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NW 1/ SEC 9, T 23 N, R 5 E, W.M. SIGN SCHEDULE SIGN N0. STATION OFFSET SIGN CODE * SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 1 10+13 26' LT SNS 36 8 SUNSET LANE NE INSTALL NEW SIGN AND POST 2 10+13 26' LT SNS 30 8 NE 10TH ST MOUNT NEW SIGN ABOVE SIGN NO. 1 3 10+32.8 14.5' LT R7-1 30 30 STOP MOUNT NEW SIGN ON LUMINAIRE POLE 4 10+32.8 14.5' LT W4-4P 24 12 CROSS TRAFFIC DOES NOT STOP MOUNT NEW SIGN BELOW SIGN NO. 3 5 10+60 35.3' LT R7-801 12 18 RESERVED PARKING (ADA SYMBOL) INSTALL NEW SIGN AND POST 6 10+60 35.3' LT R7-801A 18 9 VAN ACCESSIBLE MOUNT NEW SIGN BELOW SIGN NO. 5 7 10+84.1 35.3' LT R7-801 12 18 RESERVED PARKING (ADA SYMBOL) INSTALL NEW SIGN AND POST 8 10+84.1 35.3' LT R7-801A 18 9 VAN ACCESSIBLE MOUNT NEW SIGN BELOW SIGN NO. 7 9 10+98.5 35.5' LT R7-801 12 18 RESERVED PARKING (ADA SYMBOL) MOUNT NEW SIGN ON LUMINAIRE POLE 10 12+08.5 13.5' RT W11-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 11 12+08.5 13.5' RT W16-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 10 12 12+19.5 13.5' LT W71-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 13 12+19.5 13.5' LT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 12 * SIGN CODE PER WSDOT SIGN FABRICATION MANUAL *• BACKGROUND COLOR SHALL BE FLUORESCENT YELLOW -GREEN CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 oDESp \ � F o P - �7Z \ 49442 p �" �F�STNNAL EENG\�21t21t9 esmxeJ HUYLAR J. BEAN 1 DID 1 3 17 DID xE� - xmD. DEKOEKKOEK N0. REVISION BY DATE APPR of aoLor KEY MAP CHANNELIZATION NOTES OINSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL 1 ON DWG MD1 (SEE GENERAL NOTE 1). OINSTALL DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD PLAN H001. O3 INSTALL 4" WHITE THERMOPLASTIC LINE. O4 INSTALL ADA AISLE STRIPING PER DETAIL ON DWG MD1. O5 INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE. OINSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER CITY OF RENTON STD PLAN 127. OINSTALL WHITE THERMOPLASTIC SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL BLUE RAISED PAVEMENT MARKER PER CITY OF RENTON STD PLAN 310.3. SIGN LEGEND (: - NEW SIGN NUMBER -� - NEW SIGN -� - EXISTING SIGN GENERAL NOTES 1. STATION AND OFFSET GIVEN AT FRONT CENTER OF WHEEL STOP. CONTRACTOR TO ENSURE WHEEL STOP IS LOCATED IN CENTER OF PARKING STALL AND ORIENTED PERPENDICULAR TO THERMOPLASTIC LINES. 2. ALL NEW SIGN POSTS SHALL BE METAL. POSTS AND MOUNTING SHALL CONFORM TO CITY OF RENTON STD PLAN GO10. 3. NEW STREET NAME SIGNS SHALL CONFORM TO CITY OF RENTON STD PLAN G013. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20 °M ss" CITY OF w wo RENTON �� DATUM x"u-�oaaxr Planning/Building/Public Works Dept. SCALE 20 0 20 40 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS CHANNELIZATION AND SIGNING PLAN 4/2016 CH1 59°s NW 1/ SEC 9, T 23 N, R 5 E, W.M. w z z U w W Z a a _j W (n z cn SIGN SCHEDULE SIGN N0. STATION OFFSET SIGN CODE * SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 14 13+22 14' RT R7-1 30 30 STOP INSTALL NEW SIGN AND POST 15 13+22 14' RT W4-4PMOD 24 12 TRAFFIC ON LEFT DOES NOT STOP MOUNT NEW SIGN BELOW SIGN NO. 14 16 13+22 14' RT SNS 36 8 SUNSET LANE NE MOUNT NEW SIGN ABOVE SIGN NO. 14 17 13+22 14' RT SNS 42 8 HARRINGTON AVE NE MOUNT NEW SIGN ABOVE SIGN NO. 16 18 51+84.7 15.5' RT W11-2** 30 30 (PEDESTRIAN) MOUNT NEW SIGN ON LUMINAIRE POLE 19 51+84.7 15.5' RT W16-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 18 20 13+90 13.5' LT R1-1 30 30 STOP INSTALL NEW SIGN AND POST 21 13+90 13.5' LT W4-4PMOD 24 12 TRAFFIC ON RIGHT DOES NOT STOP MOUNT NEW SIGN BELOW SIGN NO. 20 22 16+08 13.5' RT W71-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 23 16+08 13.5' RT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 22 24 16+70.5 13.5' LT W71-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 25 16+70.5 13.5' LT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 24 * SIGN CODE PER WSDOT SIGN FABRICATION MANUAL *• BACKGROUND COLOR SHALL BE FLUORESCENT YELLOW —GREEN CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 oDESp \ � F o P - �7Z \ 49442 p �" �F�STNNAL EENG\�21t21t9 esmxeJ HUYLAR �� J. BEAN xc J BDEKOEKKOEK N0. REVISION BY DATE APPR "PA P DE BOLDT KEY MAP CHANNELIZATION NOTES OINSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL 1 ON DWG MD1 (SEE GENERAL NOTE 1). OINSTALL DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD PLAN H001. O3 INSTALL 4" WHITE THERMOPLASTIC LINE. O4 INSTALL ADA AISLE STRIPING PER DETAIL ON DWG MD1. O5 INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE. OINSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER CITY OF RENTON STD PLAN 127. OINSTALL WHITE THERMOPLASTIC SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL BLUE RAISED PAVEMENT MARKER PER CITY OF RENTON STD PLAN 310.3. SIGN LEGEND (: — NEW SIGN NUMBER —� — NEW SIGN —� — EXISTING SIGN GENERAL NOTES 1. STATION AND OFFSET GIVEN AT FRONT CENTER OF WHEEL STOP. CONTRACTOR TO ENSURE WHEEL STOP IS LOCATED IN CENTER OF PARKING STALL AND ORIENTED PERPENDICULAR TO THERMOPLASTIC LINES. 2. ALL NEW SIGN POSTS SHALL BE METAL. POSTS AND MOUNTING SHALL CONFORM TO CITY OF RENTON STD PLAN GO10. 3. NEW STREET NAME SIGNS SHALL CONFORM TO CITY OF RENTON STD PLAN G013. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20 °M ss" CITY OF 0 w wo RENTON DATUM x"u-�oaaxr Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS CHANNELIZATION AND SIGNING PLAN 4/2016 CH2 60 �9 0 S, (1 STA 17+8: (10' LT TC STA 17+59.5 (10' LT TO 15' LT; STA 17+36.5 3 (10' LT TO 15' LT) 17+13.5 3 ...... �`V/ LT TO 15' LT) / �J •9%'^ 3 STA 17+36.5 11.. (10' RT TO 1 A/ , 6' 10, Cq Cy2 STA 17+13.5 (10' RT TO 15' RT) 0 LT TO (0.5' LT) \ n STA 18+05.5 (12 SIGN SCHEDULE NW 1/ SEC 9, T 23 N, R 5 E, W.M. LT) i LT TO 15 STA 19+73.6 (19.8, LT) 5 0 2 7 \ RT TO 1 RT TO 1 SIGN N0. STATION OFFSET SIGN CODE * SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 26 19+64 13.5' RT W,1-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 27 19+64 13.5' RT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 26 28 19+64.6 17.3' LT SNS 30 8 SUNSET LANE NE INSTALL NEW SIGN AND POST 29 19+64.6 17.3' LT SNS 42 8 GLENNWOOD AVE NE MOUNT NEW SIGN ABOVE SIGN NO. 28 30 70+46.3 7.7' LT R,-1 30 30 STOP MOUNT NEW SIGN ON LUMINAIRE POLE 31 70+46.3 7.7' LT W4-4P 24 12 CROSS TRAFFIC DOES NOT STOP MOUNT NEW SIGN BELOW SIGN NO. 30 32 20+04.6 1 18.4' LT W,1-2** 30 30 (PEDESTRIAN) MOUNT NEW SIGN ON LUMINAIRE POLE 33 20+04.6 1 18.4' LT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 32 * SIGN CODE PER WSDOT SIGN FABRICATION MANUAL ** BACKGROUND COLOR SHALL BE FLUORESCENT YELLOW -GREEN CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 oDESp \ � F o P - �7� \ 49442 o�F'�STNNAL EENG\�21t21t9 No. STA 20+36 \ 3 (10' LT TO 15' LT) STA 20+59 \ 3 (10' LT TO 15' LT) \0 3 STA 20+82 A (10' LT TO 15' LT) \Nj10' 6 '(f ZDr MPG SEA KEY MAP CHANNELIZATION NOTES OO INSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL ON DWG MD1 (SEE GENERAL NOTE 1). OINSTALL DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD PLAN H001. O3 INSTALL 4" WHITE THERMOPLASTIC LINE. O4 INSTALL ADA AISLE STRIPING PER DETAIL ON DWG MD1. O INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE. OINSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER CITY OF RENTON STD PLAN 127. OINSTALL WHITE THERMOPLASTIC SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL BLUE RAISED PAVEMENT MARKER PER CITY OF RENTON STD PLAN 310.3. (: - NEW SIGN NUMBER -� - NEW SIGN -� - EXISTING SIGN GENERAL NOTES 1. STATION AND OFFSET GIVEN AT FRONT CENTER OF WHEEL STOP. CONTRACTOR TO ENSURE WHEEL STOP IS LOCATED IN CENTER OF PARKING STALL AND ORIENTED PERPENDICULAR TO THERMOPLASTIC LINES. 2. ALL NEW SIGN POSTS SHALL BE METAL. POSTS AND MOUNTING SHALL CONFORM TO CITY OF RENTON STD PLAN GO10. 3. NEW STREET NAME SIGNS SHALL CONFORM TO CITY OF RENTON STD PLAN G013. RECORD DRAWING Q THIS RECORD DRAWING WAS PREPARED USING 20 INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 400-� SCALE 0 20 40 FEET =2° CITY OF CITY OF RENTON m, "` 1 HUYLAR SUNSET LANE NE IMPROVEMENTS RENTON NmD. DEKOEKKOEK Planning/Building/Public Works Dept. REVISION BY DATE APPR ""P DE BOLDT CHANNELIZATION AND SIGNING PLAN �B0/2016 CH3 s"E�. 619 NW �/ SEC 9, T 23 N, R 5 E, W.M. SIGN SCHEDULE SIGN N0. STATION OFFSET SIGN CODE * SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 34 21+65.5 13.5' LT R2-1 24 30 SPEED LIMIT 20 INSTALL NEW SIGN AND POST 35 21+83 13.5' RT R7-1 30 30 STOP INSTALL NEW SIGN AND POST 36 21+83 13.5' RT R1-4 18 6 ALL WAY MOUNT NEW SIGN BELOW SIGN NO. 35 37 21+97.9 39.5' LT R7-1 30 30 STOP INSTALL NEW SIGN AND POST 38 21+97.9 39.5' LT SNS 42 8 HARRINGTON AVE NE MOUNT NEW SIGN ABOVE SIGN NO. 37 39 21+97.9 39.5' LT SNS 30 8 NE 10TH ST MOUNT NEW SIGN ABOVE SIGN NO. 38 40 21+97.9 39.5' LT R1-4 18 6 ALL WAY MOUNT NEW SIGN BELOW SIGN NO. 37 41 22+49.8 18' LT R7-1 30 30 STOP MOUNT NEW SIGN ON LUMINAIRE POLE 42 22+49.8 18' LT R1-4 18 6 ALL WAY MOUNT NEW SIGN BELOW SIGN NO. 41 43 22+74.5 13.5' RT R2-1 24 30 SPEED LIMIT 20 INSTALL NEW SIGN AND POST 44 24+02 13.5' RT W11-2** 30 30 (PEDESTRIAN) INSTALL NEW SIGN AND POST 45 24+02 13.5' RT W16-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 44 46 24+00 16.1' LT SNS 30 8 NE 10TH ST INSTALL NEW SIGN AND POST 47 24+00 16.1' LT SNS 36 8 SUNSET LANE NE MOUNT NEW SIGN ABOVE SIGN NO. 46 48 24+12 36.3' LT R7-1 30 30 STOP MOUNT NEW SIGN ON LUMINAIRE POLE 49 24+12 36.3' LT W4-4P 24 12 CROSS TRAFFIC DOES NOT STOP MOUNT NEW SIGN BELOW SIGN NO. 48 50 24+52.3 19.5' LT W71-2** 30 30 (PEDESTRIAN) MOUNT NEW SIGN ON LUMINAIRE POLE 51 24+52.3 19.5' LT W76-7PL** 30 18 LEFT DOWNWARD ARROW YELLOW BACKGROUND MOUNT NEW SIGN BELOW SIGN NO. 50 * SIGN CODE PER WSDOT SIGN FABRICATION MANUAL ** BACKGROUND COLOR SHALL BE FLUORESCENT YELLOW -GREEN CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 oDESp \ � F o P - �7� \ 49442 p �" �F�STNNAL EENG\�21t21t9 N0. esmxeJ HUYLAR J. BEAN LKM 121317 DID xE� - xmD. DEKOEKKOEK REVISION BY DATE APPR DE BoLDT KEY MAP CHANNELIZATION NOTES OINSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL 1 ON DWG MD1 (SEE GENERAL NOTE 1). OINSTALL DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD PLAN H001. O3 INSTALL 4" WHITE THERMOPLASTIC LINE. O4 INSTALL ADA AISLE STRIPING PER DETAIL ON DWG MD1. O5 INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE. OINSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER CITY OF RENTON STD PLAN 127. OINSTALL WHITE THERMOPLASTIC SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL BLUE RAISED PAVEMENT MARKER PER CITY OF RENTON STD PLAN 310.3. SIGN LEGEND (: - NEW SIGN NUMBER -� - NEW SIGN -� - EXISTING SIGN GENERAL NOTES 1. STATION AND OFFSET GIVEN AT FRONT CENTER OF WHEEL STOP. CONTRACTOR TO ENSURE WHEEL STOP IS LOCATED IN CENTER OF PARKING STALL AND ORIENTED PERPENDICULAR TO THERMOPLASTIC LINES. 2. ALL NEW SIGN POSTS SHALL BE METAL. POSTS AND MOUNTING SHALL CONFORM TO CITY OF RENTON STD PLAN GO10. 3. NEW STREET NAME SIGNS SHALL CONFORM TO CITY OF RENTON STD PLAN G013. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND 20 0 40 CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. FEET THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20 °M ss" CITY OF w wo DATUM RENTON AT IULL x"u-��oaax�r Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS CHANNELIZATION AND SIGNING PLAN 4/2016 CH4 62 �9 NW 1/ SEC 9, T 23 N, R 5 E, W.M. W z z U w W Z a Q __J a I-_ LLI In z cn 0 J m to z to Llj z I NE 10TH ST LT TO SIGN SCHEDULE SIGN NO. STATION OFFSET SIGN CODE SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 52 26+18.8 21.5' RT R2-1 24 30 SPEED LIMIT 20 MOUNT NEW SIGN ON LUMINAIRE POLE 53 51+42.2 1 17.5' RT R2-1 24 30 SPEED LIMIT 20 MOUNT NEW SIGN ON LUMINAIRE POLE SIGN CODE PER WSDOT SIGN FABRICATION MANUAL BACKGROUND COLOR SHALL BE FLUORESCENT YELLOW -GREEN CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 oDESp \ � F o P - �7� \ 49442 p �" �F�STNNAL EENG\�21t21t9 J m V) z (N 4WHARRIN6TON a � 0 W AVE NE ll l KEY MAP CHANNELIZATION NOTES OINSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL 1 ON DWG MD1 (SEE GENERAL NOTE 1). OINSTALL DOUBLE YELLOW CENTER LINE PER CITY OF RENTON STD PLAN H001. OINSTALL 4" WHITE THERMOPLASTIC LINE. O INSTALL ADA AISLE STRIPING PER DETAIL ON DWG MD1. O INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE. OINSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER CITY OF RENTON STD PLAN 127. OINSTALL WHITE THERMOPLASTIC SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL BLUE RAISED PAVEMENT MARKER PER CITY OF RENTON STD PLAN 310.3. SIGN LEGEND (: - NEW SIGN NUMBER -� - NEW SIGN -� - EXISTING SIGN GENERAL NOTES 1. STATION AND OFFSET GIVEN AT FRONT CENTER OF WHEEL STOP. CONTRACTOR TO ENSURE WHEEL STOP IS LOCATED IN CENTER OF PARKING STALL AND ORIENTED PERPENDICULAR TO THERMOPLASTIC LINES. 2. ALL NEW SIGN POSTS SHALL BE METAL. POSTS AND MOUNTING SHALL CONFORM TO CITY OF RENTON STD PLAN GO10. 3. NEW STREET NAME SIGNS SHALL CONFORM TO CITY OF RENTON STD PLAN G013. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20• � xn DATUM CITY OF 9 FENTON Planning/Building/Public Works Dept. 6�. HUYL4R J. BEAN x.��oaanPr nccxm. D. DEKOEKKOEK N0. REVISION BY DATE APPR PA P DE BOLDT SCALE • • FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS CHANNELIZATION AND SIGNING PLAN 4/2016 CH5 63 �9 NW 1/ SEC 9, T 23 N, R 5 E, W.M. w z U 0 a W Z w Z a J W 0 Z MATCH LINE STA 26+00, SEE DWG IL5 MATCH LINE STA 24+75, SEE DWG IL4 GENERAL NOTES 'N J 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O16 WSDOT STANDARD 8. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER PLANS AND SPECIAL PROVISIONS. SPECIAL PROVISIONS. JUNCTION BOXES IN PLANTER STRIP SHALL HAVE A LEGEND CONCRETE PAD PER CDR STD PLAN 120. ALL JUNCTION BOXES SHALL 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE HAVE LOCKING LIDS PER COR STD PLAN 119. THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT LUMINAIRE -SEE SCHEDULE ON IL6 TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 9. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 3. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. SEE SECTION 8-20.3 OF THE SPECIAL PROVISIONS. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL ® 425-430-7423 FOR POLE NUMBERS TO BE INSTALLED PER CDR STD PLAN 121. 5. ALL ILLUMINATION CONDUIT SHALL BE RIGID PVC SCHEDULE 80, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)B. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON" UNLESS PRIVATELY OWNED BY PSE, CENTURYLINK, AND COMCAST. 7. ALL CONDUIT CONTAINING FIBER AND FUTURE FIBER CONDUIT SHALL BE INSTALLED WITH DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT STD SPECIFICATION SECTION 8-20.3(5)A7. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-9! UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 10. ILLUMINATION CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE TO EASE WITH INSTALLATION UNLESS IT IS PART OF THE JOINT UTILITY TRENCH. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 12. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR SPECIAL FRANCHISE UTILITY COORDINATION REQUIREMENTS. 13. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR CONSTRUCTION PLANS AND REQUIREMENTS, AND SUPPLEMENTAL INFORMATION FOR THE FOLLOWING FRANCHISE UTILITIES: PSE, COMCAST, AND CENTURYLINK. 14. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH. SCALE 20 0 20 40 FEET 0EKp �,� ~ um�xo EsG nE 3 DID 1o/29/1a DID M. MACIAS 49442 2 \ "Is EE G\�Z�t21tp 1 AllNO. MAM JJH REVISION BY 1/17/17 9/27/16 DATE DID J. BEAN DID HP P. DE BOLDT APPR A M MACIAs m JUNCTION BOX TYPE 1 0 JUNCTION BOX TYPE 2 9:1 JUNCTION BOX TYPE 8 ® SERVICE CABINET 25-TA COR VAULT PSE PSE VAULT conlcnsr COMCAST VAULT CLINK CENTURYLINK VAULT TELE 1 TELECOMMUNICATION VAULT ------- CONDUIT - JOINT UTILITY TRENCH - SEE IL11 QCONDUIT WIRE NOTE - SEE SCHEDULE ON IL6 O CONSTRUCTION NOTE RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. =20 °Mww�3'ss" CITY OF RENTON �� DATUM Planning/Building/Public Works Dept KEY MAP CONSTRUCTION NOTES 1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.2 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. QCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND COR STD PLAN 117.1 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER COR STD PLAN 121. OCONSTRUCT CONCRETE FOUNDATION PER COR STD PLAN 126.1 AND FURNISH AND INSTALL 120/240V ELECTRICAL SERVICE CABINET PER CDR STD PLAN 122.1 AND 123. RUN 1-2"SPARE CONDUIT TO ADJACENT JUNCTION BOX. CONNECT ALL FIELD WIRING. CONTRACTOR WILL COORDINATE POWER CONNECTION WITH UTILITY COMPANY AND COMPLETE ALL WORK REQUIRED BETWEEN SERVICE CABINET AND CONNECTION POINT. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL SHALL BE PRESENT WHEN SYSTEM IS TURN ON AND STREET LIGHTING INSPECTION IS SIGNED OFF. OEXTEND JOINT UTILITY TRENCH 5-FT BEHIND BACK OF CURB, STUB OUT AND CAP PSE CONDUITS. OINSTALL COMMUNICATION VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT SCHEDULE AND SPECIAL PROVISIONS FOR ADDITIONAL FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. OINSTALL POWER VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT TYPE AND SPECIAL PROVISIONS FOR ADDITIONAL PSE CONSTRUCTION REQUIREMENTS. OINSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00 FOR CITY OF RENTON INTERCONNECT SYSTEM. OROUTE CONDUIT INTO EXISTING VAULT FROM JOINT UTILITY TRENCH. SEE DRAWINGS IL11 FOR CONDUIT DIAGRAM AND DRAWINGS IL14-IL15 FOR JOINT UTILITY TRENCH DETAILS. OINTERCEPT EXISTING CONDUIT CARRYING CONDUCTORS FOR PEDESTRIAN LUMINAIRE LOCATED ON NE 10TH ST (STA 26+25 RT) AND ROUTE INTO PROPOSED TYPE 2 JUNCTION BOX, SPLICE CONDUCTORS TO CIRCUIT D - PEDESTRIAN ILLUMINATION. INSTALL PEDESTRIAN LUMINAIRE. 10 INSTALL VIDEO DETECTION CAMERA AND MOUNT ON SIGNAL MAST ARM PER MANUFACTURER'S RECOMMENDATION. ROUTE WIRE BACK TO SIGNAL CONTROLLER USING EXISTING CONDUIT. SEE SPECIAL PROVISIONS. 11 INSTALL VIDEO DETECTION PROCESSOR IN SIGNAL CABINET PER MANUFACTURER'S RECOMMENDATION. SEE SPECIAL PROVISIONS. 12 SEE DETAIL 2 ON DRAWING IL10 FOR FOUNDATION PLACEMENT WITHIN SIDEWALK. 13 INSTALL BUILDING STUB OUT PER DETAIL 4 ON DRAWING IL10. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. 14 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE FOUNDATION PER DETAIL 2 ON DRAWING IL10. REMOVE EXISTING ASSOCIATED ELECTRICAL EQUIPMENT NO LONGER NEEDED. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER SOURCE AND ROUTING INTO NEW FOUNDATION PRIOR TO REMOVING EXISTING LUMINAIRE. FINAL LOCATION TO BE CONFIRMED DURING CONSTRUCTION. 15 ROUTE INTERCONNECT CONDUIT INTO EXISTING CDR JUNCTION BOX AND SPLICE FIBER PER SPECIAL PROVISIONS. 16 ROUTE CONDUITS TO BASE OF UTILITY POLE. SEE SPECIAL PROVISIONS FOR FRANCHIS UTILITY P S AND CONTINUATION OF WORK. 1 17 ROUTE CENTURYLINK/TELECOMMUNCATION CONDUIT TO BASE OF EXISTING PEDESTAL. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATIO OF WORK. 18 INT CEPT EXISTING FRANCHISE UTILITY CONDUIT. UTILITY AND CONDUIT SIZE SHOWN ON CONSTRUCTION NOTE. SEE JOINT UTILITY TRENCH CONDUIT DIAGRAM AN SE N, S IAL OVI NS R D IL O_ ON. 19 INSTALL THREE 4-INCH AND ONE 6-INCH CONDUITS BELOW DRIVEWAY. PROTECT AND MAINTAIN EXISTING CONDUITS. SEE DETAIL 3 ON DRAWING IL10 OR ADDITIONAL INFORM 20 RO E CDR INTERCONNECT CONDUIT TO NEW TYPE 2 JUNCTION BOX INSTALLED AT BASE OF UTILITY POLE. CONTINUE CDR CONDUIT UP UTILITY POLE VIA STEEL CONDUIT RISER PER WSDOT STANDARD PLAN J-15.10-01. 21 INSTALL TYPE 2 JUNCTION BOX FOR PARK NETWOR ING SYSTEM. 2 CITY OF RENTON �E0/2016 SUNSET LANE NE e -'NiILLUMINATION AND JOINT UTILITY TRENCH PLAN a �v 1 NW Y/ SEC 9, T 23 N, R 5 E, W.M. 5 13 COMCAST-CV#1 m h/ COR-CV#1- .3 SS- co SUNSET LANE NE 3 / ss , 14 / 4 6 13 PSE-PV#1 3 --- - Qj �.`Q` / / _ _ -- -- __ 9 SS 3 5 13 TELECOM-CV#1A O \ a s to 'p 7 �\ "' 10 , 12 z z �•P�G� F coo 3 / - - ,0 z ti w L,LJ s?Jt COMCAST-CV#9 �Md 2 7 - SS- - 17 3 G / '•'? SS s 6 1 17 P4 1 \ \ / 0 \ 6 PSE-PV# 21 2 22 20 \ \ \SS \ x �Tcy 11 21 \ 20 FUTURE SIDEWALK AND LUMINAIRE �� M \ 18LOCATIONS UPDATED PER SUNSET 22 2 P5 1 \\ 21 NEIGHBORHOOD PARK BID SET OF PLANS. f 17 22 1 P,�i \ - 2 23 �•\ �/ �!./ 7� 7 00 23 2 \ \ 3 G� C-3� ' \ `Os P6 1 21 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O16 WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIAL PROVISIONS. 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. SEE SECTION 8-20.3 OF THE SPECIAL PROVISIONS. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL ® 425-430-7423 FOR POLE NUMBERS TO BE INSTALLED PER COR STD PLAN 121. 5. ALL ILLUMINATION CONDUIT SHALL BE RIGID PVC SCHEDULE 80, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)B. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. i 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL o CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON" i UNLESS PRIVATELY OWNED BY PSE, CENTURYLINK, AND COMCAST. 7. ALL CONDUIT CONTAINING FIBER AND FUTURE FIBER CONDUIT SHALL BE INSTALLED WITH DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT STD SPECIFICATION SECTION 8-20.3(5)Ai. i i N E iT T CALL 2 BUSINESS DAYS BEFORE YOU DIG PeYteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 8. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER SPECIAL PROVISIONS. JUNCTION BOXES IN PLANTER STRIP SHALL HAVE A CONCRETE PAD PER COR STD PLAN 120. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN 119. 9. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 10. ILLUMINATION CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE TO EASE WITH INSTALLATION UNLESS IT IS PART OF THE JOINT UTILITY TRENCH. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 12. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR SPECIAL FRANCHISE UTILITY COORDINATION REQUIREMENTS. 13. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR CONSTRUCTION PLANS AND REQUIREMENTS, AND SUPPLEMENTAL INFORMATION FOR THE FOLLOWING FRANCHISE UTILITIES: PSE, COMCAST, AND CENTURYLINK. 14. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH. 0EKp �,� 3 \ a9aaz p 2 j, C'A EE G\�Z�t21tp 1 NO. LEGEND LUMINAIRE - SEE SCHEDULE ON IL6 m JUNCTION BOX TYPE 1 0 JUNCTION BOX TYPE 2 W] JUNCTION BOX TYPE 8 ® SERVICE CABINET 25-TA CDR VAULT PSE PSE VAULT colacnsr COMCAST VAULT CLINK CENTURYLINK VAULT TELE TELECOMMUNICATION VAULT ------- CONDUIT -alb JOINT UTILITY TRENCH - SEE IL11 QCONDUIT WIRE NOTE - SEE SCHEDULE ON IL6 O CONSTRUCTION NOTE SCALE 20 0 20 40 FEET Eric"EoM MACIAS MAM 4/26/17 DID MAM 1/17/17 DID -: J. BEAN JJH 9/27/16 DID "E. - xmP DE BOLDT REVISION BY DATE APPR "PA M MACIAs RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THEIO INFORMATN SHOWN. 1 "=20 °M ss" CITY OF w� DATUM RENTON 11 Planning/Building/Public Works Dept KEY MAP CONSTRUCTION NOTES 1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. 2 FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND COR STD PLAN 117.1 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. OCONSTRUCT CONCRETE FOUNDATION PER CDR STD PLAN 126.1 AND FURNISH AND INSTALL 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.1 AND 123. RUN 1-2"SPARE CONDUIT TO ADJACENT JUNCTION BOX. CONNECT ALL FIELD WIRING. CONTRACTOR WILL COORDINATE POWER CONNECTION WITH UTILITY COMPANY AND COMPLETE ALL WORK REQUIRED BETWEEN SERVICE CABINET AND CONNECTION POINT. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL SHALL BE PRESENT WHEN SYSTEM IS TURN ON AND STREET LIGHTING INSPECTION IS SIGNED OFF. OEXTEND JOINT UTILITY TRENCH 5-FT BEHIND BACK OF CURB, STUB OUT AND CAP PSE CONDUITS. OINSTALL COMMUNICATION VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT SCHEDULE AND SPECIAL PROVISIONS FOR ADDITIONAL FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. OINSTALL POWER VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT TYPE AND SPECIAL PROVISIONS FOR ADDITIONAL PSE CONSTRUCTION REQUIREMENTS. OINSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00 FOR CITY OF RENTON INTERCONNECT SYSTEM. OROUTE CONDUIT INTO EXISTING VAULT FROM JOINT UTILITY TRENCH. SEE DRAWINGS IL11 FOR CONDUIT DIAGRAM AND DRAWINGS IL14-IL15 FOR JOINT UTILITY TRENCH DETAILS. OINTERCEPT EXISTING CONDUIT CARRYING CONDUCTORS FOR PEDESTRIAN LUMINAIRE LOCATED ON NE 10TH ST (STA 26+25 RT) AND ROUTE INTO PROPOSED TYPE 2 JUNCTION BOX, SPLICE CONDUCTORS TO CIRCUIT D - PEDESTRIAN ILLUMINATION. INSTALL PEDESTRIAN LUMINAIRE. 10 INSTALL VIDEO DETECTION CAMERA AND MOUNT ON SIGNAL MAST ARM PER MANUFACTURER'S RECOMMENDATION. ROUTE WIRE BACK TO SIGNAL CONTROLLER USING EXISTING CONDUIT. SEE SPECIAL PROVISIONS. 11 INSTALL VIDEO DETECTION PROCESSOR IN SIGNAL CABINET PER MANUFACTURER'S RECOMMENDATION. SEE SPECIAL PROVISIONS. 12 SEE DETAIL 2 ON DRAWING IL10 FOR FOUNDATION PLACEMENT WITHIN SIDEWALK. 13 INSTALL BUILDING STUB OUT PER DETAIL 4 ON DRAWING IL10. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. 14 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE FOUNDATION PER DETAIL 2 ON DRAWING IL10. REMOVE EXISTING ASSOCIATED ELECTRICAL EQUIPMENT NO LONGER NEEDED. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER SOURCE AND ROUTING INTO NEW FOUNDATION PRIOR TO REMOVING EXISTING LUMINAIRE. FINAL LOCATION TO BE CONFIRMED DURING CONSTRUCTION. 15 ROUTE INTERCONNECT CONDUIT INTO EXISTING COR JUNCTION BOX AND SPLICE FIBER PER SPECIAL PROVISIONS. i6 ROUTE CONDUITS TO BASE OF UTILITY POLE. SEE SPECIAL PROVISIONS FOR FRANCHIS UTILITY P S AND CONTINUATION OF WORK. 1 17 ROUTE CENTURYLINK/TELECOMMUNCATION CONDUIT TO BASE OF EXISTING PEDESTAL. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATIO OF WORK. 18 INT CEPT EXISTING FRANCHISE UTILITY CONDUIT. UTILITY AND CONDUIT SIZE SHOWN ON CONSTRUCTION NOTE. SEE JOINT UTILITY TRENCH CONDUIT DIAGRAM AN SE N, S IAL OVI NS R D IL RM ON. 19 INSTALL THREE 4-INCH AND ONE 6-INCH CONDUITS BELOW DRIVEWAY. PROTECT AND MAINTAIN EXISTING CONDUITS. SEE DETAIL 3 ON DRAWING IL10 OR ADDITIONAL INFORM 20 RO E COR INTERCONNECT CONDUIT TO NEW TYPE 2 JUNCTION BOX INSTALLED AT BASE OF UTILITY POLE. CONTINUE CDR CONDUIT UP UTILITY POLE VIA STEEL CONDUIT RISER PER WSDOT STANDARD PLAN J-15.10-01. 21 INSTALL TYPE 2 JUNCTION BOX FOR PARK NETWOR ING SYSTEM. 2 CITY OF RENTON DE0/2016 SUNSET LANE NE B IL2 ILLUMINATION AND JOINT UTILITY TRENCH PLAN 65 / NW % SEC 9, T 23 N, R 5 E, W.M. \ 16 / / / COMCAST-CV#3 13 5 S2 3 3 S1 PSE-PV#3 13 6 \°m L 1��/ ss _.._ 3' 20 1 3 g \ \ Q TELECOM-CV#2AS 13 5 / SS V c W �/-_ z z W w Z 5y ss pJ G 3 C 10 Y"' y LLI V' �. �G 10 23 w g 21 COMCAST-CV#2 PSE-PV#2 13 ^.. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O16 WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIAL PROVISIONS. 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. SEE SECTION 8-20.3 OF THE SPECIAL PROVISIONS. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL ® 425-430-7423 FOR POLE NUMBERS TO BE INSTALLED PER CDR STD PLAN 121. 5. ALL ILLUMINATION CONDUIT SHALL BE RIGID PVC SCHEDULE 80, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)B. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON" UNLESS PRIVATELY OWNED BY PSE, CENTURYLINK, AND COMCAST. 7. ALL CONDUIT CONTAINING FIBER AND FUTURE FIBER CONDUIT SHALL BE INSTALLED WITH DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT STD SPECIFICATION SECTION 8-20.3(5)A7. 21t INSTALL CONDUIT FROM SERVICE "S1" TO TELECOM-CV#4 5 13 COMCAST-CV#4 � 1 P9 C, 21 I 17 17 23 2 \ o P10 1 \ 22 13 PSE-PV#4 \ P8 I P11 1 20 � `� 17 I FUTURE SIDEWALK AND LUMINAIRE t7 ` s � 1 24 LOCATIONS UPDATED PER SUNSET \� \ `A NEIGHBORHOOD PARK BID SET OF, I PLANS. \ 7 I 22 I I J P7 23 II _ B. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER SPECIAL PROVISIONS. JUNCTION BOXES IN PLANTER STRIP SHALL HAVE A CONCRETE PAD PER CDR STD PLAN 120. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN 119. 9. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 10. ILLUMINATION CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE TO EASE WITH INSTALLATION UNLESS IT IS PART OF THE JOINT UTILITY TRENCH. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 12. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR SPECIAL FRANCHISE UTILITY COORDINATION REQUIREMENTS. 13. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR CONSTRUCTION PLANS AND REQUIREMENTS, AND SUPPLEMENTAL INFORMATION FOR THE FOLLOWING FRANCHISE UTILITIES: PSE, COMCAST, AND CENTURYLINK. 14. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH. LEGEND LUMINAIRE - SEE SCHEDULE ON IL6 m JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 W] JUNCTION BOX TYPE 8 ® SERVICE CABINET 25-TA COR VAULT PSE PSE VAULT 0 COMCAST VAULT 4:]TELEC.MMUNICATION VAULT ------- CONDUIT JOINT UTILITY TRENCH - SEE IL71 QCONDUIT WIRE NOTE - SEE SCHEDULE ON IL6 O CONSTRUCTION NOTE 0EKp H� Perteet CALL 2 BUSINESS DAYS BEFORE YOU DIG o z 4 DID 10 29/1a DID m, 3 MAM 4/26/17 DID M. MAcl.as 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990C 49442 2 MAM 1/17/17 DID "J. BEAN UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss/ONqL EENG�� t21tp t JJH a/z7/7e DID Pq mP DE BOLDT Seattle, Washington 98104 Q� NO. REVISION BY DATE APPR A M Mncins 1 "=20' SCALE 20 0 20 40 FEET RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. oMw:w�"'s CITY OF RENTON DATUM Planning/Building/Public Works Dept KEY MAP CONSTRUCTION NOTES 1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.2 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. 2 FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.1 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. OCONSTRUCT CONCRETE FOUNDATION PER CDR STD PLAN 126.1 AND FURNISH AND INSTALL 120/240V ELECTRICAL SERVICE CABINET PER CDR STD PLAN 122.1 AND 123. RUN 1-2"SPARE CONDUIT TO ADJACENT JUNCTION BOX. CONNECT ALL FIELD WIRING. CONTRACTOR WILL COORDINATE POWER CONNECTION WITH UTILITY COMPANY AND COMPLETE ALL WORK REQUIRED BETWEEN SERVICE CABINET AND CONNECTION POINT. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL SHALL BE PRESENT WHEN SYSTEM IS TURN ON AND STREET LIGHTING INSPECTION IS SIGNED OFF. OEXTEND JOINT UTILITY TRENCH 5-FT BEHIND BACK OF CURB, STUB OUT AND CAP PSE CONDUITS. OINSTALL COMMUNICATION VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT SCHEDULE AND SPECIAL PROVISIONS FOR ADDITIONAL FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. OINSTALL POWER VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT TYPE AND SPECIAL PROVISIONS FOR ADDITIONAL PSE CONSTRUCTION REQUIREMENTS. OINSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00 FOR CITY OF RENTON INTERCONNECT SYSTEM. OROUTE CONDUIT INTO EXISTING VAULT FROM JOINT UTILITY TRENCH. SEE DRAWINGS IL11 FOR CONDUIT DIAGRAM AND DRAWINGS IL14-IL15 FOR JOINT UTILITY TRENCH DETAILS. OINTERCEPT EXISTING CONDUIT CARRYING CONDUCTORS FOR PEDESTRIAN LUMINAIRE LOCATED ON NE 10TH ST (STA 26+25 RT) AND ROUTE INTO PROPOSED TYPE 2 JUNCTION BOX, SPLICE CONDUCTORS TO CIRCUIT D - PEDESTRIAN ILLUMINATION. INSTALL PEDESTRIAN LUMINAIRE. 10 INSTALL VIDEO DETECTION CAMERA AND MOUNT ON SIGNAL MAST ARM PER MANUFACTURER'S RECOMMENDATION. ROUTE WIRE BACK TO SIGNAL CONTROLLER USING EXISTING CONDUIT. SEE SPECIAL PROVISIONS. 11 INSTALL VIDEO DETECTION PROCESSOR IN SIGNAL CABINET PER MANUFACTURER'S RECOMMENDATION. SEE SPECIAL PROVISIONS. 12 SEE DETAIL 2 ON DRAWING IL10 FOR FOUNDATION PLACEMENT WITHIN SIDEWALK. 13 INSTALL BUILDING STUB OUT PER DETAIL 4 ON DRAWING IL10. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. 14 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE FOUNDATION PER DETAIL 2 ON DRAWING IL10. REMOVE EXISTING ASSOCIATED ELECTRICAL EQUIPMENT NO LONGER NEEDED. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER SOURCE AND ROUTING INTO NEW FOUNDATION PRIOR TO REMOVING EXISTING LUMINAIRE. FINAL LOCATION TO BE CONFIRMED DURING CONSTRUCTION. 15 ROUTE INTERCONNECT CONDUIT INTO EXISTING CDR JUNCTION BOX AND SPLICE FIBER PER SPECIAL PROVISIONS. 16 ROUTE CONDUITS TO BASE OF UTILITY POLE. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATION OF WORK. 17 ROUTE CENTURYLINK/TELECOMMUNCATION CONDUIT TO BASE OF EXISTING PEDESTAL. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATION OF WORK. 18 IN CEPT EXISTING FRANCHISE UTILITY CONDUIT. UTILITY AND CONDUIT SIZE SHOWN ON CONSTRUCTION NOTE. SEE JOINT UTILITY TRENCH CONDUIT DIAGRAM AN SE N, S IAL OVI NS R D IL RM ON. 19 INSTALL THREE 4-INCH AND ONE 6-INCH CONDUITS BELOW DRIVEWAY. PROTECT AND MAINTAIN EXISTING CONDUITS. SEE DETAIL 3 ON DRAWING IL10 OR ADDITION L INF RMAT 20 RO E COR INTERCONNECT CONDUIT TO NEW TYPE 2 JUNCTION BOX INSTALLED AT BASE OF UTILITY POLE. CONTINUE CDR CONDUIT UP UTILITY POLE VIA STEEL CONDUIT RISER PER WSDOT STANDARD PLAN J-15.10-01. 21 INSTALL TYPE 2 JUNCTION BOX FOR PARK NETWOR ING SYSTEM. 2 CITY OF RENTON 1 DE0/2016 SUNSET LANE NE B 10 ILLUMINATION AND JOINT UTILITY TRENCH PLAN 66 NW 1/ SEC 9, T 23 N, R 5 E, W.M. w z U 0 a W z W z a J LLI (n z (n APPROXIMATE LOCATION STA 21+91. 186' LT PROTECT EX. GUY WIRE. c> _ GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O16 WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIAL PROVISIONS. 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. SEE SECTION 8-20.3 OF THE SPECIAL PROVISIONS. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL ® 425-430-7423 FOR POLE NUMBERS TO BE INSTALLED PER COR STD PLAN 121. 5. ALL ILLUMINATION CONDUIT SHALL BE RIGID PVC SCHEDULE 80, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)B. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON" UNLESS PRIVATELY OWNED BY PSE, CENTURYLINK, AND COMCAST. 7. ALL CONDUIT CONTAINING FIBER AND FUTURE FIBER CONDUIT SHALL BE INSTALLED WITH DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT STD SPECIFICATION SECTION 8-20.3(5)A1. B. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER SPECIAL PROVISIONS. JUNCTION BOXES IN PLANTER STRIP SHALL HAVE A CONCRETE PAD PER CDR STD PLAN 120. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN 119. 9. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 10. ILLUMINATION CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE TO EASE WITH INSTALLATION UNLESS IT IS PART OF THE JOINT UTILITY TRENCH. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 12. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR SPECIAL FRANCHISE UTILITY COORDINATION REQUIREMENTS. 13. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR CONSTRUCTION PLANS AND REQUIREMENTS, AND SUPPLEMENTAL INFORMATION FOR THE FOLLOWING FRANCHISE UTILITIES: PSE, COMCAST, AND CENTURYLINK. 14. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 0EKp �,� m 49442 p \ 10NAL EE G Z�t21I NO. I REVISION LEGEND LUMINAIRE - SEE SCHEDULE ON IL6 m JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 ® SERVICE CABINET 25-TA COR VAULT PSE PSE VAULT 0 COMCAST VAULT 4::iTELEC..MUNICATION VAULT ------- CONDUIT JOINT UTILITY TRENCH - SEE IL11 QCONDUIT WIRE NOTE - SEE SCHEDULE ON IL6 O CONSTRUCTION NOTE TAM 4/28/17 DID 61-, MACIAS TAM 1/17/17 DID J, BEAN IJH 9/27/16 DID �E� - xmP DE BOLDT BY DATE APPR "PA M MAC IAS 1 "=20' 16 APPROXIMATE LOCATION Z STA 24+50, 144' LT SCALE 20 0 20 40 FEET RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. oMw:w�"'s CITY OF RENTON DATUM Planning/Building/Public Works Dept KEY MAP CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.2 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.1 AND 117.3. APPLY DECAL NUMBERING WITH CDR POLE ID# TO LUMINAIRE POLE PER CDR STD PLAN 121. OCONSTRUCT CONCRETE FOUNDATION PER CDR STD PLAN 126.1 AND FURNISH AND INSTALL 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.1 AND 123. RUN 1-2"SPARE CONDUIT TO ADJACENT JUNCTION BOX. CONNECT ALL FIELD WIRING. CONTRACTOR WILL COORDINATE POWER CONNECTION WITH UTILITY COMPANY AND COMPLETE ALL WORK REQUIRED BETWEEN SERVICE CABINET AND CONNECTION POINT. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL SHALL BE PRESENT WHEN SYSTEM IS TURN ON AND STREET LIGHTING INSPECTION IS SIGNED OFF. OEXTEND JOINT UTILITY TRENCH 5-FT BEHIND BACK OF CURB, STUB OUT AND CAP PSE CONDUITS. OINSTALL COMMUNICATION VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT SCHEDULE AND SPECIAL PROVISIONS FOR ADDITIONAL FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. OINSTALL POWER VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT TYPE AND SPECIAL PROVISIONS FOR ADDITIONAL PSE CONSTRUCTION REQUIREMENTS. OINSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00 FOR CITY OF RENTON INTERCONNECT SYSTEM. OROUTE CONDUIT INTO EXISTING VAULT FROM JOINT UTILITY TRENCH. SEE DRAWINGS IL11 FOR CONDUIT DIAGRAM AND DRAWINGS IL14-IL15 FOR JOINT UTILITY TRENCH DETAILS. OINTERCEPT EXISTING CONDUIT CARRYING CONDUCTORS FOR PEDESTRIAN LUMINAIRE LOCATED ON NE 10TH ST (STA 26+25 RT) AND ROUTE INTO PROPOSED TYPE 2 JUNCTION BOX, SPLICE CONDUCTORS TO CIRCUIT D - PEDESTRIAN ILLUMINATION. INSTALL PEDESTRIAN LUMINAIRE. 10 INSTALL VIDEO DETECTION CAMERA AND MOUNT ON SIGNAL MAST ARM PER MANUFACTURER'S RECOMMENDATION. ROUTE WIRE BACK TO SIGNAL CONTROLLER USING EXISTING CONDUIT. SEE SPECIAL PROVISIONS. 11 INSTALL VIDEO DETECTION PROCESSOR IN SIGNAL CABINET PER MANUFACTURER'S RECOMMENDATION. SEE SPECIAL PROVISIONS. 12 SEE DETAIL 2 ON DRAWING IL10 FOR FOUNDATION PLACEMENT WITHIN SIDEWALK. 13 INSTALL BUILDING STUB OUT PER DETAIL 4 ON DRAWING IL10. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. 14 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE FOUNDATION PER DETAIL 2 ON DRAWING IL10. REMOVE EXISTING ASSOCIATED ELECTRICAL EQUIPMENT NO LONGER NEEDED. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER SOURCE AND ROUTING INTO NEW FOUNDATION PRIOR TO REMOVING EXISTING LUMINAIRE. FINAL LOCATION TO BE CONFIRMED DURING CONSTRUCTION. 15 ROUTE INTERCONNECT CONDUIT INTO EXISTING CDR JUNCTION BOX AND SPLICE FIBER PER SPECIAL PROVISIONS. 16 ROUTE CONDUITS TO BASE OF UTILITY POLE. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATION OF WORK. 1 17 ROUTE CENTURYLINK/TELECOMMUNCATION CONDUIT 0 BASE OF EXISTING PEDESTAL. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AND CONTINUATIO OF ORK. 18 IN CEPT EXISTING FRANCHISE UTILITY CONDUIT. UTILITY AND CONDUIT SIZE SHOWN ON CONSTRUCTION NOTE. SEE JOINT UTILITY TRENCH CONDUIT DIAGRAM PROTECT AND MAINTAIN EXISTING CONDUITS. SEE DETAIL 3 ON DRAWING IL10 20 ROUTE COR INTERCONNECT CONDUIT TO NEW TYPE 2 JUNCTION BOX INS' AT BASE OF UTILITY POLE. CONTINUE CDR CONDUIT UP UTILITY POLE VIA STEEL CONDUIT RISER PER WSDOT STANDARD PLAN J-15.10-01. 21 INSTALL TYPE 2 JUNCTION BOX FOR PARK NETWORKING SYSTEM. 2 CITY OF RENTON �E0/2016 SUNSET LANE NE e IL4 ILLUMINATION AND JOINT UTILITY TRENCH PLAN 67 NW 1/ SEC 9, T 23 N, R 5 E, W.M. w Q U 0 a w z LLJ z a J LLI (n z (n J T O O N H (N w z J SCALE 20 0 20 40 FEET GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O16 WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIAL PROVISIONS. 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. SEE SECTION 8-20.3 OF THE SPECIAL PROVISIONS. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL ® 425-430-7423 FOR POLE NUMBERS TO BE INSTALLED PER CDR STD PLAN 121. 5. ALL ILLUMINATION CONDUIT SHALL BE RIGID PVC SCHEDULE 80, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)B. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON" UNLESS PRIVATELY OWNED BY PSE, CENTURYLINK, AND COMCAST. 7. ALL CONDUIT CONTAINING FIBER AND FUTURE FIBER CONDUIT SHALL BE INSTALLED WITH DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT STD SPECIFICATION SECTION 8-20.3(5)A1. 0 3 m N J CD 0 Ed Ed U) O Lc) Ln H U) w z J RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 8. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER SPECIAL PROVISIONS. JUNCTION BOXES IN PLANTER STRIP SHALL HAVE A CONCRETE PAD PER CDR STD PLAN 120. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN 119. 9. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 10. ILLUMINATION CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE TO EASE WITH INSTALLATION UNLESS IT IS PART OF THE JOINT UTILITY TRENCH. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 12. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR SPECIAL FRANCHISE UTILITY COORDINATION REQUIREMENTS. 13. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR CONSTRUCTION PLANS AND REQUIREMENTS, AND SUPPLEMENTAL INFORMATION FOR THE FOLLOWING FRANCHISE UTILITIES: PSE, COMCAST, AND CENTURYLINK. 14. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH. \ DEKp �aE SN H� CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet Q �� _� 4 3 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 o 2 t ADDENDUM t UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss/ONq� EENG�� t21tp Seattle, Washington 98104 QI NO. REVISION SCALE 20 0 20 40 FEET LEGEND LUMINAIRE - SEE SCHEDULE ON IL6 m JUNCTION BOX TYPE 1 f7 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 ® SERVICE CABINET 25-TA CDR VAULT PSE PSE VAULT WL1G>.9T COMCAST VAULT CLINK CENTURYLINK VAULT TELE TELECOMMUNICATION VAULT 2 ------- CONDUIT - JOINT UTILITY TRENCH - SEE IL11 SCALE 0 20 40 FEET ZCONDUIT WIRE NOTE - SEE SCHEDULE ON IL6 OX CONSTRUCTION NOTE AAM 1/17/17 DID 616NE�M MACIAS 1JH 9/27/1e DID � J, BEAN TA 6/8/16 xm .. - P DE BOLDT BY DATE APPR "PA M MACIAS "=20' aoM w�3 ss„ �� DATUM ,F CITY OF RENTON Planning/Building/Public Works Dept KEY MAP CONSTRUCTION NOTES CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. 1 FURNISH AND INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND CDR STD PLAN 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE PER COR STD PLAN 121. OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL ON DRAWING IL9. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER DRAWING IL9 AND COR STD PLAN 117.1 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE PER COR STD PLAN 121. OCONSTRUCT CONCRETE FOUNDATION PER COR STD PLAN 126.1 AND FURNISH AND INSTALL 120/240V ELECTRICAL SERVICE CABINET PER CDR STD PLAN 122.1 AND 123. RUN 1-2"SPARE CONDUIT TO ADJACENT JUNCTION BOX. CONNECT ALL FIELD WIRING. CONTRACTOR WILL COORDINATE POWER CONNECTION WITH UTILITY COMPANY AND COMPLETE ALL WORK REQUIRED BETWEEN SERVICE CABINET AND CONNECTION POINT. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL SHALL BE PRESENT WHEN SYSTEM IS TURN ON AND STREET LIGHTING INSPECTION IS SIGNED OFF. OEXTEND JOINT UTILITY TRENCH 5-FT BEHIND BACK OF CURB, STUB OUT AND CAP PSE CONDUITS. OINSTALL COMMUNICATION VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT SCHEDULE AND SPECIAL PROVISIONS FOR ADDITIONAL FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. OINSTALL POWER VAULT. SEE TABLE ON DRAWING IL11 FOR VAULT TYPE AND SPECIAL PROVISIONS FOR ADDITIONAL PSE CONSTRUCTION REQUIREMENTS. OINSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00 FOR CITY OF RENTON INTERCONNECT SYSTEM. OROUTE CONDUIT INTO EXISTING VAULT FROM JOINT UTILITY TRENCH. SEE DRAWINGS IL11 FOR CONDUIT DIAGRAM AND DRAWINGS IL14-IL15 FOR JOINT OINTERCEPT EXISTING CONDUIT CARRYING CONDUCTORS FOR PEDESTRIAN LUMINAIRE LOCATED ON NE 10TH ST (STA 26+25 RT) AND ROUTE INTO PROPOSED TYPE 2 JUNCTION BOX, SPLICE CONDUCTORS TO CIRCUIT D - PEDESTRIAN ILLUMINATION. INSTALL PEDESTRIAN LUMINAIRE. MANUFACTURER'S RECOMMENDATION. ROUTE WIRE BACK TO SIGNAL CONTROLLER USING EXISTING CONDUIT. SEE SPECIAL PROVISIONS. 11 INSTALL VIDEO DETECTION PROCESSOR IN SIGNAL CABINET PER MANUFACTURER'S RECOMMENDATION. SEE SPECIAL PROVISIONS. 12 SEE DETAIL 2 ON DRAWING IL10 FOR FOUNDATION PLACEMENT WITHIN SIDEWALK. 13 INSTALL BUILDING STUB OUT PER DETAIL 4 ON DRAWING IL10. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS. 14 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE FOUNDATION PER DETAIL 2 ON DRAWING IL10. REMOVE EXISTING ASSOCIATED ELECTRICAL EQUIPMENT NO LONGER NEEDED. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER SOURCE AND ROUTING INTO NEW FOUNDATION PRIOR TO REMOVING EXISTING LUMINAIRE. FINAL LOCATION TO BE CONFIRMED DURING CONSTRUCTION. 15 ROUTE INTERCONNECT CONDUIT INTO EXISTING CDR JUNCTION BOX AND SPLICE FIBER PER SPECIAL PROVISIONS. 16 ROUTE CONDUITS TO BASE OF UTILITY POLE. SEE SPECIAL PROVISIONS �FORFRANCHIROUTE CENTURYLINK/TELECOMMUNCATION CONDUIT TO BASE OF EXISTINPEDESTAL. SEE SPECIAL PROVISIONS FOR FRANCHISE UTILITY PLANS AN 18 INTERCEPT EXISTING FRANCHISE UTILITY CONDUIT. UTILITY AND CONDUIT SIZE SHOWN ON CONSTRUCTION NOTE. SEE JOINT UTILITY TRENCH CONDUIT DIAGRAM AN SE N, S IAL OVI NS R D IL ORM ON. 19 INSTALL THREE 4-INCH AND ONE 6-INCH CONDUITS BELOW DRIVEWAY. PROTECT AND MAINTAIN EXISTING CONDUITS. SEE DETAIL 3 ON DRAWING IL10 OR ADDITION L INF RMAT 20 RO E CDR INTERCONNECT CONDUIT TO NEW TYPE 2 JUNCTION BOX INSTALLED AT BASE OF UTILITY POLE. CONTINUE CDR CONDUIT UP UTILITY POLE VIA STEEL CONDUIT RISER PER WSDOT STANDARD PLAN J-15.10-01. 21 INSTALL TYPE 2 JUNCTION BOX FOR PARK NETWORKING SYSTEM. 3 CITY OF RENTON DEB 0/2016 SUNSET LANE NE IL5 ILLUMINATION AND JOINT UTILITY TRENCH PLAN 68 LUMINAIRE SCHEDULE SERVICE "S1" LUMINAIRE # STATION OFFSET FIXTURE TYPE POLE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE CIRCUIT DECAL # COMMENTS 1 S-LINE STA 10+32.00 14.50' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 4' 35' 1 A 2 S-LINE STA 10+46.00 29.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D 3 S-LINE STA 10+98.00 36.00, LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D SEE DETAIL 2 ON SHEET IL10 4 S-LINE STA 11+68.00 29.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D 5 S-LINE STA 12+37.00 31.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D 6 S-LINE STA 13+11.00 29.00' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D 7 G-LINE STA 51+85.50 15.50' RT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 6' 35' 1 A 8 G-LINE STA 51+43.00 17.50' RT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 D 9 G-LINE STA 51+43.00 23.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT FED 4' 14' 2 C 10 S-LINE STA 13+86.00 19.50' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 12' 35' 1 A 11 "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT 6 14' C 12 S-LINE STA 14+55.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 13 S-LINE STA 14+99.50 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 14 S-LINE STA 15+53.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 15 S-LINE STA 16+06.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 16 S-LINE STA 16+72.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 17 S-LINE STA 17+36.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 1 2 C 18 S-LINE STA 17+98.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 19 S-LINE STA 18+49.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 20 S-LINE STA 18+99.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 21 S-LINE STA 19+56.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 C 22 G-LINE STA 70+45.50 7.75' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 6' 35' 1 A 23 S-LINE STA 20+04.00 18.50' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 1o' 35' 1 A 24 S-LINE STA 20+66.50 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 D 25 S-LINE STA 21+40.50 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 D 26 S-LINE STA 22+30.50 35.50' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 6' 35' 1 A 27 S-LINE STA 22+49.00 1 18.Q01T "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 1o' 35' 1 A 28 S-LINE STA 23+03.00 "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 D 29 S-LINE STA 23+61.00 "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 D 30 S-LINE STA 24+12.00 35.50' LT "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 6' 35' 1 A 31 S-LINE STA 24+51.50 9. T "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 1o' 35' 1 A 32 S-LINE STA 25+05.00 "DECORATIVE ROADWAY", 64 LED, 70W, 4K (M-111-FC), 240 VOLT ROAD 6' 35' 1 A 33 S-LINE STA 25+48.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 D 34 S-LINE STA 26+18.00 21.50' LT "DECORATIVE PEDESTRIAN" 30 LED, 6OW, 4K (S-II-FC) 240 VOLT PED 4' 1 14' 1 2 D PARK LUMINAIRE SCHEDULE - PAID BY SCHEDULE F SERVICE "S2" LUMINAIRE # STATION OFFSET FIXTURE TYPE 1 POLE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE CIRCUIT DECAL # TOP OF FOUNDATION WIREWAY SIZE COMMENTS P1 S-LI 1 + .5 25.06. RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 337.06' 1}" P2 S-LINE STA 14+02.14 23.68' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 336.23' 3 P3 S-LINE STA 14+68.89 26.06' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 333.85' P4 S-LINE STA 15+37.90 26.91' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 331.30' P5 S-LINE STA 16+04.26 26.18' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 330.07' P6 S-LINE STA 16+74.94 26.26' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 329.40' 1" P7 S-LINE STA 17+36.00 27.35' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 330.12 P8 - IN A 17 97 08 28.48' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 330.50' P9 -LINE STA 18+74.95 3 24.23' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 333.56' 1" F10 -LINE STA 19+56.06 22.12' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 337.07' P11 -LINE STA 20+13.95 27.29' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 338.20' P12 S-LINE STA 21+00.21 27.78' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 1 2 B 338.31' 1j" P13 S-LINE STA 21+82.56 21.61' RT 'DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 1 4' 1 14' 1 2 A 339.11' P14 S-LINE STA 22+62.56 21.44' RT 'DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 339.52' P15 S-LINE STA 23+26.27 19.82' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 A 340.05' P16 S-LINE STA 23+97.18 19.35' RT "DECORATIVE PEDESTRIAN" 30 LED, 60W, 4K (S-II-FC) 240 VOLT PED 4' 14' 2 B 340.23- 1 " CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 RECORD DRAWING 1 3 A3 INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE 0 E K0 INFORMATION SHOWN. o 3 49442 p \ �F�S�NNA� 2 EEG\�2�1211p 1 N0. REVISION MAM a/2e/n DID Es�G"ECM MAcl.as DID z/zz/n '""" J. BEAN MAM t/n/n DID "E_ - xmP DE BOLDT BY DATE APPR "PA M Mncins w�3oNONE RaoM ssn � � DATUM ILLUMINATION WIRING SCHEDULE SERVICE L N0. CONDUIT SIZE CONDUCTORS CIRCUIT COMMENTS EXISTING NEW 1 2" 2 #8 A INTERSECTION ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 2" SPARE 2 2" 2 #8 A INTERSECTION ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 2 #8 A INTERSECTION ILLUMINATION 2 2 #8 C PEDESTRIAN ILLUMINATION 4 2" 2 #8 C PEDESTRIAN ILLUMINATION 2" 2 #8 A INTERSECTION ILLUMINATION 5 2" SPARE S 1 6 2" 2 #8 A INTERSECTION ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 2" SPARE 7 2- 2 #8 A INTERSECTION ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 8 2" 2 #8 D PEDESTRIAN ILLUMINATION 9 1" 2 #8 A INTERSECTION ILLUMINATION 10 1" 2 #8 C PEDESTRIAN ILLUMINATION 11 1" 2 #8 D PEDESTRIAN ILLUMINATION 12 2" 2 #8 A INTERSECTION ILLUMINATION 13 1" 2 #8 A INTERSECTION ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 14 2" ITS FUTURE USE 15 NOT USED PARK ILLUMINATION WIRING SCHEDULE PAID BY SCHEDULE F SERVICE A N0. CONDUIT SIZE CONDUCTORS CIRCUIT COMMENTS EXISTING NEW 16 2" 2 #8 A PARK PED LIGHTING 2 #8 B PARK PED LIGHTING 2" SPARE 17 2" 2 #8 A PARK PED LIGHTING 2 #8 B PARK PED LIGHTING 18 2" 2 #8 A PARK PED LIGHTING S2 19 2" 2 #8 B PARK PED LIGHTING 20 1" 2 #8 A PARK PED LIGHTING 21 1" 2 8 B PARK PED LIGHTIN 2" FUTURE USE 22 2" FUTURE USE 23 2" FUTURE USE Y Z J 90' w 3 0 180' I 0' 3 N I � � 202' a 270' z N Y Z J 90' w 3 0 180' I 0' 5 N I � � a 270' z LUMINAIRE jP1 LUMINAIRE #P2 TO #P16 PARK LUMINAIRE ORIENTATION NTS _ � � CITY OF RENTON Planning/Building/Public Works Dept CITY OF RENTON P� a 4/2016 SUNSET LANE NE IL6 LUMINAIRE AND ILLUMINATION WIRING SCHEDULE ="� 69 Ll 1 err r.nrn I'm nn. r 1 1.1 c LLI SER\ z z U W w z a a __J I— LU U) z 2 19 CK CK CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 0EKp �,� m 49442 p \ �F�S�NNA� EEG\�2�1211p GENERAL NOTES 1. CITY OF RENTON INTERCONNECT CONDUITS RUN UNINTERRUPTED BETWEEN COMMUNICATION VAULT GROUPS AS SHOWN ON THIS SHEET AND IL71. ILLUMINATION CONDUIT SHALL BE INSTALLED AS PART OF THE JOINT UTILITY TRENCH (JUT) AS SHOWN ON IL14 AND I1-15. ILLUMINATION CONDUIT WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE ILLUMINATION JUNCTION BOXES. 2. SEE SHEET IL6 FOR ILLUMINATION CONDUIT AND WIRE SIZE. 3. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR CONSTRUCTION COORDINATION REQUIREMENTS. LEGEND ............... ILLUMINATION CONDUCTORS EXISTING ILLUMINATION CONDUCTORS ............................. INTERCONNECT FIBER LUMINAIRE — SEE IL6 EXISTING LUMINAIRE ® SERVICE CABINET OOM COMMUNICATION VAULT — SEE I1-11 s7. 34 CITY OF RENTON TA VAULT �v BREAKER SCHEDULE SERVICE "S1" ® GLENNWOOD 120/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) SERVICE 100 AMP A INTERSECTION ILLUMINATION 30 AMP 30 AMP 240 3.50 B SPARE 30 AMP 30 AMP 240 0.00 C PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60 D PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60 E SPARE 30 AMP 120 0.00 F PHOTOCELL 15 AMP 120 0.001 G GFR 20 AMP 120 1.80 PEAK 12.50 CONTINUOUS 10.70 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. ."m NONE ° ' °w°�1 ® CITY ET LANE N a/2016 Mncl.as ,� CITY OF SUNSET LANE NE a°°"� J. BEAN ' RENTON w, DATUM IL7 P. DE BOLDT Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR "" M_ MACIAS ILLUMINATION AND INTERCONNECT ONE -LINE WIRING DIAGRAM 70 9, v Z VAULT AND SPLICE PER SPECIAL PROVISIONS. �A 00 9L SERVICE "S2" CKT A 2#8 CKT B 2#8 2"-FUTURE USE 2"-FUTURE USE Ld z Ld Q z 0 c.� z 2"-FU1 Q� 2"-FUTURE USE Q NE 10TH ST P11 P12 CKT A 2#8 P10 CKT B 2#8 CKT A 2#8 CKT B 2#8 P9 _�_P8 P7 CKT A 2#8 CKT B 2#8 P6 /A N RAILS �P5 P13 A�USE ------------------ — --__O�2:-FUTURE - (v ..- --'-'-'-'-'-'-.. -'-'-'-'-'-'--- - � v� ` �C- P14 P15 CKT A 2#8 CKT B 2#8 CKT 6 2#8 P16 F� ST ALL PARK ILLUMINATION WORK IS PAID BY SCHEDULE F FINISHED GRADE 3._O., `/ v (SEE IRS SHEETS) LEGEND UTILITY UTILITY OWNER I = PARK ILLUMINATION F = FUTURE USE 24" MIN 12 ' OF2 .inn F21,'L.: 12 rlY1l .)AN . SIZE (INCHES) 4" —L 3" T (TYP) CKT A 2#8 CKT A 2#8 CKT B 2#8 P4 r P1 P3 P2 - cz; s 2"—FUTURE USE 2"—FUTURE USE i 0 �A 1E 02 g�� m SANS 2� DEKp CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 0 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ Al_ EENG���t211p Seattle, Washington 98104 2 o. REVISION GENERAL NOTES 1. LUMINAIRE LOCATION FOR PARK LIGHTING SHALL BE VERIFIED AND APPROVED BY CITY PRIOR TO INSTALLATION. 2. TOP OF FOUNDATION ELEVATION TO BE PROVIDED DURING CONSTRUCTION. 3. SEE SHEET IL6 FOR ILLUMINATION CONDUIT AND WIRE SIZE. LEGEND -- -----— --- ILLUMINATION CONDUCTORS 0—� LUMINAIRE - SEE IL6 ® SERVICE CABINET PARK NETWORKING GENERAL NOTES 1. PARK ILLUMINATION AND PARK NETWORKING CONDUITS SHALL MAINTAIN 1-FT SEPARATION. SEE SECTION A -A THIS SHEET. ,Q 2. PARK ILLUMINATION AND PARK NETWORKING SYSTEMS SHALL NOT SHARE JUNCTION BOXES. SEE ILO1-IL05 FOR DETAILED �V CONDUIT LAYOUT AT POLES. 3. SEE SHEET IL6 FOR POLES WITH WIREWAY ACCESS. BREAKER SCHEDULE SERVICE "S2" ® GLENNWOOD 120/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) SERVICE 100 AMP A PARK PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 2.40 B PARK PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 2.40 C SPARE 30 AMP 240 0.00 D SPARE 30 AMP 240 0.00 E SPARE 30 AMP 120 0.00 F PHOTOCELL 15 AMP 120 0.001 G GFR 20 AMP 120 1.80 PEAK 6.60 CONTINUOUS 4.80 MACIAS NONE ® CITY OF esmxeM RENTON TAM 1/17/17DID - DATUM xmP DE BOLDT BY DATE APPR .PAPlanning/Building/Public Works Dept M. MACIAS RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON SUNSET LANE NE PARK ILLUMINATION ONE -LINE WIRING DIAGRAM 0/2016 =B IL8 sxcc*. 71 oP:9 PAINT SPECIFICATIONS: ALUMINUM SHROUD ALL ALUMINUM LUMINAIRE AND POLE (BY MANUFACTURER) RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" SEE SPECIAL PROVISIONS SECTION 6-07. DECORATIVE ROADWAY DOME STYLE LED LUMINAIRE, 80 LED (135 WATT), OR A DETERMINED EQUIVALENT WHICH MEETS SPECIFICATIONS. 4,000K CCT, ROUND POLE CAP 127-277V UNIVERSAL DRIVER WITH DECORATIVE LUMINAIRE POLE NOTES FLAT GLASS LENS. • ROUND TUBULAR SECTION SEE SPECIAL PROVISIONS. (NO TAPER) LUMINAIRE ARM •* ROUND TAPERED POLE SECTION c SEE IL10 FOR DETAILS. a z (0.14"/FT) s LENGTH PER PLANS z •*• M a "> W NOMINAL LUMINAIRE HEIGHT U w z (LUMINAIRE HEIGHT +SHROUD) 1 Q a J i� N LLJ 28., Z 2 LUMINAIRE ARM SEE IL10 FOR DETAILS. LENGTH PER PLANS DECORATIVE PEDESTRIAN FIXTURE #11. TO BE MOUNTED ON SAME POLE AS #10. ONLY POLE WITH DUAL FIXTURES. _ 0' LEVEL w DECORATIVE PEDESTRIAN DOME STYLE x LED LUMINAIRE, 30 LED (60 WATT), OR A DETERMINED EQUIVALENT WHICH MEETS SPECIFICATIONS. 4,000K CCT, z 127-277V UNIVERSAL DRIVER WITH FLAT GLASS LENS. SEE SPECIAL PROVISIONS. cl N FAH O � a FOR STREET LIGHT STANDARD DECAL NUMBERING z m F 0 DETAIL, REFER TO CITY OF RENTON STD PLAN 121. a. = 10" BASE DIAMETER, 40'-0" LONG (CONTINUOUS), z J rn w 0.25" WALL THICKNESS SMOOTH ROUND TAPERED 0 z _ (0.14"/FT) ALUMINUM POLE o 0 z 3"X5" REINFORCED ALUMINUM o w z HANDHOLE OPENING WITH J"-16 HOLE < _0 J 0. - 0 FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET o> o (POLE) � w INSTALL ANCHOR BOLT COVERS O (PROVIDED BY MANUFACTURER) O 0 BASE PLATE � 0 O ROADWAY TYPE 1 FOUNDATION, SEE THIS SHEET FOR INSTALL GROUT. PROVIDE 1/2" DIA DETAILS DRAIN TUBE THROUGH GROUT TYPE I: DECORATIVE ROADWAY LUMINAIRE POLE NTS DEKO of WASyF �� ti CALL 2 BUSINESS DAYS BEFORE YOU DIG PeYteet z� 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ R 4 442 0 4 2 Ff Fcis ERE 1 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 S4NgL L t211p Seattle, Washington 98104 QI No. FIXTURE #11 0 yl z 0 180' 0' a s� 270' • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT 0' •HANDHOLES ARE MOUNTED AT 180' *BANNER SUPPORT BRACKETS ARE MOUNTED AT 0' • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' 0 9 z 0 270' Z. I s� • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' • HANDHOLES ARE MOUNTED AT 180' • SUPPORT BRACKETS ARE MOUNTED AT 0' (UNLESS OTHERWISE NOTED ON PLANS) ROADWAY LIGHT PEDESTRIAN LIGHT ORIENTATION LOCATION NTS LUMINAIRE ARM SEE IL10 FOR DETAILS. r ROUND POLE CAP LENGTH PER PLANS I DECORATIVE PEDESTRIAN DOME STYLE WIREWAY, SEE LED LUMINAIRE, 30 LED (60 WATT), DETAIL THIS OR A DETERMINED EQUIVALENT WHICH SHEET MEETS SPECIFICAITONS. 4,000K CCT, 127-277V UNIVERSAL DRIVER WITH FLAT GLASS LENS. SEE SPECIAL PROVISIONS. in N 22.25" FOR STREET LIGHT STANDARD DECAL J NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121. x 7" BASE DIAMETER, 18'-0" LONG - x (CONTINUOUS), SMOOTH ROUND TAPERED (0.14"/FT) 0.188" WALL z z THICKNESS ALUMINUM POLE z O 0 a 3"X5" REINFORCED ALUMINUM HANDHOLE OPENING WITH J"-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET (POLE) INSTALL ANCHOR BOLT COVERS (PROVIDED BY MANUFACTURER) BASE PLATE SIDEWALK OR PLANTER STRIP FOUNDATION NOTES: 1. REFER TO WSDOT STANDARD PLANS J-28.30-03 FOR INFORMATION REGARDING METHOD OF CONSTRUCTION AND OTHER DETAILS NOT SHOWN HERE. 2. LUMINAIRE POLE FOUNDATION IS DESIGNED BASED ON MAXIMUM POLE HEIGHT OF 40 FT FOR TYPE 1 AND 18 FT FOR TYPE 2 FOUNDATION. 3. GROUND SLOPES NOT TO EXCEED 4HAV Xt 8—#7 BARS, — EVENLY SPACED 6" FOUNDATION CAP ELEVATION MAX PLAN WIREWAY DETAIL NTS ROADWAY INSTALL GROUT. PROVIDE 1/2" DIA. TYPE 2 FOUNDATION, DRAIN TUBE THROUGH GROUT SEE THIS SHEET FOR DETAILS TYPE II: DECORATIVE PEDESTRIAN LUMINAIRE POLE NTS esmxeM MACIAS DID 10/29/18 DID J. BEAN MAM t/n/n DID xE= - xmP DE BOLDT REVISION BY DATE APPR "PA M MnclAs 3'-0" mineT V— NTS FOUNDATION SCHEDULE TYPE Pc (PSI) DIAMETER DEPTH HOOP REINFORCEMENT 1 4000 3' RD 7'-0" #4 ® 9"O.C. 2 4000 3' RD 4'-6" #4 ® 9"O.C. 3 4000 3' RD 9'-6" #4 ® 9"O.C. X IL9 LUMINAIRE PER PLANS 1/2" FINISHED GRADE (SIDEWALK/PLANTER) BOLT CIRCLE DIAMETER - PER MANUFACTURER'S RECOMMENDATION #4 HOOP (TYP.) IDIAM. OUNDING CONDUCTOR NON —INSULATED AWG STRANDED COPPER PROVIDE 3'� MIN. SLACK ROUTING CONDUCTOR TO LUMINAIRE GROUNDING STUD 2" MAX. 3/4" CHAMFER J1� 2" CLR.--1 6" SLOPE PER PLANS FOUNDATION CAP FOUNDATION SECTION X—X NTS CONDUIT PER Oj II 19 ILLUMINATION I I IHI I II II iv DRAWINGS I I I I II EXTEND THE CONDUIT 6" MIN. I I I I II I II I BEYOND THE FOUNDATION OR THE CONTROLLED DENSITY 3" CLR. BACKFILL T---7,r— I II I II I ,r--,, EXOTHERMIC WELD CONDUCTOR TO STEEL REINFORCING BAR I I I I I I I II I I 8—#7 BARS (TYP.) I �J) ANCHOR BOLTS PROVIDED BY MANUFACTURER (TYP.) I I I I 2-1/2" CLR.- #4 HOOP (TYP.) RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. NONE xa_ w�3ossn DATUM AT 1— ,F CITY OF RENTON Planning/Building/Public Works Dept. ANCHOR BOLT & BOLT PATTERN SPECIFICATION SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS 6" FOUNDATION CAP (POURED SEPARATELY FROM FOUNDATION) —3" MIN. 4" MIN. CONCRETE CLASS 4000P FOUNDATION DETAIL NTS CITY OF RENTON SUNSET LANE NE ILLUMINATION DETAILS �B0/2016 IL9 729 w z U POLE 4'-0" (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R 13.5" CLAMP —ON TO z LUMINAIRE (TYR) In 3.5" OD HOLE W z (LUMINAIRE ARM LENGTH) LU 16' R 22" z a J I-— 4" HOLE LU � I z (LUMINAIRE ARM LENGTH) N 1 60' R 46" 4" OD HOLE LUMINAIRE ARM DETAILS NTS T" — 1 A" DIAM. WIREWAY O1 941, 1 BRACKET SIDE VIEW DETAILS NTS ROUND CAP ALUMINUM SHROUD (BY MANUFACTURER) MANUFACTURER SHALL 3" SHROUD WELD SHROUD ALL HEIGHT THE WAY AROUND LUMINAIRE CLAMP FULLY COVERS RISE CLAMP —ON TO LUMINAIRE LUMINAIRE ARM LUMINAIRE CONDUCTORS DECORATIVE LUMINAIRE LUMINAIRE ARM MOUNTING BRACKET DETAILS NTS Y 02'- 000 0000 0000 0000 0000 0000 0000 0000 00 0 0R0 0000 DETECTABLE WARNING SURFACE PER PLANS 5' v v v 3 SIDEWALK SEE SECTION G—G ON SHEET IL74� YIL10 LUMINAIRE #3 FOUNDATION DETAIL 1 LUMINAIRE #3 FOUNDATION NTS 2 EXISTING DRIVEWAY POLE PER LUMINAIRE SCHEDULE BACK OF SIDEWALK DETECTABLE WARNING SURFACE PER PLANS BANK RUN GRAVEL FOR TRENCH ROADWAY PER PLANS 5' BACKFILL RELOCATE LUMINAIRE TO STA 25+38 (35.50' LT) PARKING LOT FINISHED GRADE (4) 1 %36%4" ELL ANCHOR BOLTS TYPE 3 FOUNDATION, SEE DRAWING IL9 FOR DETAILS 0EKp CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 0 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss/ONq� EENG���t211p Seattle, Washington 98104 2 / SIDEWALK SLOPE PER PLANS ~ IIII IIII IIII BACKFILL FOR SAND DRAINS CONTRACTOR TO - IIIIII II�III IIIIII INSTALL 6—INCH CONDUIT FOR FUTURE USE BY PSE. I II I I TYPE 2 FOUNDATION, SEE DRAWING IL9 FOR DETAILS SECTION Y-Y NTS -BOLT CIRCLE: * CONTRACTOR SHALL VERIFY BOLT *BASE PLATE: CIRCLE AND BASE PLATE DIMENSIONS PRIOR TO CONSTRUCTION OF FOUNDATION. II II II II II II II II II II II II II II II I II �I II II II II II II II II II � II II II II 0 I DETAIL 2 PRIVATE LUMINAIRE FOUNDATION NTS 2 MAM 1/17/17 DID 1 MAM T1/2/18 DID NO. REVISION BY DATE APPR Z IL1 Z — SEE SECTION G—G �ON SHEET IL74 DETAIL 3 JOINT UTILITY TRENCH UNDER LIBRARY DRIVEWAY 6'-4 - ^ MIN: " AAIM NTS LEGEND UTILITY UTILITY C = COMCAST .I- OWNER CL = CENTURYLINK C P = PSE (POWER) ° C4 G = PSE (GAS) 1 I = CITY (ILLUMINATION) 36" MIN } F = CITY (FIBER) EXISTING CONDUIT J SIZE (INCHES) TWO 2—INCH AND ONE 4—INCH CONDUIT TO REMAIN EMPTY. ' SLIDE 2—INCH ILLUMINATION CONDUIT 3" THROUGH EX. 4—INCH CONDUIT. 4 (TYP) 4" .... ..i ;:.:. -� CONDUIT, SEE LEGEND 2- SPACING BETWEEN FOR UTILITY OWNER CONDUITS (TYP) ONE 4—INCH CONDUIT TO REMAIN EMPTY. AND SIZE 4—INCH GAS TO BE INSTALLED BY PSE BY SLIDING THROUGH 6—INCH CONDUIT INSTALLED BY CONTRACTOR. CONTRACTOR SHALL COORDINATE INSTALLATION WITH PSE. SEE SPECIAL PROVISIONS SECTION 1-07.17. SECTION Z—Z NTS STA 1 1 +78.50 TO STA 12+08.50 STUB OUT AND CAP ONE 4—INCH CONDUIT 5—FT BEHIND BACK OF SIDEWALK PER PLANS BACK OF JOINTILU'ILITY TRENCH SIDEWALK PER PLANS PER SIDEWALK 11 1 i 11 II r--7u �i --o �- -7 —-- 1 u u II 3, u u 11 liT11 II I �1 MAINTAIN A 3—FT PERIMETER CLEAR ZONE AROUND THE VAULTS. NO STRUCTURES (POLES, D HYDRANTS, CATCH BASINS) AND LANDSCAPING 2' D 2' D — 3 C ✓/I (TREES, SHRUBS) ARE ALLOWED INSIDE THIS AREA. SIDEWALK AND CURB ARE PERMITTED. PLANTER STRIP T VAULT PER *PLANS 3 VAULT PER VAULT PER *PLANS PLANS* I CONC CURB `CEM — RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING *SEE DRAWING IL1 1 FOR VAULT SCHEDULE INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. DETAIL 4 THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR TYPICAL VAULT GROUP LAYOUT D ETAI L GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. NTS NONE ° - DATUM . CITY OF ' RENTON CITY OF RENTON SUNSET LANE NE �rE 4/2016 61cN M MACIAS """" ,BEAN * IL1O P. DE BOLDT Planning/Building/Public Works Dept. ILLUMINATION DETAILS PA M. MAMAS"""` 73 ° 94 w w z Q z U w w z a Q a -_J I- w U) z D VAULT SCHEDULE GROUP # FRANCHISE UTILITY VAULT TYPE NORTHING* EASTING* COMMENTS PV#1 PSE 575-LA 185065.88 1306972.98 PV#2 PSE 575-LA 185281.71 1306656.00 PV#3 PSE 575-LA 185461.48 1306633.18 PV#4 PSE 575-LA 185515.14 1306764.71 PV#5 PSE 575-LA 185507.91 1307034.65 PV#6 PSE 575-LA 185495.87 1307066.69 PV#7 PSE 575-LA 185390.35 1307221.88 PV#B PSE 575-LA 185098.18 1307018.18 HH #1 PSE VERIFY WITH PSE 185337.83 1307296.12 CV#1A TELECOM 25-TA 185148.32 1306740.89 COMCAST 253-TA 185072.84 1306917.59 CV#, CITY OF RENTON 25-TA 185072.58 1306914.22 CV#2 COMCAST 253-TA 185309.53 1306639.65 CV#2A TELECOM 25-TA 185381.43 1306612.12 CV#3 COMCAST 253-TA 185481.84 1306651.27 CV#4 TELECOM 25-TA 185514.12 1306742.27 COMCAST 253-TA 185514.82 1306745.93 CITY OF RENTON 25-TA 185515.89 1306894.32 CV#5 COMCAST 253-TA 185515.90 1306897.32 CV#6 TELECOM 25-TA 185515.48 1306984.64 COMCAST 253-TA 185515.85 1306988.50 CENTURYLINK HANDHOLE 85401.34 1307204.75 CV#7 COMCAST 253-TA 185399.76 1307208.14 CITY OF RENTON 25-TA 185397.89 1307210.80 CV#8 COMCAST 253-TA 185335.84 1307298.93 COMCAST 253-TA 185069.18 1307015.47 CV#9 CV#10 COMC 253-TA 184985.19 13 7 9. 5 -NORTHING & EASTING COORDINATES ARE TO CENTER OF STRUCTURE. FIELD VERIFY AND CONFIRM VAULT ORIENTATION PRIOR TO CONSTRUCTION. FRANCHISE UTILITY VAULTS ARE TO BE FURNISHED BY THEIR RESPECTIVE OWNER. IF VAULTS TYPE AND SIZE DIFFER FROM SCHEDULE, ADJUST LOCATION TO MAINTAIN 2' CLEARANCE (1' MINIMUM) BETWEEN VAULTS. VAULT LOCATION WAS DESIGNED ON VAULT DIMENSIONS PER OLDCASTLE PRECAST 2 PRODUCT CUTSHEETS. COMCAST: VAULT 253-TA: 5'-2.5" x 2'-3.0" x 3'-4.5" CITY OF RENTON: VAULT 25-TA: 5'-3.0" x 2'-3.5" x 2'-6.0" TELECOMMUNCATION: VAULT 25-TA: 5'-3.0" x 2'-3.5" x 2'-6.0" CENTURYLINK: FIBERGLASS HANDHOLE: 2'-6.0" x 4'-0.0" x 3'-0.0" CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 ROUTE CONDUITS TO l BASE OF UTILITY POLE ROUTE CONDUITS TO 2L IIL14 BASE OF UTILITY POLE y 00 "9 2 1-4" COMCAST - 2-4" PSE 2-4" PSE 1-4" CDR ' GO CAST ```�.. H ,-4" TELE AAA �/ 2- CAST 1-4' TELE ���. '\ v`-- /\IL15A ?_4" TELE r D IL14 2 _ HIL14 i _......... 2-4" PSE 1-4" COMCAST COMCV 4 P NE 10 L SDT PV #4 2-4" PSE I/ ` � / Q / i Q / 1 IL74 L L �o r-vD 1 2-4" PSE ST \Q JJ 2-4" TELE f 2 DEKO rn 49442 p \ �F�SNN� E AEG\�Z�t21tp 2 4" PSE 1 -4" CDR 2 AST 2_4" TELE LEGEND M Z 2-6" PSE (STUB -OUT) �I 0 z ' z jE LJI ; F1' Q Q Q 2,,II r�I IL15 �, -- � IL74 IL CV #5 M L► 2-4" P 2�___ T 1-4" GAS ----------------- MAIN TRUNK LINE (JUT) .............. PSE SPARE LINE (JUT) ---------- SIDE STREET CONNECTORS ---- ----- EXISTING CONDUIT (VARIES) PSE POWER VAULT (VARIES, SEE VAULT SCHEDULE) COMMUNICATION VAULT GROUP COM (VARIES, SEE VAULT SCHEDULE) PV # POWER VAULT GROUP # CV # COMMUNICATION VAULT GROUP # A� Al - SECTION A -A IS SHOWN ON SHEET 1 A SECTION A -A - 2-4" PSE 2-4" TE E 2 o� / 2-4" PSE T TELE C CIL14 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 2-6" PSE 1-4" PSE - 2-4" PSE 2-4" COMCAST , -h 4" COR 2 1-4" GAS 2-4" PSE 5-4" COMICAST /\ 1-4" GAS n #1 CV #1 2-4" PSE 3-4" COMCAST 2 AST 2_4" TEL BIL14 2-6" PSE 1 2-4" PSE 1-2" COMCAST 3 MAM 11/2/16 DID Es1GNE°M MACIAS 2 JJH 9/27/16 DID �""" 1. BEAN 1 ADDENDUM 1 MAM 6/6/16 "EC - "mP NO. REVISION BY I DATE I APPR DE BOLDT ""At MACIAS NONE CV #6 l - � A ILA i i pC E Y ' #6 i i i 2-4" PSE S NE 1OTH ST 2-4" PSE • S IL, 5 ...![[ •..� 2-6" PSE �V F 2-4" PSE �ST EX. 1-3" PSE CCQ� 1-4" GAS NIL75 2-4" PSE '.. T 1-2" PSE (STUB -OUT) J 1-3" PSE (STUB -OUT) EX. 2-6" PSE i i 2-6" PSE i G� j 2-6" PSE ' f i PV #8 LIL15 IN IL15 m lnG0 JB Ai .#10 1 T ii `i-^r��wh--1� AIL14 2-4" TELE 2-4" PSE r 2-4" COMCAST 1-4" CLINK - ROUTE CONDUITS TO BASE OF UTILITY POLE J IL14 2-4" COMCAST 1-4" CLINK / 2-6" PSE 2_4" PSE T 1 _4" CLI K R 1-4" GAS 4-4" PSE 41-C TT11L15 1-4" GAS U5 1-3" PSE ST 4" PSE 1-4" CLI K zz� 3-4" COMCAST (INTERCEPT EX. 2 IL15 1-4 IL1 � \� �,Q - 2-4" COMCAST v - EX. 1 -4" PSE 1-4" CDR `0 !V • EX. 2-4" PSE i 1-4" GAS EX. 2-4" PSE 2-4" PSE 2-4" COMCAST GIL14 1-4" CDR 1-4" GAS 1-4" PSE (BUILDING STUB -OUT) 2-4" PSE 2-4" COMCAST 1-4" CDR 1-4" GAS 4-4" s�NS� e�vo `vy , CITY OF RENTON DATUM Planning/Building/Public Works Dept SEE DETAIL 3 ON DRAWING IL10 FOR CONDUITS BELOW EXISTING DRIVEWAY GENERAL NOTES 1. FRANCHISE UTILITIES (PSE POWER AND GAS, COMCAST, AND CENTURYLINK) AND CITY'S INTERCONNECT CONDUITS SHALL RUN UNINTERRUPTED BETWEEN VAULT GROUPS AS SHOWN ON THIS SHEET. ILLUMINATION CONDUIT, NOT SHOWN ON THIS SHEET, SHALL BE INSTALLED AS PART OF THE JOINT UTILITY TRENCH (JUT) AS SHOWN ON IL14 AND IL15. SEE SHEETS IL1 THRU IL5 FOR ILLUMINATION CONDUIT. f 2. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR CONSTRUCTION COORDINATION REQUIREMENTS. 3. SEE APPENDIX D OF THE SPECIAL PROVISIONS FOR FRANCHISE UTILITY CONSTRUCTION REQUIREMENTS, GUIDELINES. AND ADDITIONAL INFORMATION. 4. INDIVIDUAL VAULT STUB -OUTS ARE SHOWN AND CALLED OUT ON SHEETS IL1 THRU IL5 UNLESS NOTED ON THIS SHEET. 5. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH CITY OF RENTON 4/2016 SUNSET LANE NE IL11 JOINT UTILITY TRENCH ONE -LINE CONDUIT DIAGRAM 74 ° 9, 350 345 N J U' 340 3:: 0 W 335 N W 330 z 2 U 325 320 315 355 350 W O 345 Q W W N Mom W Z_ 335 J U Q 330 => 325 320 NE 10TH ST JOINT UTILITY TRENCH Q EXISTING PROFILE =ELECOMVAULT PROPOSED PROFILE 1 OVER TRENCH COMCAST VAULT EX. DEPTH UNKNOWN 2" G OVER TRENCH GLENNWO D TELECOM VAULT HARRING ON UNSET AVE N NE 10TH ST C CAS NU — — — — — COMCAST _ — VAULT AVE N PSE VAULT PSE VAULT NE NE i PSE VAULT /r -- ---- ------ — --_ — — ---- — ---- CITY OF RENTON VAULT-- _ — — ' 18" SD 18" SD 12" EX W 18" SD EX. 6" W EX. 2" G 11.25' BEND PROPOSED JOINT EX 6" G UTILITY TRENCH \�_ I 12" W . 18" SD CA==� 1 8" SO EX 12" SO 11.25' 12" SS BEND OUTE PSE POWER CONDUITS P—EBENEATH STORM, MIN. 3' 2 EX 8" SSCOVER. ALL OTHER CONDUITS ABOVE STORM WITH MIN. 2' 11.25'COVER BEND W EX. 12" W 11.25' BEND 18 SD NE 10TH ST JOINT UTILITY TRENCH PROPOSED PROFILE NE IOTH ST CENTURYLINK VAULT OVER TRENCH EXISTING PROFILE I OVER TRENCH LATERAL CROSSING COMCAST VAULT CENTURYLINK CITY OF RENTON VAULT I VAULT PSE VAULT —`--- ---- COMCAST VAULT — PSE VAULT — — MONOEX 18" SD PROPOSED JOINT UTILITY TRENCH EX 8" SS GENERAL NOTES 1. JOINT UTILITY TRENCH SHALL HAVE A MINIMUM 6" SEPARATION FROM PROPOSED AND EXISTING UTILITIES. 2. VERTICAL DEFLECTIONS SHALL BE PER MANUFACTURER RECOMMENDATIONS. 2' MAXIMUM WAS ASSUMED. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4 - 5 5 5 5 206-436-0515 1 1-800-615-990C UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 o0EK0 f �7� 2 49442 �'rF R`'cI ST E. A ECG\ 211211No. REVISION 350 345 O .J m 340 W W (N MIM W Z_ J 330 2 U Q 325 320 315 NOUTHIC CURB, 330 GUTTER, AND SIDEWALK PLANTER STRIP DEFLECT PSE CONDUITS T7GIASI FACILITATE CROSSING UNDE 325 COMMUNICATION CONDUIT<PSE IDEWALK NICATION CONDUITS MAIN S 320 RECORD DRAWING TYPICAL CONDUIT CROSSING DETAIL THIS RECORD DRAWING WAS PREPARED USING NTS INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. mom. 1 -20 _°" w8B3 °° CITY OF RENTON �rE 4/2016 "` HUYLAR CITY OF SUNSET LANE NE IMPROVEMENTS MAM 1/19/17 DID J, HUYLAR RENTON JJH 9/27/16 DID DATUM bli CH-. � DE BOLDT " IL13 BY DATE APPR "A - x.��m"a" Planning/Building/Puc Works Dept. c o. DEKOEKKOEK JOINT UTILITY TRENCH PROFILE "°" 78 "gq FINISHED GRADE 2 -4" FINISHED GRADE 4'-6- (SEE RS SHEETS) (SEE (SEE RS SHEETS) BANK RUN GRAVEL BANK RUN GRAVEL z D- FOR TRENCH BACKFILL 36" MIN FOR TRENCH BACKFILL 36" MIN BACKFILL FOR SAND BACKFILL FOR SAND - DRAINS .....:.. :. ..: . ...:' :' DRAINS '"..t.' .. Ta ....._. - C4 .�C4 .: T4 F4 :.:—(TYR) 3" MIN- PB PB O M .. ..... 4, }T I 2" SPACING BETWEEN 2"'SPACINGBETWEEN CONDUITS MR) CONDUITS (TYR) A OINT UTILITY TRENCH BELOW ROADWAY B OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. N.T.S. CROSSES HARRINGTON AVE NE HARRINGTON AVE NE STA 50+65 STA 50+65 LT TO STA 51 +85 LT FINISHED GRADE (SEE RS SHEETS) 5'-4 BANK RUN GRAVEL FOR TRENCH BACKFILL FINISHED GRADE (SEE RS SHEETS) I > BANK RUN GRAVEL 36" MIN FOR TRENCH BACKFILL BACKFILL FOR SAND 1 DRAINS ., :. 12- -MIN:;...... .. MIN. C4 T4, ©:.. G4 P6 P6 C4 T4 ?F4 ..; 3" 4,. .. (TYF 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 E OINT UTILITY CH BELOW ROADWAY HARRIN TON AVE NE TO CV�6 STA 22+43 LT TO STA 22+70 LT 2 BACKFILL FOR SAND DRAINS 4'-10" FINISHED GRADE 4'_10" (SEE RS SHEETS) D BANK RUN GRAVEL FOR TRENCH BACKFILL FINISHED GRADE (SEE RS SHEETS) W > BANK RUN GRAVEL MIN p° FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS ..:"'.. ... ... .. .. . ;: . 1 C4 12 C4 T4 ..MIN:.:..: :' MIN . G4P4 .: P4 C4 ' T4 3" T 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 C DINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#1 TO PV#3 STA 14+20 LT TO STA 19+25 LT FINISHED GRADE (SEE RS SHEETS) W BANK RUN GRAVEL 36" MIN n_,� FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS =:.-•MIN'.�i.'': MC4 SPARE CONDUIT ACROSS SUNSET LN NE IN: .- AS NOTED PER PLANS G P6 P6 (TYR) } 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 t- k1OINT UTILITY TRENCH BELOW SIDEWALK I N.T.S. PV#6 TO SUNSET LN NE STA 23+45 LT TO STA 24+50 LT a' -in" GLITY TRENCH BELOW SIDEWALK N.T.S. LIBRARY TO PV#8 STA 10+65 LT TO STA 1 1 +75 LT STA 12+20 LT TO STA 13+25 LT GENERAL NOTES LEGEND 1. FRANCHISE UTILITIES (PSE POWER AND GAS, COMCAST, AND CENTURYLINK) AND FINISHED GRADE CITY'S INTERCONNECT CONDUITS RUN UNINTERRUPTED BETWEEN VAULT GROUPS UTILITY UTILITY (SEE RS SHEETS) 1 -6"►{ AS SHOWN ON THE PLANS. ILLUMINATION CONDUIT SHALL BE INSTALLED AS OWNER C = COMCAST PART OF THE JOINT UTILITY TRENCH (JUT) BUT IT WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE ILLUMINATION JUNCTION BOXES. CL = CENTURYLINK P = PSE (POWER) .s. C4 G = PSE (GAS) W 2. SEE SHEET I1-7-I1-6 FOR ILLUMINATION CONDUIT AND WIRE SIZE. I = CITY (ILLUMINATION) F = CITY (FIBER) BANK RUN GRAVEL '>p 3. SEE THE APPENDIX D OF THE SPECIAL PROVISIONS FOR FRANCHISE UTILITY SIZE (INCHES) T = CITY (TELECOM) FOR TRENCH 36" MIN : PLANS, CONSTRUCTION REQUIREMENTS, AND SUPPLEMENTAL INFORMATION. BACKFILL 4. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR CONSTRUCTION EX. CONDUIT BACKFILL FOR SANDS 1 REQUIREMENTS. DRAIN -::. 4„ 4 5. GAS TO BE INSTALLED BY PSE AND SHALL BE NEAREST TO BACK OF SIDEWALK RECORD DRAWING TO MINIMIZE POWER AND COMMUNICATION CROSSINGS. CONTRACTOR SHALL C4 F COORDINATE INSTALLATION WITH PSE. SEE SPECIAL PROVISIONS SECTION THIS RECORD DRAWING WAS PREPARED USING 1-07.17. INFORMATION PROVIDED TO CONSULTANT AND 4 3" 6. UTILITY CONDUIT (ILLUMINATION EXCLUDED) SHALL HAVE 36" MINIMUM COVER CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. T (TYR) UNLESS OTHERWISE NOTED ON THE JOINT UTILITY PROFILE, DRAWINGS IL12 TO THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR T IL13. GUARANTEE THE ACCURACY OR COMPLETENESS OF THE 2" SPACING BETWEEN CONDUITS (TYR) 7. TRENCH SECTION STATION LIMITS ARE APPROXIMATE AND SHALL BE VERIFIED INFORMATION SHOWN. DURING CONSTRUCTION TO ACCOUNT FOR CONDUIT SWEEPS IN AND OUT OF VAULTS. I OINT UTILITY TRENCH BELOW SIDEWALK 8. JOINT UTILITY TRENCH CONDUIT DIAGRAM AND SECTIONS WERE DEVELOPED BY N.T.S. COMPILING ALL THE INFORMATION PROVIDED BY THE FRANCHISE UTILITIES IN CV#5 TO EX. POLE - HARRINGTON AVE NE APPENDIX D OF THE SPECIAL PROVISIONS. TRENCH SECTIONS HAVE BEEN PROVIDED TO ASSIST THE CONTRACTOR ON THE BIDDING AND BUILDING OF THE STA 21 +93 (29.50' LT TO 186' LT) PROJECT. CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES DURING CONSTRUCTION AND RECEIVE FINAL APPROVAL FROM EACH INDIVIDUAL FRANCHISE UTILITY PRIOR TO BACKFILLING THE TRENCH 0EKO H� CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet o _� 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-990 49442 o 2 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss1041 EENG�� t211p t ADDENDUM t Seattle, Washington 98104 QI No. REVISION BACKFILL FOR SAND DRAINS 4'-10" .. CONDUITS (TYR) SEE GENERAL NOTE #5 p DINT UTILITY TRENCH BELOW SIDEWALK GaDtga2 FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVE FOR TRENC BACKFIL BACKFILL FOR SAND DRAINS P4 jP4 :.12" C4 T4 :. Y MIO_ (TYR) 2" SPACING BETWEEN CONDUITS (TYR) LI WOINT UTILITY TRENCH BELOW SIDEWALK N.T.S. GLENNWOOD AVE NE STA 70+30 LT TO STA 70+75 LT FINISHED GRADE (SEE RS SHEETS) n I BANK RUN GRAVEL 36" MIN FOR TRENCH BACKFILL 4„ BACKFILL FOR SAND _ DRAINS ..:•MIN...C4 �•::.;�;.;::: � P4 P4 C4 L 44"" _ _ (TYR) T 2",SPACING BETWEEN CONDUITS (TYR) OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#7 TO EX. POLE - SUNSET LN NE STA 24+50 (29.50' LT TO 144' LT) FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND-,,,,'r 1 DRAINS 4" c4 = C4 C4 3" C?C4 4„ (TYF T 2" SPACING BETWEEN T CONDUITS (TYR) KK DINT UTILITY TRENCH BELOW SIDEWALK UTILITY TRENCH BELOW SIDEWALK N.T.S. HARRINGTON AVE NE STA 51 +70 RT TO STA 51 +90 RT ES1GNE°M MACIAS NONE R'=°'^ '"^°w'�'�'_) DATUM . nCThT�TYTO7FT 9 r,� ` 1 Ole Planning/Bonding/Pubic Works Dept. CITY OF RENTON SUNSET LANE NE ILLUMINATION JOINT UTILITY TRENCH DETAILS 4/2016 AAM 11/2/16 DID 1JH 9/27/16 DID J. BEAN AT . ruw U 4 TAM 6/6/16 RE" - "mP DE BOLDT BY DATE APPR •PPR M. MACIAS E cr 77 a9, MA FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL , 36" MIN FOR TRENCH BACKFILL ' 4" BACKFILL FOR SAND—,,." DRAINS ... _'.. P4 >: ...: , :.`..:.'. '.::':' •:•' P4 'P4 12 . Mfty ..... ... ca L MIK 04 P6 '. C4 .•. F4 '.. q" ,:: :.,. '::... (TYR) 2" SPACINGBETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 5'-0" 36" MIN 4 :.:12 :... 12 ^i T4 "MIN.:.'..,.°'=MIN ©i G4 P4 P4 C4 14 F4 3" O Q ... .. (TYF 4" } 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 5'-10" .. CONDUITS (TYP) SEE GENERAL NOTE #5 FINISHED GRADE (SEE IRS SHEETS) fj W 36" MIN 4 BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 12 C4 MIN 3* ... GP4 P4 (TYP) T 2" SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 L OINT UTILITY TRENCH BELOW ROADWAY M OINT UTILITY TRENCH BELOW SIDEWALK N OINT UTILITY TRENCH BELOW SIDEWALK 0 OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. N.T.S. N.T.S. CROSSES HARRINGTON AVE NE — PV#8/CV#9 TO PV#1 C #5 TO HA RIN TON AVE NE 2 SUNSET LN NE TO CV#7 SUNSET LN NE TO HH#1 STA 13+35 LT TO STA 13+70 LT STA 21+86 LT TO STA 22+43 LT STA 24+50 LT TO STA 25+10 STA 25+55 LT TO STA 26+20 LT t 2 2 FINISHED GRADE 1 q,_q,: FINISHED GRADE 6,_6,. FINISHED GRADE 4._10" FINISHED GRADE (SEE IRS SHEETS) (SEE IRS SHEETS) (SEE IRS SHEETS) (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH 36" MIN o . BANK RUN GRAVEL FOR TRENCH 36 MIN BANK RUN GRAVEL FOR TRENCH re 36- MIN BANK RUN GRAVEL FOR TRENCH 36" MIN BACKFILL I BACKFILL BACKFILL BACKFILL BACKFILL FOR SAND DRAINS :.... •'-' ".' ":: . ^. ` ':: :': .. ..... ... 1 BACKFlLL FOR SAND.' DRAINS _ .: " .' . :. `` 2 :.� . :; .T2..:.. ',::.' :: ;t 2":':.:.. : .... . - 1 BACKFILL FOR SAND DRAINS ., , 2 C4 q . :� . $ ;:.:. v+4��., P4- .��;.�:':.. 4- "� BACKFILL F OR SAND , ' 12 C4 G4 ': P4 P4 C4 O C4 T4 ' F4 C4 : F4 '' .. . ....:0� . 12"O.' 12" � ':' , ,: P4 P4 C4 T4- :..MIN DRAINS 12" P4 P4 ,2".. ' �...0 MIN:" _-..:. MIN. ., ... .MIN. .. ... ..: .., G4...: P4 C4 L4:: O 4 .-..O .': .; .. .. : :.0. V. , _ ..: .. TYP ( ) ::.. •.... MIN _.. MIN. P4 P4 C4 T . Cy �. '�. MIN. MIM. � ., . ... .. .. .: .. 3„ ...... ..: :. .. :. .: ... :: G4 '�� P6 P6 C4 F4 q" .:. :.. .:. .. :. .... :......: .:...:... :.. ..:. ... .. .. .: (TYR) TT 2" SPACING BETWEEN q' .. .. .. . _ ..... ... (TMP) .. (TYR) .. .. . • :. : , .: CONDUITS (TYR) SEE GENERAL NOTE #5 TT } .. .. ... . ....:.:...:..:.. 2" SPACING BETWEEN q:. `�. 2" SPACING BETWEEN I CONDUITS (TYR) }T 2"SPACING BETWEEN CONDUITS (TYR) SEE GENERAL NOTE #5 CONDUITS (TYR) SEE GENERAL NOTE #5 SEE GENERAL NOTE #5 P OINT UTILITY TRENCH BELOW ROADWAY ! /l N.T.S. L+( (JOINT UTILITY TRENCH BELOW SIDEWALK R OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. S OINT UTILITY TRENCH BELOW SIDEWALK CV#8 TO SUNSET BLVD NE N.T.S. HARRINGTON AVE NE TO CV#1 PV#3 TO GLENNWOOD AVE NE PV#5 TO PV#6 2 STA 26+25 LT TO STA 26+45 LT STA 13+80 LT TO STA 14+10 LT STA 19+50 LT TO STA 19+70 LT STA 23+20 LT TO STA 23+45 LT FINISHED GRADE (SEE IRS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS SEE GENERAL NOTE #5 2" SPACING BETWEEN CONDUITS (TYR) T OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. CV#7 TO PV#7 STA 25+20 LT TO STA 25+30 LT CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 FINISHED GRADE (SEE RS SHEETS) BANK RUN GRAVEL FOR TRENCH BACKFILL BACKFILL FOR SAND DRAINS 12"..P4 Pa 12 2 MIN MIN ca c4® G4 P6 PB 3" : ' O: ... .. C4 C4 L4 F4 q^ - :' (TYP) T 2" SPACING BETWEEN SEE GENERAL NOTE #5 CONDUITS (TYR) FINISHED GRADE 4•_10" FINISHED GRADE 5'-0" (SEE IRS SHEETS) (SEE IRS SHEETS) z`• - BANK RUN GRAVEL FOR TRENCH _ ��''"t- BANK RUN GRAVEL 36" MIN FOR TRENCH 36" MIN BACKFILL 1 BACKFlLL 1 4" BACKFILL FOR SAND DRAINS .. ....... .. :... .:..'• BACKFILL FOR SAND :. _::.. .. DRAINS � , .,.. +':12"..:...P4 P4 .':' .:.:. 12 RECORD DRAWING Mi. "_.. :.' .. T4 ..2 '.:.. N MIN.O C4 MIN ® 4 THIS RECORD DRAWING WAS PREPARED USING Gq '. Ps P6 C4 F4 : •3'• P6 PB P4 C4 C4 T4 F4 3" INFORMATION PROVIDED TO CONSULTANT AND ..:'� O CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 4" :: ::. ':'.:. ,;.. -. :.:..'...;..' .: _ (TYP) q„ : ::.; ..:' .:..: (TYP) THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR 2" SPACING BETWEEN 2" SPACING BETWEEN GUARANTEE THE ACCURACY OR COMPLETENESS OF THE CONDUITS (TYR) CONDUITS (TYR) INFORMATION SHOWN. SEE GENERAL NOTE #5 U OINT UTILITY TRENCH BELOW SIDEWALK N.T.S. PV#7 TO SUNSET LN NE DEKp�STA 25+35 LT TO STA 25+55 LT � GO moo m 49442 p 1 ADDENDUM #1 1 \ �F�S�NNAI EEG\�2�1211p 2 N0. REVISION V OINT UTILITY H BELOW SIDEWALK �QINT TRENCH BELOW SIDEWALK N.T.S. N.T.S. CROSSES NE 10TH ST (NOT SHOWN ON IL11) HARRINGTON AVE NE STA 10+00 LT TO STA 10+65 LT STA 51 +90 LT TO STA 52+00 LT NONE _° wCITY OF RENTON �rE 4/2016 616NE°M MACIAS CITY OF SUNSET LANE NE M 6/8/16 J. BAN ' RENTON TAMTJH 9/27/16 DID "E" - OK WH DATUM "mP DE BOLDT IL15 BY DATE APPR Planning/Building/Public Works Dept. MAMAS JOINT UTILITY TRENCH SECTIONS 7"c °" 78 9