALL BE RUN FROM THE MIXTURE TO THE GROUND LUG IN51DE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A M8 GREEN INSULATED WRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. M. MIN - 118 a PUBLIC WORKS TITIOAL LIGHTING APPROVPA'. 6 a DEPARTMENT UNDERGROUND MTMTEIR DIAMETER = ]/8= ]/8" 1/4• LOAD FUSE LINE 1/4" 1/8" CUT➢NG RINGS FUSE KIT � EPDXY FILL SPLICE KIT PUSS KIT & SPLICE ATT DETA MASON TBT DAM CLE/04 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION PLAN DETAILS 19 T E N W IKEA REDEVELOPMENT, RENTON, V Transportation EngineeringNorthWest G�� TDR TmrcPA MI Favi I DENNIS RIA 11 n w&0011HOM DATE 09/21/2017 PEEND U15001'. T-384719 QD N 4s TJ ir (L NN V Z O AN) w U m lENI St 00 C'7 I PNS F•�I o_ Kp s — N 0 SIZE AS REOUIREO wit Exw. AREA ' PURSUE ESSEX RAMOR ENS ETE Q 0.188 WALL BRACKET 8 IF oitL hMxn cSAN SLEACK aws m � oe� S 1N/O nxm NAMBUe•" AN NNE Z ALUM. ALLOY 6063-T6 AND - NMESM M Q 4_1/2" �m S ENNG ^J Z O.D. 2' NJP.. vSOLE 441 °"422 /S Awc A6 Awc 4Y O pyyLyey O 5 N GxD 5'-9' RADIUS RD Z Z 1/2' ENO LOCKBOLi SIZE TO ITT SIZE TO IT Ei OW GR. 18-8 S.S. � cnewa NAMINrT cr RUSH -2 •.>�' u Q JOINT . _= I== _-------- 1mrzE __ Z ~ O.D. 2 - _ - �m%z ct iwioma Jz ---------- _ — COMMULE W �� w. m MST .m� amm RATE)te. NEwNnE unD an J W FRONT MEW SDE MEN e A elaxNO J CL f BE, — 0 O < �°�' uNaNa s7 I .a-�NvwN��li l.._ W J TAPERED ALUM. POLE 0168 „pti p 111 1 a o sRrfi VONT coxTLnm FOUNDATION! }`R �E 'qNO "WALL ALLOTb063-T6 -"- i v Q SATIN GROUND FINISH _ `' SEES, NAE m= 21 AREA I WA �—�. Q25 0 MI NI1 -00.. ....e e„ WE OTHERM 30, ME ED ALL ry sp ¢ LESS EL SE O W 3. 3s G' ,ON.NN•�w....,.,-... u,e,.e...e.m".,. LEFT SIDE FRONT VIEW I a zr_3. LL Q 33._3. pl.m. e.e �e N.me Y W_ sk....S - :<. xeoO INSEL 1. E." m•••NBNI •-- .- sY NOTE LOAD CURRENT FOR ALL BREAKER NOT TO w SHAFT NISSAN ANN. a NISSANm..n. uiuum.m EXCEED 809. OF BREAKER AMPERAGE I �,I, t� m vvn mni p' J mn• A. ,n m"un. u m NNAL, nNCLDeaRE CD 1. FREE A N ALL L■L__,i1 MEN, MULL zw SEE I WE rn Al. wenn t: 2.: enm TK amm.0 pimnv er,a ¢ E �"°"�''"ai nen a N' umn. Inas ewx po• VHE v wm¢ m,ma. ,"FLEC,,al wml FULL ME "I Euro w eum awuvw 151 HANOHOLE 4"x6" OPENING • uw we..rm MAN N..mi.'N.� w '6 .� , •nNnn W/COVER AND S.S. SCREWS 8" OU. I.� "r mrN sOEE =DINT+A•^mx.e N.��e..... "• I. b1 pw.ww A..w.. �. LAMIMMWERMAN ANNE BERAL Y 0 BASE FLANGE ALLOY 35fi-T6 WITH �I TEA RAN 0 GROUNO WG ' • BASE PLAN +ro m y Y BOLT COVERS h SG SCREWS1p-e I a O 3 L IN Ar ME �11-1 /4" 50. . a �E - N; 1" TO 12' DIA. BOLT F W CIRCLE �� 4 1/2" OF BOLT ABOVE H 4" CONCRETE AAO FINISHED GRADE `../AN RAN VIEW PI AN Ac (4) 1"x42" DEC TEEL c d1LNrTruNeanorl esTTmv each xnanox .. - ANCHOR POTTS AS TS a yj CONTROLLER MOUNT Em J m AND WASHERS • J_ P a" SID. PLAN - 128.3 oil PUBLIC WORKS CABINET FOUNDATION DETAILS aOve 1 1 8f0. 1RAR - 318 'lMll'IM` a PUBLIC WORKS STANDARD 25'-40'DAVIT POLE �. DEPARTMENT CIL E DEPARTMENT I I� 7 S a !m s 5p 6 CONCRETE SEREAO FOOTING §¢4 2k� S, BOSSE ROONIM OLE FUTE.PND>Ncxw FSpUFA POLE � ='y' NNNFACIUHR is XB CgR RETE %FA USED FOR POLES ON THE E SOUTH SIDE OF SW 43RD - - AMC - POLES RA, RD, RC k RD. APPROVED BY THE ptl g3¢@ CITY. It 60 sa 40 GOm0Go a vv v a N f N w p N N m N 06 t0 Ot 9' 0' iAYRNN9 (B)MYES 3,pflyµK� 19 Of Of m O m SE m DDAgS 911EF pAy H U UA 4 Y ` �(1%R FAUYmY TOP MIDBDTTpp `� i"CLEAR BOTTOM / \i FOOTING DETAIL r0 --I RELOCATED SITE LIGHTS W-1-0 z O 0.D4TON, WABHINGTW V1 AwNNr w Sxemnx Con.oltda o ofCW 1panoasconMMft4U9N me &TEST yt x 0C CEowingSSK-01 AorSW491Y81 W114NI10 REV.062N-YMB OWNER/DEVELOPER CITY OF RENTON m N.. N..mlp..n FDUNwnoN DETAIL DEPARTMENT OF PUBLIC WORKS O O IKEA PROPERTY INC N M z HER T ago ALAN wo0o RonO S B� CONSHOHOCKEN, PA 19428 O C> C) �SOf WASiy C,t CONTACT: DWIGHT E. SEATON FRONTAGE ILLUMINATION PLAN LEE z z a VERTICAL DATIJI.k CHECKED FOR COIL,PLIANCE CONSTRUCTION MANAGER DETAILS 0 0 o m CIN OF RENTON, BASED 88 TO CRY STANDARDS I P: (610) 834-0160; C. 303-549-9623 T E N W N yt U1 Approved by: Date p•v' Fw E: DWGHTBLATONBIKEACOM IKEA REDEVELOPMENT, RENTON, WA. CALL 2 WORKING DAYS BENCHMARK; RF 3563 0 2 ENGINEER Transportation Enggiineenng�NorthWezl p�� TDR K CL Of tt CITY OF RENTON CONTROL Approved by: Date �g Ot STER Cid TRANSPORTATION ENGINEERING NORTHWEST No. lNnn.Umre En= IMS1, onowmn DATE 09/21/2017 SEES No. U15001266 BEFORE YOU DIG: S7oNAA-L c� 11400 BE 8TH STREET, SUITE SLID DgpyAl TOR POINT NO. 1864 WAS HELD Approved by: Date BELLEVUE, WA 98004 cHiSc ® GMD OCALE Fan N n o p FOR ELEVATION, BEING p1Qi� CONTACT: GLEN DeBREUIL Bpq�PAaE_ Z 011 C�"p �� P: (425) 250-0582; G (206) 295-6776 Appip.,gp 19.488 FEET (NAVD88) roved b: Date Q E: DUBREUILOTENW.COM DIRECTOR rc nam•ONKS �T 9 cri M -P I rFs I I O ' O O � I raA AxeNnaed nM+nl DOUBLENUJAMO J'WABXE IYATE.9•G!£ARBDIIpM N011N0. "..]DONATOR N s SPIN mile w � ExrsTYDPDL�1. I I ISIM RDNIDIIB T-384720 0 Z O i W U m 00 M I O Co a 0 O L0 0 SP -I 320 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8.20,2(1) Equipment List and Drawings Paragraph four of Section 8-201 is deleted and replaced as (allows The Contractor shall submit for approval an sets of shop drawings far each of Me following typos astandards rated for on This projecb 1. Light standards with or without pre -approved Plans. Paragraph five of Section 8-20.2(1) is deleted. 81 Foundations Section 8-20.3(4) is revised and supplemented as follows: The anchor halts shall match that of Me device to be installed thereon. Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compassed to 95 percent of the material's maximum density. Before placing the concrete the Contractor shall block-out around any other underground carries that Ile In the excavated base so that the concrete will not adhere to the utility line. Concrete foundations shall be troweled, brushed edged and finished in a workmanship -like manner. Concrete shall be promptly cleaned from the exposed portion of the anchor bolls and conduit after placement. Foundation shall all be Class 3000 compete. After the specified curing Traded, the Contractor may Install Me applicable device thereon. All concrete foundations shall be constructed in Me manner specified bi t. Where no sidewalks are to be instilled the grade tar Me top M Me foundation shall be P above the finished grade of surrounding landscaping. 2. Where sidewalk or imsed Islands are to be constructed as a pan of this project, the top of the foundation shall be made rush with the tap of Me sidewalk or island (See detiil sheet) All concrete foundations shall be located as per stationing an Me Plans at as laated by Me Engineer in Me Tient. 8.20.3(8) Conduit Section 8-20.3(5) is revrsed and supplemented as follows: The paragraph requiring galvanized steel conduit at cerin locations Is deleted. Galvanized steel conduit (RGS) shall only be placed ifso indicated in the Plans. RGS conduit and things shall be slowed only where intercepting existing RGS conduit. Pull Wires shall be installed by the Contractor. am.m,m nmprm �'Y gmrs SP -5 Cry Pack matter grout shall consist of a 1:3 mature of pomand cement and fine sand with just enough ureter so that Me mixture will stick together on being molded into a bell by hand and will not exude morsture when so pressed A one half-inch drain hole shall be led in the bottom of Ma Brod pad as samar on the standard call. DIVISION 9 MATERIALS 9.29 ILLUMINATION, SIGNALS, ELECTRICAL 9.29.1 Conduit Section 9-29.1 is supplemented as follows: The conduit PVC -non-metallic shall be of Me Nm types indicated below: 1. Schedule 80 Extra heavy wall PVC conforming W ASTM. Standards, tape used in all installations under roadways. 2. Schedule 40 heavy wall PVC conforming in ASTM Standards. 429.2 Junction Boxaa (RC) Section 9-29.2 is supplemented as allows: Junction boxes shall be reinforced concrete with galvanized deal fame anchored in place and galvanized steel aver plate (Diamond pdmm) as indicated on decal shares. Junction boxes far copper wire shall incorporate a locking lid per City of Renton Standard Delds. Juncl an boxes in sidewalks shall have con-sdd Ids. 9.29.3 Conductors, Cable Section 329.3 Is revised and supplemented as follows: Items 8 and i t are revised as allows: e. Detector loop wire shall be IMSA 51-T(orerpetuba)d12 or 014 AWG stranded copper s 11. Communications able shall meet REA specification PE -39 and shall have No. 19 AWG vires with 0.008 inch FPAIMPR coded aluminum shielding. The able shall have a petroleum compound completely filling the inside of Me cable. Each Who shall be numbered at each terminal end with a wrap-around type numbering ship baring the circult number shown on the Plans. The Contractp shall provide and Install all the necessary Wring, fuses and fiMngs so as to complete the Installation of the signal and lighting equipment as shown on Me Plans. All reasons and installation methods, except as noted otherwise herein, shall comply with applicable sections M the National Electrical Code. 9-299 Ballast, Transformers uc.w, msmnp.m evry.ugmn dCALL 2 WORKING DAYS BEFORE YOU DIG: (Z5 811 SP -2 Except intercepting existing RGS conal all conduk shall be rigid non-metallic unless P e 9 g g retract otherwise in the Piens or Special Provisions. At conduit openings shall be hied with approved bell -ends or Bushings. Well thickness a conduit shall be consistent within continuous conduit runs with no mixing of different schedule types between terminations. The Contractor shall prawde and Install all conduit and immunity ratings at the locations noted on the Plans. Conduit sea shall be as indicated on the wiring and conduit schedule shown on Plans. Conduit to be provided and ingather shall be M Me type indicated below: Schedule 40 heavy wall PVC Conforming to ASTM standards shall be used whenever the condult is to be placed other than within the roadway area. Schedule 80 extra heavy wall PVC Conforming to ASTM standards shall be used when the conduit's to be placed within the roadway area. At joints shall be matte wlth strict compliance to the manufacturers recommendations regandirg cement used and environmental conditions. 2Junction 0.onJu otIo Boxes Section 8-20.3(fi) is supplemented az follows: All Model boxes and associated concrete pacts shall be installed on compacted sub grade Which shall include six inches of 518th -inch minus crushed surfacing top course material Installed under and around the base of lane junction box. The function box shall include installation a a 4" thick pad and a 12- diameter cement concrete pad enclosing Me junction box as per plans, specifications and detail sheets. Concrete shall Ica promptly cleaned tram the junction box frame and lid. Jumped boxes shall have galvanized sail Inds and frames. Junction boxes used for electrical wiring shall utilize a locking IM per City of Renton Standard Details. 8.20.3(9) Bonding, Grounding Section B-20,3(9) is supplemented as follows AI street light standards, signal poles and other standards on which electrical equipment is mounted shall be grounded to a copper clad metallic ground rod 518 inch in diameter x 8'0° in length complete with a a AWG bare copper bonding strap located in Me nearest junction box. At signal controller abineb and slgnaNrghting service cabinets shall be grountled W a 518 Inch in diameter x 8'17 in length toolbar clad metallic ground rod located in the nearest junction baa eennm, munup,m .uµv.�r4mu SP -6 Section 9-29.9 is supplemented as follows: The Ballast shall be pre -wired a the lamp socket and teminel based. 9.29,1of21 Decoretive Luminaires Ratlway scale luminaires shall be: Cyclone Lighting CY55131-GAL-3120W-0K-240-0P3624-RAL9005TX. O.A.E. Cyclone Lighting CY55P1-GAL-3-8UW-0K-246 CP3624-RAL9005TX, O.A.E. Roadway snake luminaire arms shall be: Cyclone Lighting CP412 C1(6']FBXX-RAL9Di O.AE. Cyclone Lighting CP4124-C1(1 ZYBM-RAL9005TX, O.A.E. Roadway sake poles shall be: Valmont 40RTA Pole: 4000WOOST4NRALINOW5011TCSGP013-BK62, O.A.E. Pe lestran stake luminaires shall be: Cycler Lighting CYMS5P1-GAL- M4K-240. P3924-RALWOBU,O.A.E. Pedestrian stake arms shall be: Cyclone Lighting CP4124-Ci14-}E OC-RAL9005TX, 01 Perdegnan stake pokes shall be: Valmont 21' 4' RTA Pole: 210440TO6T4A1RAL900514ORTCS011013-8K62, O.A.E 3291 Phatselectric Controls Section 329.1112) is deleted and replaced as follows: Photoelectric controls shall be a plug-in Mercer rated to operate on 120 volts, 60 Ha The unit shall consist of a light emotive element connected to necessary control relays. The unit shall be so designed Mat a fellows of any electronic component will energize the lighting cards. The photo all shall be a solid state device whh stable lumon "dues in the temperature range a-55 degrees C W ♦TO degrees C The photo cell shall be mounted externally on top of the luminaire. In a contactor controlled system, the photo all to control the system shall be mounted on the luminaire nearest to Me servicelcontidor cabinet. The photo all shall be capable of swltdting -ON' 1,000 wafts of incandescent load as a minimum. The phoacell shall be rated tar a 20+ War Inde span. e.xma wRwuogrm ewssmwM VERTICAL DATURk CITY OF RENTON, NAVD 88 BENCHMARK. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) SP -3 with a bare copper bonding step sized in accordance with Me Plans, specifications and appkiabke came. Ground rods are considered miscellaneous items and all costs are 0 be included with Me system or conductors. Ground straps are also miscellaneous items unless a separate pay item is provided in Me -Schedule of pdcesi 8G20,3(10) Service& Transformer, Intelligent Transportation System Section 8-20.3(10) is revised and supplemented as (allows Paragraph taro is deleted. Paragraph three is deleted. The f slowng is added Power serves shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting contactor/traffic signal, grounded neutral service) Per City of Renton Standard Details. The Power service paint shall be as noted an the Plans and well be verified by the electrical servicing utility. 8.28. 13 Illuminatlon 3( ( Systems 8-203(13RA Light Standards Search 8-20.3(13)A is deleted and replaced as tallows Light standards shall he handled when leading, unloading, and erecting in such a manner that they will not be damaged. Any pans that are damaged due to the Contractors operations shall be repaired or replaced at the Contractors expense, to the satisfaction of Me Engineer. Light standards shall not be erected on concrete foundations until foundations have set at least 72 hours or attained a compressive strength of 2.400 psi, and shall be raked sufficiently to be plumb after all load has been placed, or as p(hervme directed by Me Engineer. Light Standards shall be credact in accomance with section 8-20.314). Anchor bolts shall extend through the top M1eavy-hex nut two, of threads to the extent Possible Anchor bolts shell be tightened by Me Tum.01-Nut Tightening Method in accordance wit Sections 6-03.3(33) and 8-20.3(4). Anchor bobs damaged after to foundation concrete is placed shall riot be repaired by bending or walling. The Contractor's repair procedure is to be submitted W the Engineer for approval prior W making any repairs. The procedure is W include removing Me damaged portion of Me anchor bolt, coding threatls on Me undamaged ponies to remain, the installation of an approved threaded sleeve not and stud, and reporting Me foundation with epoxy concrete repair. The grout pad shall not extend above Me elevated of the bottom of the bass. vexaNn.l�m apvJ nrgmrf CHECKED FOR COWILIANCE TO CITY BTANDARDB Date Date— Date— SP4 Anchor Base: A one piece anchor base of adequate strength, shape and size shall be secured to Me Inner end of the shaft so Mat Me base shall be capable of resisting at its yield pant Me bantling moment of Me shaft at its yield point. The base shall be provided with four sbded or round holes to receive the anchor bolls. Nut covets shall be provided with each poke. Anchor BOBS: Four steal anchor bolts, as& flttid with two hex nuts and has washers, shall be fumishad with the pole. Anchor hefts shall meet Me requirements of Section 9-06.5(3) and 9-08.5(4). The anchor bolt yield point shall be capable of warning Me bending moment of the pole shaft at its yield point. The Contractor shall assure that all anchor bolts conform to the recommended ASTM specifications M me pole manufacturer ant shall secure and submit be Me City fat approval all manufacturer data on pole bending moment, anchor bolt fabrication data, lest results and any other data Mal may be required to confirm that the anchor bolts meat these specifications. Miscellaneous Hardware: All hardware (bolts, nuts, screws, washes, etc.) needed to complete Me installation shall be stainless steel. I.D. (Identification for poles): The Contractor shall supply and install a combination of 4 - Ttllgits and one letter on each pole, Whether individual lumdaire or signal pole with luminaire. The letter and numbers combination shall be mounted at Me 15 foot level an lie pole facing approaching traffic. Legends shall be added with transparent film, resistant to door "sell and ultraviolet exposure. The decal markets shall be 2 -1a -inch square with yellow reflectorized 2 -inch legend on a black background. The I.D. number will be assigned to each pole at Me end of the contract or project by the Transportation Maintenance Assistant Manager and tooMinated through the City Inspector. Cost for the recalls shall be considered Incidental to Me contract bid. Light standards shall meet the pole detail requirement below and the detail sheets on the approved plan documents. The pole shaft shall be provided With a 4" x 6' flush hand hole near the base and a matching metal cover secured with stainless steel screws or bolts. The pole shall be adjusted far plumb after all needed equipment has been installed thereon. After pole is installed aid plumbed nuts shall be tightened on anchor bobs using proper sa ed sockets o end or box wrenches. Use of fers wrenches or other basis that can Pen r .pipe damage ofine muss. will not be permitted Tools shall foundation M sufficient size to achieve adequate base torquing to the pati. TM1e space betweenpack orconcrete and trovron antl the bottom of the pole base piste shall Must filled with a dry pack monar grout and troweletl to a smooth finish conforming a Me contour of Me pole base plate. NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. IKEA PROPERTY INC dER j 420 ALAN WOOD ROAD Q Z '• WAS/y C,t CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER ( P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATONOIKEACOM IL ENGINEER O T TRANSPORTATION TRANSPORTATION ENGINEERING NORTHWEST 3NAL fiq SE 8TH STREET, SURE 200 Z BELLNUE, WA 98004 Z Q 0��.��'�Qil ILL! E: DUBREUILOTENW.COM Z Q w J 0 0 Q W w > Q W F Z Q O � ir LL Q ILL! Y 0 SP -I 320 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8.20,2(1) Equipment List and Drawings Paragraph four of Section 8-201 is deleted and replaced as (allows The Contractor shall submit for approval an sets of shop drawings far each of Me following typos astandards rated for on This projecb 1. Light standards with or without pre -approved Plans. Paragraph five of Section 8-20.2(1) is deleted. 81 Foundations Section 8-20.3(4) is revised and supplemented as follows: The anchor halts shall match that of Me device to be installed thereon. Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compassed to 95 percent of the material's maximum density. Before placing the concrete the Contractor shall block-out around any other underground carries that Ile In the excavated base so that the concrete will not adhere to the utility line. Concrete foundations shall be troweled, brushed edged and finished in a workmanship -like manner. Concrete shall be promptly cleaned from the exposed portion of the anchor bolls and conduit after placement. Foundation shall all be Class 3000 compete. After the specified curing Traded, the Contractor may Install Me applicable device thereon. All concrete foundations shall be constructed in Me manner specified bi t. Where no sidewalks are to be instilled the grade tar Me top M Me foundation shall be P above the finished grade of surrounding landscaping. 2. Where sidewalk or imsed Islands are to be constructed as a pan of this project, the top of the foundation shall be made rush with the tap of Me sidewalk or island (See detiil sheet) All concrete foundations shall be located as per stationing an Me Plans at as laated by Me Engineer in Me Tient. 8.20.3(8) Conduit Section 8-20.3(5) is revrsed and supplemented as follows: The paragraph requiring galvanized steel conduit at cerin locations Is deleted. Galvanized steel conduit (RGS) shall only be placed ifso indicated in the Plans. RGS conduit and things shall be slowed only where intercepting existing RGS conduit. Pull Wires shall be installed by the Contractor. am.m,m nmprm �'Y gmrs SP -5 Cry Pack matter grout shall consist of a 1:3 mature of pomand cement and fine sand with just enough ureter so that Me mixture will stick together on being molded into a bell by hand and will not exude morsture when so pressed A one half-inch drain hole shall be led in the bottom of Ma Brod pad as samar on the standard call. DIVISION 9 MATERIALS 9.29 ILLUMINATION, SIGNALS, ELECTRICAL 9.29.1 Conduit Section 9-29.1 is supplemented as follows: The conduit PVC -non-metallic shall be of Me Nm types indicated below: 1. Schedule 80 Extra heavy wall PVC conforming W ASTM. Standards, tape used in all installations under roadways. 2. Schedule 40 heavy wall PVC conforming in ASTM Standards. 429.2 Junction Boxaa (RC) Section 9-29.2 is supplemented as allows: Junction boxes shall be reinforced concrete with galvanized deal fame anchored in place and galvanized steel aver plate (Diamond pdmm) as indicated on decal shares. Junction boxes far copper wire shall incorporate a locking lid per City of Renton Standard Delds. Juncl an boxes in sidewalks shall have con-sdd Ids. 9.29.3 Conductors, Cable Section 329.3 Is revised and supplemented as follows: Items 8 and i t are revised as allows: e. Detector loop wire shall be IMSA 51-T(orerpetuba)d12 or 014 AWG stranded copper s 11. Communications able shall meet REA specification PE -39 and shall have No. 19 AWG vires with 0.008 inch FPAIMPR coded aluminum shielding. The able shall have a petroleum compound completely filling the inside of Me cable. Each Who shall be numbered at each terminal end with a wrap-around type numbering ship baring the circult number shown on the Plans. The Contractp shall provide and Install all the necessary Wring, fuses and fiMngs so as to complete the Installation of the signal and lighting equipment as shown on Me Plans. All reasons and installation methods, except as noted otherwise herein, shall comply with applicable sections M the National Electrical Code. 9-299 Ballast, Transformers uc.w, msmnp.m evry.ugmn dCALL 2 WORKING DAYS BEFORE YOU DIG: (Z5 811 SP -2 Except intercepting existing RGS conal all conduk shall be rigid non-metallic unless P e 9 g g retract otherwise in the Piens or Special Provisions. At conduit openings shall be hied with approved bell -ends or Bushings. Well thickness a conduit shall be consistent within continuous conduit runs with no mixing of different schedule types between terminations. The Contractor shall prawde and Install all conduit and immunity ratings at the locations noted on the Plans. Conduit sea shall be as indicated on the wiring and conduit schedule shown on Plans. Conduit to be provided and ingather shall be M Me type indicated below: Schedule 40 heavy wall PVC Conforming to ASTM standards shall be used whenever the condult is to be placed other than within the roadway area. Schedule 80 extra heavy wall PVC Conforming to ASTM standards shall be used when the conduit's to be placed within the roadway area. At joints shall be matte wlth strict compliance to the manufacturers recommendations regandirg cement used and environmental conditions. 2Junction 0.onJu otIo Boxes Section 8-20.3(fi) is supplemented az follows: All Model boxes and associated concrete pacts shall be installed on compacted sub grade Which shall include six inches of 518th -inch minus crushed surfacing top course material Installed under and around the base of lane junction box. The function box shall include installation a a 4" thick pad and a 12- diameter cement concrete pad enclosing Me junction box as per plans, specifications and detail sheets. Concrete shall Ica promptly cleaned tram the junction box frame and lid. Jumped boxes shall have galvanized sail Inds and frames. Junction boxes used for electrical wiring shall utilize a locking IM per City of Renton Standard Details. 8.20.3(9) Bonding, Grounding Section B-20,3(9) is supplemented as follows AI street light standards, signal poles and other standards on which electrical equipment is mounted shall be grounded to a copper clad metallic ground rod 518 inch in diameter x 8'0° in length complete with a a AWG bare copper bonding strap located in Me nearest junction box. At signal controller abineb and slgnaNrghting service cabinets shall be grountled W a 518 Inch in diameter x 8'17 in length toolbar clad metallic ground rod located in the nearest junction baa eennm, munup,m .uµv.�r4mu SP -6 Section 9-29.9 is supplemented as follows: The Ballast shall be pre -wired a the lamp socket and teminel based. 9.29,1of21 Decoretive Luminaires Ratlway scale luminaires shall be: Cyclone Lighting CY55131-GAL-3120W-0K-240-0P3624-RAL9005TX. O.A.E. Cyclone Lighting CY55P1-GAL-3-8UW-0K-246 CP3624-RAL9005TX, O.A.E. Roadway snake luminaire arms shall be: Cyclone Lighting CP412 C1(6']FBXX-RAL9Di O.AE. Cyclone Lighting CP4124-C1(1 ZYBM-RAL9005TX, O.A.E. Roadway sake poles shall be: Valmont 40RTA Pole: 4000WOOST4NRALINOW5011TCSGP013-BK62, O.A.E. Pe lestran stake luminaires shall be: Cycler Lighting CYMS5P1-GAL- M4K-240. P3924-RALWOBU,O.A.E. Pedestrian stake arms shall be: Cyclone Lighting CP4124-Ci14-}E OC-RAL9005TX, 01 Perdegnan stake pokes shall be: Valmont 21' 4' RTA Pole: 210440TO6T4A1RAL900514ORTCS011013-8K62, O.A.E 3291 Phatselectric Controls Section 329.1112) is deleted and replaced as follows: Photoelectric controls shall be a plug-in Mercer rated to operate on 120 volts, 60 Ha The unit shall consist of a light emotive element connected to necessary control relays. The unit shall be so designed Mat a fellows of any electronic component will energize the lighting cards. The photo all shall be a solid state device whh stable lumon "dues in the temperature range a-55 degrees C W ♦TO degrees C The photo cell shall be mounted externally on top of the luminaire. In a contactor controlled system, the photo all to control the system shall be mounted on the luminaire nearest to Me servicelcontidor cabinet. The photo all shall be capable of swltdting -ON' 1,000 wafts of incandescent load as a minimum. The phoacell shall be rated tar a 20+ War Inde span. e.xma wRwuogrm ewssmwM VERTICAL DATURk CITY OF RENTON, NAVD 88 BENCHMARK. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) SP -3 with a bare copper bonding step sized in accordance with Me Plans, specifications and appkiabke came. Ground rods are considered miscellaneous items and all costs are 0 be included with Me system or conductors. Ground straps are also miscellaneous items unless a separate pay item is provided in Me -Schedule of pdcesi 8G20,3(10) Service& Transformer, Intelligent Transportation System Section 8-20.3(10) is revised and supplemented as (allows Paragraph taro is deleted. Paragraph three is deleted. The f slowng is added Power serves shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting contactor/traffic signal, grounded neutral service) Per City of Renton Standard Details. The Power service paint shall be as noted an the Plans and well be verified by the electrical servicing utility. 8.28. 13 Illuminatlon 3( ( Systems 8-203(13RA Light Standards Search 8-20.3(13)A is deleted and replaced as tallows Light standards shall he handled when leading, unloading, and erecting in such a manner that they will not be damaged. Any pans that are damaged due to the Contractors operations shall be repaired or replaced at the Contractors expense, to the satisfaction of Me Engineer. Light standards shall not be erected on concrete foundations until foundations have set at least 72 hours or attained a compressive strength of 2.400 psi, and shall be raked sufficiently to be plumb after all load has been placed, or as p(hervme directed by Me Engineer. Light Standards shall be credact in accomance with section 8-20.314). Anchor bolts shall extend through the top M1eavy-hex nut two, of threads to the extent Possible Anchor bolts shell be tightened by Me Tum.01-Nut Tightening Method in accordance wit Sections 6-03.3(33) and 8-20.3(4). Anchor bobs damaged after to foundation concrete is placed shall riot be repaired by bending or walling. The Contractor's repair procedure is to be submitted W the Engineer for approval prior W making any repairs. The procedure is W include removing Me damaged portion of Me anchor bolt, coding threatls on Me undamaged ponies to remain, the installation of an approved threaded sleeve not and stud, and reporting Me foundation with epoxy concrete repair. The grout pad shall not extend above Me elevated of the bottom of the bass. vexaNn.l�m apvJ nrgmrf CHECKED FOR COWILIANCE TO CITY BTANDARDB Date Date— Date— SP4 Anchor Base: A one piece anchor base of adequate strength, shape and size shall be secured to Me Inner end of the shaft so Mat Me base shall be capable of resisting at its yield pant Me bantling moment of Me shaft at its yield point. The base shall be provided with four sbded or round holes to receive the anchor bolls. Nut covets shall be provided with each poke. Anchor BOBS: Four steal anchor bolts, as& flttid with two hex nuts and has washers, shall be fumishad with the pole. Anchor hefts shall meet Me requirements of Section 9-06.5(3) and 9-08.5(4). The anchor bolt yield point shall be capable of warning Me bending moment of the pole shaft at its yield point. The Contractor shall assure that all anchor bolts conform to the recommended ASTM specifications M me pole manufacturer ant shall secure and submit be Me City fat approval all manufacturer data on pole bending moment, anchor bolt fabrication data, lest results and any other data Mal may be required to confirm that the anchor bolts meat these specifications. Miscellaneous Hardware: All hardware (bolts, nuts, screws, washes, etc.) needed to complete Me installation shall be stainless steel. I.D. (Identification for poles): The Contractor shall supply and install a combination of 4 - Ttllgits and one letter on each pole, Whether individual lumdaire or signal pole with luminaire. The letter and numbers combination shall be mounted at Me 15 foot level an lie pole facing approaching traffic. Legends shall be added with transparent film, resistant to door "sell and ultraviolet exposure. The decal markets shall be 2 -1a -inch square with yellow reflectorized 2 -inch legend on a black background. The I.D. number will be assigned to each pole at Me end of the contract or project by the Transportation Maintenance Assistant Manager and tooMinated through the City Inspector. Cost for the recalls shall be considered Incidental to Me contract bid. Light standards shall meet the pole detail requirement below and the detail sheets on the approved plan documents. The pole shaft shall be provided With a 4" x 6' flush hand hole near the base and a matching metal cover secured with stainless steel screws or bolts. The pole shall be adjusted far plumb after all needed equipment has been installed thereon. After pole is installed aid plumbed nuts shall be tightened on anchor bobs using proper sa ed sockets o end or box wrenches. Use of fers wrenches or other basis that can Pen r .pipe damage ofine muss. will not be permitted Tools shall foundation M sufficient size to achieve adequate base torquing to the pati. TM1e space betweenpack orconcrete and trovron antl the bottom of the pole base piste shall Must filled with a dry pack monar grout and troweletl to a smooth finish conforming a Me contour of Me pole base plate. NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. IKEA PROPERTY INC dER j 420 ALAN WOOD ROAD B� CONSHOHOCKEN, PA 19428 '• WAS/y C,t CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER ( P: (610) 834-0180; C. 303-549-4623 (W E: DWGHTSLATONOIKEACOM 15tH �O 2 ENGINEER nIST,. G T TRANSPORTATION TRANSPORTATION ENGINEERING NORTHWEST 3NAL fiq SE 8TH STREET, SURE 200 9 BELLNUE, WA 98004 CONTACT: GLEN DuBREUIL 0��.��'�Qil P: (425) 250-0582; G (206) 295-6776 E: DUBREUILOTENW.COM �TENW IKE Transmportafion Eng�ineenngwNorthWest IJ�4en sw+gry, gmrs CITY OF RENTON MEPARTMENT OF PUBLIC WORKS FRONTAGE ILLUMINATION SPECIAL PROVISIONS REDEVELOPMENT. RENTOI 10 as io T-384721 0 Z O 7 W U 00