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HomeMy WebLinkAboutzT-2757SetIII CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT ILLUMINATION CONSTRUCTION NOTES I. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER 2" PVC SCH 40 z Q 2* 1 o -� DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH z a w o X w N PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 1b w 08- w N z + AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS 4. - — — 1 — Ou INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I LUMINAIRE Q JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON Z W w V) STANDARD PLAN J008. Q w z w z 2. POWER POLE TO BE REMOVED. ALSO SEE GENERAL NOTE 5. Er I- wcf) o0 Q = z o 3. RELOCATE EXISTING LUMINAIRE AND JUNCTION BOX BEHIND NEW Z w w + SIDEWALK. CONSTRUCT 7' DEEP FOUNDATION PER WSDOT STD W Q Q PLAN J -1b. b Q to Q w z 4. INSTALL TYPE I JUNCTION BOX PER CITY OF Q => RENTON STANDARD PLAN J008 AND J016. (L.F.) O � J J L -1 3 +50 GENERAL ILLUMINATION NOTES 10 L.F. 1 -3 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING n° 400 AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 7' o J014 AND J015. 4 +50 0 C) o E 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE 1 -4 ., Eu< LGCATED 6' FROM BACK OF CURB EXCEPT AT WALL. 400 Ems, WaD'a 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT c o AT SIGNALIZED INTERSECTION. v 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY ON SHEET E2 �EOF RENTON STANDARD PLAN J007. � E L -3 5 +50 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE 10 L.F. a� PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS 2346H 400 REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT 7' WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED 6 +50 s PIE� IN ACCORDANCE WITH THE SPECIFICATIONS. 1 -4 a a _ILLUMINATION LEGEND 400 ® TYPE I JUNCTION BOX 8' ON SHEET E2 ® TYPE II JUNCTION BOX L -5 ' 35' LT. 10 L.F. ® ELECTRICAL SERVICE CABINET 2344H 400 35 7' )k--4 STREET LIGHT ASSEMBLY L -6 a 37.5' RT. 14 L.F. 1 -4 o � w z o — — CONDUIT RUN 35 8' CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 T 2" PVC SCH 40 2 - #6, 1 - #8 GROUND 2* 1 2" PVC SCH 40 "JI -L WIRE ! STA. -3 +40 (35' I I 00 2 +00 N01'29'46 "E II *FUN FUIUNE INILNUUNNLUI USL NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: Z INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 N THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. W ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER (x VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. z 7AG- W - 27s7 ILLUMINATION SCHEDULE POWER CQ 4 LE "E. S.W. 3 +00 -- -- 1 5 +00 4 +00 I -{- + RENTON E-- w LUMINAIRE L -2 - - 4. - — — 1 — CIRCUIT REMARKS LUMINAIRE WATTAGE - PROP. `, R/W FOUNDATION CABINET E LOCATION I� -- __ NO. 1 HEIGHT DEPTH LOCATION _. Aaqb Am ® b ILLUMINATION SCHEDULE POWER OFFSET (POLE RENTON SOURCE LUMINAIRE POLE CENTERLINE TO ARM CIRCUIT REMARKS LUMINAIRE WATTAGE MOUNTING FOUNDATION CABINET NO. LOCATION ROADWAY LENGTH NO. HEIGHT DEPTH LOCATION CENTERLINE) NUMBER (L.F.) L -1 3 +50 35' LT. 10 L.F. 1 -3 2348H 400 35 7' L -2 4 +50 37.5' RT. 14 L.F. 1 -4 SEE DETAIL 2343H 400 35 8' ON SHEET E2 L -3 5 +50 35' LT. 10 L.F. 1 -3 2346H 400 35 7' L -4 6 +50 37.5' RT. 14 L.F. 1 -4 SEE DETAIL 2341H 400 35 8' ON SHEET E2 L -5 7 +50 35' LT. 10 L.F. 1 -3 2344H 400 35 7' L -6 8 +50 37.5' RT. 14 L.F. 1 -4 SEE DETAIL 2339H 400 35 8' ON SHEET E2 w L -7 9 +50 35' LT. 10 L.F. 1 -3 2342H 400 35 7' J Q L -8 10 +50 39.5' RT. 14 L.F. 1 -4 SEE DETAIL 2337H 400 35 8' p ON SHEET E2 N w Y L -9 11 +50 38.2' LT. 10 L.F. 1 -3 2340H 400 35 7' Q L -10 12 +50 43.5' RT. 14 L.F. 1 -4 SEE DETAIL 2335H 400 35 8' 0 ON SHEET E2 L -11 13 +50 41' LT. 10 L.F. 1 -3 2338H 400 35 7' T L -12 16 +50 41' RT. 10 L.F. 1 -2 2333H 400 35 7' H I-- L -13 18 +50 41' RT. 10 L.F. 1 -2 2331H 400 35 7' CV L -14 20 +67 41' RT. 10 L.F. 1 -2 2329H 400 35 7' L - -15 22 +50 41' RT. 10 L.F. 1 -2 2327H 400 35 7' L -16 24 +50 41' RT. 10 L.F. 1 -2 2325H 40v 35 7' L -17 26 +61 41' RT. 10 L.F. 1 -2 2323H 400 35 7' L -18 28 +50 41' LT. 10 L.F. 1 -1 SPLICE TO EXIST. ILLUMINATION 2350H 400 35 7' L -19 30 +50 41' RT. 10 L.F. 1 -2 2321H 400 35 7' L -20 32 +50 41' RT. 10 L.F. 1 -2 2319H 400 35 7' L -21 34 +50 41' RT. 10 L.F. 1 -2 2317H 400 35 7' ROLL # 167 FR1 C Q v v Lf q <�'� of rfasy�SF X14 Sop FC /STS y.��' SCANNED JCT 4 2000 Z Z O Q a Z W O O ~ W00 W Z N ZG) O N� IYa Z cn < � W m z0 a z W — '- F j Z Z O Q �n n w F- O I— O N w w � Z � N Z,— O Z wm w¢ Q 5 z0 Z Lj F__ — LL] In 0 Q = < 000 Z w 0- + J Zrn W Q 0 0 �Q V) Q I— w z cn 0 J Qo mo o_2 wz y OC 3E a D W a' n: �` c o o� E \Ev c ` o' 't , c o, op a� R 4S � O z 0 tit W OAKESDALE AVENUE S ,' EXTENSION -PHASE 18 & 2 DWG NO. E3 ILLUMINATION AND SHEET SCALE IN FEET INTERCONNECT PLAN 46 OF 69 _ 20 10 0 20 40 HORIZ. GENERAL ILLUMINATION NOTES SCHEDULE ILLUMINATION CONSTRUCTION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING I CONDUCTORS 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 2 — #6, 1 — #8 GROUND DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH J014 AND J015. PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION 2• ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J —lb LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE 1 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON AT SIGNALIZED INTERSECTION. STANDARD PLAN J008. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY 4. INSTALL TYPE I JUNCTION BOX PER CITY OF OF RENTON STANDARD PLAN J007. RENTON STANDARD PLAN J008 AND J016. 5. ALL LUMINAIRE POLE BASES "P-MOVED SHALL BECOME FHE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. rQ ®_v' -a7r7 CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 — #6, 1 — #8 GROUND 2+ 2" PVC SCH 40 PULL WIRE ROLL # 167 *FOR FUTURE INTERCONNECT USE NOTE E~ Qi vn THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. LE q opVA3y SF y e9.910H L - -' SCANNED UCT 4 2000 I 4 IZ Z 0 � d Z O U-1 co X W + W 0 Z co CV z - a �� �a m w If) < w� z0 Z - � z w I- F >Q °O a= Q+ Z w � z It W Q O- Ld QQ w Y zU) J CL 0 � O of H xQ 7y ,Z u _ n w E.4 W (L c ° �E ,,E lie, ` c Oy aIj 5 s � Y� 4 Z U j a 0 � w 3 7,0110 - Ri -i'.f 7 io I W w� o �r- I I Cv V i �I W) al a T)FF 7 l rtll1', GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTII.0 UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. 6 Q ❑ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT F!, 1 .1-1 PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. 4. INSTALL TYPE I JUNCTION BOX PER CITY nF RFNTON STANDARD PLAN J008 AND J016. CONDUIT AND WIRING SCHEDULE RUN NO. Z—\ CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 - #6, 1 - #8 GROUND 2* 2" PVC SCH 40 PULL WIRE 3 2" PVC SCH 40 2 - #6, 1 - #8 GROUND *FOR FUTURE INTERCONNECT USE ROLL # 167 FRI ? 1 OAKESDALE AVENUE SV EXTENSION -PHASE 1B & ILLUMINATION AND INTERCONNECT PLAN SCALE IN FEET 20 10 0 20 40 HORIZ. -C 1' I i ICJ W E- 1w I� I� I�? I U: 18 +00- I CC) IGO _- I i�L '[ 1. E. 1, 1 I.. 1. F 2 � NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DWG NO. SHEET 47 OF 69 c`T�) ; 7-22t-?c SCANNED OCT 4 2000 it�'o Q�p Z Z O Q Co w Z U p Ld x w + 0, w Z� $ N Z N 0 v Z a �~ M w cn Q Lj - zo ¢ zw -I- w(f) p0 H Q=Z00 Q 2 w°- Z00 Q O- 0 QQ w Z U7 Q O J J °o oz 3� Q U H nWa a s :6 'E �E �N yf c rn c oy a0 a 0 ll z 0 SEC ®25 T.23 N. R ®4E® W. M. SCALE IN FEET 20 10 0 20 40 HORIZ. OA.KESDALE AVENUE SW EXTENSION -PHASE 18 & 21 DWG NO. E5 ILLUMINATION AND SHEET INTERCONNECT PLAN 48 of 69 I W I RUN INFORMATION PROVIDED BY W LE I , I? I I I WAS T CONDUIT CONDUCTORS 1 2" PVC SCH 40 2- #6,1 - #8 GROUND -- -- I — W i _ -- O - - 7777 -- - - - - W 0-0 - -� _. I W 00 20 +00 J 21 +00 -22 +100- 23 +00 oor- - - -- r+„ ,; - - -- — - ®AtEE��DALE- A�/E. S.allf - ; - -- — co i C\11 Li. 4 — -15 GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ;'- LUMINATiON CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. F] ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPT!CS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. ROLL # 167 CONDUIT AND WIRING SCHEDULE' RUN INFORMATION PROVIDED BY W LE NO. rrnsy 9 WAS T CONDUIT CONDUCTORS 1 2" PVC SCH 40 2- #6,1 - #8 GROUND NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: L INFORMATION PROVIDED BY W LE W &H P rrnsy 9 WAS T VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE - -- SCANNED uC-r A Z Z O Q d Z `_ O W �p X W + Z rn ® W N Z N O Z vi m m �a w v7 Q w� =) zo - I- >r Z w I- a >Q 00 a= Q+ Z w a Z 00 Q or Q Q W Z Y Q O J 0 0 ® C) of F 3Q ti• 2 _ Fes] D 41 a Q_ 'E �E �N r C ■� C O� C O y a� 5 $ o 11111 z 0 LI C4'1 E-� W W I 24 +00 co— -- -- ca - -- OAKESDALE AVENUE SW EXTENSION —PHASE 1B & 2 DWG NO. E6 ILLUMINATION AND SHEET SCALE IN FEET INTERCONNECT PLAN 49 of 6q _ 20 10 0 20 40 HORIZ. I I I I IW I � 25 +00 `26 +00 _- i -- - OAKESDALE- j�VE_S W_ LT_ N00'18'36 "W , GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSEC ^N. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. Tito — fit/ -?7ti ❑ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. CONDUIT AND WIRING SCHEDULE RUN THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS NO. INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 L -17, U� CONDUCTORS 1 2" PVC SCH 40 2 — #6, 1 — #8 GROUND • WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE p i Qo e WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. Pi THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES e`'O� ii jjvv BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY OMIRRR i/ o LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. — _ E W70 GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSEC ^N. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. Tito — fit/ -?7ti ❑ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. CONDUIT AND WIRING SCHEDULE RUN THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS NO. INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 P LEMq CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 — #6, 1 — #8 GROUND NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 P LEMq THIS WAS THE INFORMATION AVAILA3LE AT THE TIME OF PLAN PREPARATION. ���oFxnsy��Sl ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS • WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE p i Qo e WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. b @9s�OMAL THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES e`'O� ii jjvv BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY OMIRRR i/ o LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ROLL # 167 FRI 73 CO; -_ 27r?66 SCANNED UCT 4 2000 z z O a a- z �-o W O 00 X W + Z © W N N Z z rY Q g W � Q wm ZO Z - F- � Z w jQ 00 F Q= QN Z wa z000 Ill Q ON W Z � Y J A < 0 J 0. o° Y ® F 39E U aW E- c v� •� d ,E r �N ■I C O, C O 2 a, L - &-i'l T z 0 Ln 7*d- ar -or? OAKESDALE AVENUE St's EXTENSION -PHASE 1 B & 2 DWG NO. ILLUMINATION AND E7 E7 INTERCONNECT PLAN 50 of 69 GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2• ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. FILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -lb AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. 2. NOT USED ON THIS SHEET. 3. SPLICE ILLUMINATION POWER FROM EXIST. #6 WIRES. ROLL # 167 CONDUIT AND WIRING SCHEDULE RUN NO. n CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 - #6, 1 - #8 GROUND NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. lam LE �4 P WA MqS ST OD 9gfONA 6N4 Z / /6/56 I Ci7 , 7-- = I tic/ SCANNED JCT 4 296., Lzz z I- O < W cn 0 O H U W Of X W W W N z 0 V C) z �W W W I- Z O Z W - I- F >Q oco Q= z Q + Z Wa zN W Q O A 0 < <i W Z <i ' V O Y J n° o� r_ N O 'E 3� E_ a z U _ E- � 4l � W a a .y 'E �E r C_N it C O, C O y a� mi �0 TRo- Q' -s't' SCALE IN FEET 20 10 0 20 40 HORIZ. OAKESDALE AVENUE SW EXTENSION —PHASE 78 & 2 ""'G NO. E8 ILLUMINATION AND sHEEr INTERCONNECT PLAN 5� of 6g GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL P'_ ^.N FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. ❑ILLUMINATION CONSTRU-CT'^N' MOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. ROLL # 167 CONDUIT AND WIRING SCHEDULE RUN ARE BASED ON: NO. INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 P• LQt, SI THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. CONDUIT CONDUCtTORS 1 2" PVC SCH 40 2 — #6, 1 — #8 GROUND — r - --� [)II i .i�� Iw �a I T_AF "'708 & f _l_J NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 P• LQt, SI THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. �� oFnasq� e ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER %� VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES peesiuxeu s� °��� YGD BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SCMNEO uCT 4 2W SIGNAL LEGEND ❑ e e ® ®� e tl 7 e OAKESDALE AVENJUE SW EXTENSION -PHASE 1B & 2 DWG NO. E9 SS (tSDALE AVE-. . S.W. }} 14 +00 II I� II ;TA. 14 +58.5 56.2' RT.) 4 -T 3 6 12 GENERAL NOTES a _. 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS o WITH TUNNEL VISORS AND SQUARE DOORS. ALL VEHICLE SIGNAL HEADS RED INDICATIONS SHALL BE LED PER WSDOT /APWA STANDARD Y SPECIFICATIONS. m 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON SPEC. WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY ')F" RENTON STANDARD PLAN J024 AND J025. 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER CITY OF RENTON STANDARD PLAN J019 UNLESS OTHERWISE NOTED. z 4. ALL DETECTOR LOOPS SHALL BE 6 -FOOT BY 6 -FOOT. LOOPS Fn ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. 5. ALL SIGNAL POLES SHALL HAVE A POLE- MOUNTED TERMINAL BOX. 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX zz LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. SIGNAL PLAN SHEET SCALE IN FEET OAKESDALE AVE. S.W. /S.W. 27TH 52 OF u9 20 10 0 20 40 HORIZ. NOTE: o ! ° THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS 0 CONSTRUCTION NOTES ARE BASED ON: + ' 1. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, INFORMATION PROVIDED BY W&H PACIFIC SURVEY 1997 TYPE III SIGNAL POLE WITH A 45 -FOOT MAST ARM. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. INSTALL TWO SIGNAL HEADS (TYPE M MOUNT), TWO LED - ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. ONE TERMINAL BOX, ONE NEW STREET NAME SIGN, ONE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM LAMP 8 _ WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO, WITH CUTOFF OPTICS 400 WATT. 5 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES _ BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY 2. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, 7 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TYPE II SIGNAL POLE WITH A 45 FOOT MAST ARM. 24 23 i INSTALL TWO NEW SIGNAL HEADS (TYPE M MOUNT), TWO 8 7 STA. 15 +44.8 LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING B 2 HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, (55.90' LT.) Z 4 4 ONE TERMINAL BOX, ONE NE* STREET NAME SIGN, ONE 21 2 3 3 16 y Y 9 R10 -12 SIGN, ONE HIGH PRESSURE SODIUM LAMP WITH x'�)�6 2 1 CUTOFF OPTICS 400 WATT, AND ONE DUAL INDICATOR 6 = — - — — -- - _- __ PRE - EMPTION DETECTOR. +JFE i T - _ 3. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, 2 TYPE III SIGNAL POLE WITH A 40 -FOOT MAST ARM. INSTALL TWO NEW SIGNAL HEADS TYPE M MOUNT), TWO 4 LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING 42 44 6 o 16 4 16 v. HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIG JS, — - - - -- - - -- ONE TERMINAL BOX ONE NEW STREET NAME SIGN ON 15 00 11 I 41 43 16 +O�n 2�4 - 45 R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM LAMPS _ �T :II00 18 +00 - - - - -1 - - - - WITH CUTOFF OPTICS 400 WATT. 1-1 - -- 4. FURNISH AND INSTALL NEW CONTROLLER FOUNDATION, 10 3 $ - - - - -_ f PAD, AND CONTROLLER CABINET TYPE P. 5. FURNISH AND INSTALL NEW TYPE III SERVICE PER CITY - OF RENTON STANDARD PLAN J012 WITH ITH PUGET SOUND ENERGY FOR CONNECTION TO POWER SOURCE. - 8 b _ 69 6 H NEW . REPLACE EXISTING TYPE I JUNCTION BOX WITH TYPE II JUNCTION BOX. EXISTING CONDUIT f TO REMAIN. 1 �3 7. REPLACE EXISTING TYPE I JUNCTION BOX WITH NEW STA. 15 +50.0 TYPE III JUNCTION BOX. EXISTING CONDUIT TO REMAIN, 1 1 61 62 U - -� I : I 7 (50.9-3 ' RT.) 8. REPLACE EXISTING TYPE II JUNCTION BOX WITH NEW f TYPE III JUNCTION BOX. EXISTING CONDUIT TO REMAIN. + 12 63 64 r k- 1i, F"' 1 FOR ENLARGEMENT OF THIS VL Ar AN AREA, SEE SHEET E10 I I I � I I 14]' i `I i i5 4 3 N I I I T i 3 I ROLL # 167 FIR p. L r ATOP '/ 4, �9g /ONAL BNG C I ,, T- 2 SCANNED UCT 4 2000 EX. PROP. a m m TYPE I JUNCTION BOX [A 0 TYPE li JUNCTION BOX Z O = In 0 TYPE III JUNCTION BOX V) �- 4- VEHICAL SIGNAL HEAD Z w X Cl1 VEHICAL HEAD WITH ARROW Q w N Z «- PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICAL PRE - EMPTION DETECTOR Bw m J -IID -o> TYPE III SIGNAL POLE, MAST ARM AND LUMINAIRE wN z > f f SIGN ON MAST ARM O Q F w J ❑ ❑ LOOP DETECTOR Z w w Q STA. 14 +43.6 J c ® ® SIGNAL CONTROLLER (45.82' LT.) W o W Y ® ® ELECTRICAL SERVICE CABINET ® X11 y O OX POLE NUMBER O - _ _ .. �� I � _; �T SS (tSDALE AVE-. . S.W. }} 14 +00 II I� II ;TA. 14 +58.5 56.2' RT.) 4 -T 3 6 12 GENERAL NOTES a _. 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS o WITH TUNNEL VISORS AND SQUARE DOORS. ALL VEHICLE SIGNAL HEADS RED INDICATIONS SHALL BE LED PER WSDOT /APWA STANDARD Y SPECIFICATIONS. m 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON SPEC. WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY ')F" RENTON STANDARD PLAN J024 AND J025. 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER CITY OF RENTON STANDARD PLAN J019 UNLESS OTHERWISE NOTED. z 4. ALL DETECTOR LOOPS SHALL BE 6 -FOOT BY 6 -FOOT. LOOPS Fn ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. 5. ALL SIGNAL POLES SHALL HAVE A POLE- MOUNTED TERMINAL BOX. 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX zz LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. SIGNAL PLAN SHEET SCALE IN FEET OAKESDALE AVE. S.W. /S.W. 27TH 52 OF u9 20 10 0 20 40 HORIZ. NOTE: o ! ° THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS 0 CONSTRUCTION NOTES ARE BASED ON: + ' 1. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, INFORMATION PROVIDED BY W&H PACIFIC SURVEY 1997 TYPE III SIGNAL POLE WITH A 45 -FOOT MAST ARM. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. INSTALL TWO SIGNAL HEADS (TYPE M MOUNT), TWO LED - ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. ONE TERMINAL BOX, ONE NEW STREET NAME SIGN, ONE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM LAMP 8 _ WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO, WITH CUTOFF OPTICS 400 WATT. 5 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES _ BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY 2. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, 7 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TYPE II SIGNAL POLE WITH A 45 FOOT MAST ARM. 24 23 i INSTALL TWO NEW SIGNAL HEADS (TYPE M MOUNT), TWO 8 7 STA. 15 +44.8 LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING B 2 HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, (55.90' LT.) Z 4 4 ONE TERMINAL BOX, ONE NE* STREET NAME SIGN, ONE 21 2 3 3 16 y Y 9 R10 -12 SIGN, ONE HIGH PRESSURE SODIUM LAMP WITH x'�)�6 2 1 CUTOFF OPTICS 400 WATT, AND ONE DUAL INDICATOR 6 = — - — — -- - _- __ PRE - EMPTION DETECTOR. +JFE i T - _ 3. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, 2 TYPE III SIGNAL POLE WITH A 40 -FOOT MAST ARM. INSTALL TWO NEW SIGNAL HEADS TYPE M MOUNT), TWO 4 LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING 42 44 6 o 16 4 16 v. HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIG JS, — - - - -- - - -- ONE TERMINAL BOX ONE NEW STREET NAME SIGN ON 15 00 11 I 41 43 16 +O�n 2�4 - 45 R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM LAMPS _ �T :II00 18 +00 - - - - -1 - - - - WITH CUTOFF OPTICS 400 WATT. 1-1 - -- 4. FURNISH AND INSTALL NEW CONTROLLER FOUNDATION, 10 3 $ - - - - -_ f PAD, AND CONTROLLER CABINET TYPE P. 5. FURNISH AND INSTALL NEW TYPE III SERVICE PER CITY - OF RENTON STANDARD PLAN J012 WITH ITH PUGET SOUND ENERGY FOR CONNECTION TO POWER SOURCE. - 8 b _ 69 6 H NEW . REPLACE EXISTING TYPE I JUNCTION BOX WITH TYPE II JUNCTION BOX. EXISTING CONDUIT f TO REMAIN. 1 �3 7. REPLACE EXISTING TYPE I JUNCTION BOX WITH NEW STA. 15 +50.0 TYPE III JUNCTION BOX. EXISTING CONDUIT TO REMAIN, 1 1 61 62 U - -� I : I 7 (50.9-3 ' RT.) 8. REPLACE EXISTING TYPE II JUNCTION BOX WITH NEW f TYPE III JUNCTION BOX. EXISTING CONDUIT TO REMAIN. + 12 63 64 r k- 1i, F"' 1 FOR ENLARGEMENT OF THIS VL Ar AN AREA, SEE SHEET E10 I I I � I I 14]' i `I i i5 4 3 N I I I T i 3 I ROLL # 167 FIR p. L r ATOP '/ 4, �9g /ONAL BNG C I ,, T- 2 SCANNED UCT 4 2000 °o N s NOTE: SEC ®25 T ®23 ® .4E. � .. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS a M. a % ARE BASED ON: INFORMATION PROVIDED BY W&H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER — Z VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS _p WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. N THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE z N WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER 00 ENTRANCO.; w THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES _ X BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL O w v DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY j N Z \ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 8 — _- U a� ZW Q w ' —i - �- z w Z > a �j w L Q STA. 14 +48.6 1 F Q Q V) w (45.82' LT.) = J j Z Q W o c/) w Y W Q Y O a o ? i- a. o c 4ai Q of �W P-4 10. r I a� arj Y 14 +00 �s G � 0 83 81 TTF F841, 82 o m - 2 0 ej .I STA. 14 +58.5 4 - AJ56.2' RT.) =] ' 6 01 I • • � A • 0 • 4 � ROLL # 167 ■! ;ate I 1 63 64 -F j 14 = 113 / t 7 2 STA. 15 +44.8 Y/� 12" 2 (55.90' LT.) 22,42 11/61,21/51, 9 62,62 51/81,41/71, 2 PEDESTRIAN HEADS u 17.89° y I - -- 00 i to JHEADS NO. 4 28,29,48,49 - 16 - - 68,69,88,89 44 SIGN LEGEND OAKESDALE AVE SW 16 +0 1 SW 2 N ST -� LEFT TURN - - - -- - YIELD ON GREEN O 9 R10 -12 6 _: � — i � 24!'X30" — -� T �$ P eg fi'�'- -s,'�: bea'a.'��i - T _ - -- _ PHASING SEQUENCE DIAGRAM ■ — - - - - - -- 01 02 03 04 I 7 3'' STA. 15 +50.0 ( '50.9' RT.) _l LE 05 06 07 08 Qom ' WASyMAj`Sn VEHICLE MOVEMENT 84B /1 PEDESTRIAN MOVEMENT boa R+lSTB �@°d& Ll /1. /dD MAL Co; c 6CFAIIIIIIIIISID uCv ROLL # 167 F OR` 1 7 Q V C' I'D T 2 is?b,C SCANNED uCT 4 2000 ROLL # 167 FRI 7 9 a� 4 CONNECT TO PROP. 53 SERVICE CABINET �8 J.B. J.B. J.B. NEAR POLE p3 24 23 52 _ 2CS 2CS 2CS SC SC 3C5 22 21 51 7C 5C 3C 5C 5C J.B. 2CS 7CS J.B. 661 2CS 2CS 662 2CS 663 �2 -� 665 m^ ,mot ._ 666 a v v J.B. J.B. 5C 612 N n m 613 42 44 661 46 662 NEW 41 43 663 POLE 45 N0. ®j 666 71 72 73 PREEMPT PREEMPT SENSOR A SENSOR B NEW 961 921 POLE - 661 R 661 R 985 925 NO n 662 A 662 A a¢ a c� 6631 663 G - 665 665 a wwwww W p a° a° 666 666 612 HEAD 62 761 613 762 HEAD 49 < HEAD 11/61 763 MR- 747 4 n 742 G m e n m e 765 743 a W v z a a HEAD 29 = 7 2 o m a HAN 721 rn �- 743 PPB 49 Q = Q ¢ a MAN .22 N N a I n 744 744 m 0. x a s a s m n n `�' 745 745 a nnn nn 723 as 7O O ^^ ^ ^^ OAKESDALE AVE SW a lit 4 1 1 11 !9 n eD NM<m :JU NMmw NMNwNM O O \ D: a V p 0 0 C Y N N N N N SIX 7 v@ O V Y Y C Y Y ^^ ^ ^ ^^ n ^ ^ ^ ^^ w w w w w w w w w w w w N M N w N M i a PPB 88 784 N 785 HEAD 22 HEAD 51/21 °a N .� .n w i o, w m m m m m m o z 621 621 R 621 R = `O iO iD '0 1O �' 1O z a w HEAD 88 622 622 A 622 A a = a HAND 781 623 623 G 623 G "' °' '°'° MAN 782 625 625 625 1 nIn ^ ^ ^ 783 626 626 626 627 652 A 622 653 623 625 NEW 626 POLE 652 N0. 44 a 653 nrout e� �mmmmmmmmmMM nnnnnn m^n ooco w w w w w w w w w w w JUT NEW 727 m z m POLE PREEMPT PREEMPT r+ a a n' NO. SENSOR D SENSOR C 17 61 62 I �i 722 a x f a J.B. J.B. a 723 = N lNV N a N N N^ m 981 941 N 725 ^ ^ ^ n ^ HEAD 89 982 942 12 63 64 w U 781 M�AN( a._,1 9a5 782 783 I 33 32 3t 784 65 66 3C5 785 PPB 89 5C 388 85 83 81 784 7C J.B. 86 84 82 2CS sc 5C 5c 5C 7C 7C J.B. J.B. 2CS SC 2-# -2-#8 2CS �C 2CS 2CS 2CS `�S -_- _.. - -- 2CS 2CS 2CS 7'-27S4r%dfll 7vo ® w -07r? TO SERVICE OAKESDALE ® CONTROLLER AVENUE SW WIRE EXTENSION DIAGRAM -PHASE 7B & 2 DWG 2 SHEET 55 OF 69 O LLJ W N (n LJ L Z Lv > Q W Q S W n >' Q L,J Y O 867 962 965 ® CABINET 01 +06 CALL A o2 +05 CALL B z w i a p• LENq �,�•�OF XAg5,7 `i% Oq T I� ! 'AO U,p Ct ¢RF'- P6,3`4t0 AL swan it 7G 60 922 0 Z W Q Z W psOn 925 941 S42 04 +07 CALL C 98 985 03 +08 CALL D ' 816 877 17,72 73 1 z w 0 0 p 626 827 21.22 23,24 2 836 837 31.32 33 3 846 847 848 649 47,42 43,44 45 46 4 - 856 857 51,52 53 5 866 867 868 869 67,62 63.6 65 66 6 -87671.72 •o n 00 0 y O Q o f Z �? E- w a a � c W c'F E 1 00 p•� c N .�' c rn a� 877 73 7 886 868 889 81,62 885 86 B 722 724 28 29 2 0 a 0 a 745 742 744 48 49 4 765 762 763 765 68 69 6 Y Rg E 7 y 781 783 784 785_ 69 8 ], Y 613 it 1 w w = a z vw-i 621 622 623 625 27 22 2 632 633 31 3 4 a a x > m s 3 x > a m o 9 641 642 643 45 646 41 42 51 4 5 652 653 °' a a 667 62 71 6 7 663 665 W 666 673 m TO SERVICE 687 662 683 685- 666 81 82 B z v0_i w a 571 572 7 2 z zz F 513 514 3 4 515 5 501 AC+ o a 502 AC- °z C' I'D T 2 is?b,C SCANNED uCT 4 2000 ROLL # 167 FRI 7 9 z O z w I- x w _` N z U€ vim I Z Q w `� J Q OC w w cn 0 F- Q = cn Z wa J W o A U) w w 10 Q no o° wz N OE­ 3� a D W F �o ro� M�E CN C O, O y a� 1 SEC e 2 5 U e 2 3 N ® R® 4 E® W.M. SCALE IN FEET 20 10 0 20 40 HORIZ. GENERAL NOTES 1. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON SPEC. WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN J024 AND J025. 2. ALL DETECTOR LOOPS SHALL BE 6 -FOOT BY 6 -FOOT. LOOPS ARE TO BE CENTERED IN THEIR RESPECT"IF LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. 3, JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER. TO PLACE PARALLEL CONDUITS IN ONE TRENCH. 4. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ROLL # 167 F R 1 t`$` 0 I I � OAKESDALE AVENUE SW EXTENSION -PHASE 1B & 21 DWG NO. E13 SIGNAL MODIFICATION FLAN SHEET OAKESDAL E AVE. S.W. /S.W. 20TH 56 OF 69 CI('KIA1 1 crcnln EX. PROP. #14 TWISTED PAIRS m ® TYPE I JUNCTION BOX ® TYPE 11 JUNCTION BOX 1 SAWCUT VEHICAL SIGNAL HEAD $ VEHICAL HEAD WITH ARROW «� 2 PEDESTRIAN SIGNAL HEAD -- -- EMERGENCY VEHICAL PRE- EMPTION DETECTOR 7 -LOOP PAIR TYPE III SIGNAL POLE, MAST ARM AND LUMINAIRE - a SIGN ON MAST ARM 1 LOOP DETECTOR 4 ® SIGNAL CONTROLLER ® ® ELECTRICAL SERVICE CABINET 0 POLE NUMBER T 7 "P -427- I_ 0 _,P " CONDUIT AND WIRING SCHEDULE CONDUIT #14 TWISTED PAIRS DET 2CS-CONNECT INTER- REMARKS SIZE SCHED 1 SAWCUT 2 2 -LOOP PAIR 2 SAWCUT 7 7 -LOOP PAIR 3 2 40 1 4 EXISTING 80 LE q eas �re �s8 /oNAL cif T -a? < n sc"mmUCT 4 ZINI 0 m 0 O 0 a = z Q 0— Q 73: CD O w V) z 00 X Y + w — Q c) cn Q I� z(n w� w D r7 i3 w w > CD ��E Q L i + �w aN z owe � Q Q ¢S w CD C/-) O z w Q (,n T d �o ao o� O O of �o �I c a a o - N o 11 a 0 �I z TAZO -W c\1 F + L— Lo E H 00 w Z� — U E-+ F- - - - - -- I i II SPEED STA. 8 +50, 35' LT. Lw SIGN S18, R2 -1 +75 3� I rn f T_ 27AJ n u ao I� — 7 +00 8 +00® n — OAKESDALE AVE. S.W. ROLL # 167 FRI Q v OAKESDALE AVE. SW EX 'ENSION -PHASE 1B & 2 DWG No. cc SIGNING AND PAVEMENT T 1 I� 15' MARKING PLAN SHEET h Q 9 +00 STA. 1+50 TO STA. 9 +80 61 of 69 12' REMOVE 250 LF OF I— --- 4— — I w + z DOUBLE YELLOW CENTER 15' 0 LINE (1.5 HUND. TYPE I AND 0.17 HUND. TYPE Ild) I SIGNING AND PAVEMENT +so MARKING LEGEND - - - - -- - - _I + O DOUBLE YELLOW CENTER LINE l H007 — 1 15' O LANE LINE - h002 & H007 6" WHITE EDGE OF ROAD LINE 1 +00 5 +00 — I ? +00 - 3 +00 4 +00 12 I 04 LEFT TURN LANE - H001 — _ — 12' THERMOPLASTIC STOP LINE - H008 - OAKESDALE AVE. S.W. I r —1 �-�' O APPROACH LINE - H002 �, H007 - - REMOVE EXIST. �— R 15' I x 7O THERMOPLASTIC CROSSWALK - H012 ARROWS - - -- -- --- - - - - -- - - - -- --]E— O BIKE LANE DIRECTIONAL ARROW - SEE ------ DWG. T5 AND THERMOPLASTIC BIKE SYMBOL -- -- - - -- _ —_. -- - - -- — — — -- - CITY OF SEATTLE STANDARD PLAN NO. - -- - -- - - -- — . . 722 _ -- NOTE: NUMBERS IN LEGEND REFER TO H�P I CITY OF RENTON STANDARD PLANS UNLESS REMOVE 250 LF OF STA. 5 +00, 35.5' RT. I OTHERWISE NOTED. LANE LINE (0.36 HUND. SIGN S1A, R2 -1 35 TYPE I AND 0.05 HUND. I TYPE Ile) SIGNING AND PAVEMENT I MARKING NOTES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO -WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. I I 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS B102 & B103, 0 �I z TAZO -W c\1 F + L— Lo E H 00 w Z� — U E-+ F- - - - - -- I i II SPEED STA. 8 +50, 35' LT. Lw SIGN S18, R2 -1 +75 3� I rn f T_ 27AJ n u ao I� — 7 +00 8 +00® n — OAKESDALE AVE. S.W. ROLL # 167 FRI Q v IN I� I I 6r • pF..w• ^--� b z 78°a�ey.�f Oo . I E %PIKES t3 /t] /00 (-F) 7-- Z, f 70F SCANNED „CT 4 2000 cc I� 15' - Q 9 +00 12' m I— --- 4— — I w 12' z 15' i� IN I� I I 6r • pF..w• ^--� b z 78°a�ey.�f Oo . I E %PIKES t3 /t] /00 (-F) 7-- Z, f 70F SCANNED „CT 4 2000 0 S N N n a cn = z H Q Z Ol J O O wcc n Z a� IX 0O 00 LJ Q � � Q (n F- F z c/I cn z > O 3 v LLJ > � Q O a Q c- DO W O O� p QCV ZQ �4¢ow C� cj o z La1 C_? N � S a� v o; s O p of �w C'•4 � � d �E =v o v ;P a Q a 0 u - a 3 oY m m z I I OIoc +I MI <� 1 -0- 10 +00 U] I w xl v N v I V I i OAKESDALE AVE. SW EXILNSION -PHASE 1B & 2 DWG NO. SIGNING AND PAVEMENT T2_ MARKING PLAN SHEET STA. 9 +80 TO STA. 18 +80 62 OF 69 +56 I � - I / I i o =i 1l iiili 11 11 I1 is + I SEE DWG. T6 FOR "\ I� o° SW 27th DETAILS E-i 15 r 00 uj UI I , �.; II II II �I II II I II I If I II II II I i I I I I +43 SIGNING AND PAVEMENT MARKING NOTES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW T` DIMENSIONS, SEE STANDARD PLANS H006, ® H008, H010 AND H011. TWO -WAY LEFT TURN ARROWS SHALL BE SPACED 250' O C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS B102 & B103. STA. 15 +67, 40' LT. STA.16 +45, 40' LT. I REMOVE SIGN S2A, R1 -1 SIGN S2C 411D STA 17 +52, 41' LT. STA.15 +81, 40' LT. BIKE REMOVE FROM LUM!NAIRE REMOVE EXIST. LANE SIGN S2D, R3 -8 REMOVE SIGN S28, R3 -8 ARROWS n +45 REMOVE 242 LF OF LANE 11 REMOVE EXIST. INE (0.35 HUND- TYPE I ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST. ARROWS co - -- -- - -- CD 5' + co 16 +00 - - - -- - - - - -1-7 +00 - - - - — - - -- - -- 8 +00 - - - - - -- I E- -� — _ __I W 1 4 11 6 REMOVE 303 LF OF +85 / g 4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 1 8 +77, 42' RT. DOUBLE YELLOW CENTER REMOVE & RESET SIGN LINE (2.00 HUND. TYPE I S2E, R2 -1 AND 0.22 HUND. TYPE Ild) iSS4�b S•.�iN: 4 4 A AM ��P�•-.a 471 4 llm' . O % ONAL`s`i� a�' rtto -to -27.0 ,?P o f SCANNED UCT 4 2000 DOLL # 167 SIGNING AND PAVEMENT MARKING LEGEND - - - -- - - - -- - -- -"-- — O DOUBLE YELLOW CENTER LINE - 1­1001 & (� I + 15' I H007 0 LANE LINE - H002 & H007 1 1 6" WHITE EDGE OF ROAD LINE O 1 11 +00 P R 12 +00 40:1 TAPER 13 +00 12 ��., 14 +00 O4 TWO -WAY LEFT TURN LANE - H001 1 — I— — I — I — I— — — — 1 5 THERMOPLASTIC STOP I�I� H008 ' W 40:1 TAPER 7 5:1 TAPER 0 APPROACH LINE - H002 & H007 _ 12' 6 a I 7O THERMOPLASTIC CROSSWALK - H012 r� 8 BIKE LANE DIRECTIONAL ARROW - SEE 2 15' I U DWG. T5 AND THERMOPLASTIC BIKE SYMBOL - CITY OF SEATTLE STANDARD PLAN NO. 722 NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS I OTHERWISE NOTED. +15 +05 +56 I � - I / I i o =i 1l iiili 11 11 I1 is + I SEE DWG. T6 FOR "\ I� o° SW 27th DETAILS E-i 15 r 00 uj UI I , �.; II II II �I II II I II I If I II II II I i I I I I +43 SIGNING AND PAVEMENT MARKING NOTES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW T` DIMENSIONS, SEE STANDARD PLANS H006, ® H008, H010 AND H011. TWO -WAY LEFT TURN ARROWS SHALL BE SPACED 250' O C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS B102 & B103. STA. 15 +67, 40' LT. STA.16 +45, 40' LT. I REMOVE SIGN S2A, R1 -1 SIGN S2C 411D STA 17 +52, 41' LT. STA.15 +81, 40' LT. BIKE REMOVE FROM LUM!NAIRE REMOVE EXIST. LANE SIGN S2D, R3 -8 REMOVE SIGN S28, R3 -8 ARROWS n +45 REMOVE 242 LF OF LANE 11 REMOVE EXIST. INE (0.35 HUND- TYPE I ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST. ARROWS co - -- -- - -- CD 5' + co 16 +00 - - - -- - - - - -1-7 +00 - - - - — - - -- - -- 8 +00 - - - - - -- I E- -� — _ __I W 1 4 11 6 REMOVE 303 LF OF +85 / g 4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 1 8 +77, 42' RT. DOUBLE YELLOW CENTER REMOVE & RESET SIGN LINE (2.00 HUND. TYPE I S2E, R2 -1 AND 0.22 HUND. TYPE Ild) iSS4�b S•.�iN: 4 4 A AM ��P�•-.a 471 4 llm' . O % ONAL`s`i� a�' rtto -to -27.0 ,?P o f SCANNED UCT 4 2000 DOLL # 167 I 0 S ARROWS + o 5' + OAKESDALE AVE. SW EXTENS(ON -PHASE 18 & 2 DING NO. N r- SIGNING AND PAVEIMENT T3 I I �- IVIAPKING PLAN SHEET - - - - 24 +00 - - - - -- - 25 +00 - - - - - -- - - -- -28 *00 - I 27 --t00 -- _ .__ - -- - -.. 28 +00 . - E~ STA. 18 +80 TO STA. 28 +20 63 of 69 — c z ¢ I - za~ O -' - - - I w Z_ N I REMOVE 38 �� i SIGNING AND PAVEMENT I U) LF OF REMOVE 922 LF OF 4 X O Y cx) DOUBLE YELLOW CENTER TWO -WAY LEFT TURN LANE MARKING LEGEND LC\.l IVLLJJ w Q N I LINE (0.23 HUND. TYPE (8.45 HUND. TYPE I AND � Q AND 0.03 HUND. TYPE Ild) ARROWS EXIST. 0.77 HUND. TYPE lid) REMOVE EXIST. 5' E_ 37. I- rn V ARROWS O 1 E YELLOW CENTER LINE - H00 & O DOUBLE w n w O a7 I - -- - - - -- - - - - - - - - - -- -- -- - - - - - - - - - - - - _ - - -- � + 5' + O LANE LINE - H002 & H007 3o- Q� - - - ._ _. _ _- - -- - - - 3 - - - 11 - - � O „ 6 WHITE EDGE OF ROAD LINE tj `w Q + p0 Q I 4 O4 TWO -WAY LEFT TURN LANE - H001 J %Z- -j Q N Q E " I 19 +00 -- - - - - - - - - 20 +OQ- - - ' __77 - 21 +00- 2- - - -- - - - - 22+00- 4 - -23 +00 E- /� 5 THERMOPLASTIC STOP LINE - H008 o0 ¢oj w O APPROACH LINE - H002 H007 3 -1 Y ¢O 11 D THERMOPLASTIC CROSSWALK - H012 VI 4 4 O BIKE LANE DIRECTIONAL ARROW - SEE DWG. T5 AND THERMOPLASTIC BIKE SYMBOL a F 3 11' - CITY OF SEATTLE STANDARD PLAN NO. U 722 ao Q 5' NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS o s.� r— - — - - - - -- — - -- - -- - -� OTHERWISE NOTED. 4 O O za F -a REMOVE 480 LF OF Z 4" EGDE ROAD OF LINE SIGNING AND PAVEMENT IE a I MARKING NOTES m� �E I .o 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, �I d SEE SIGN SCHEDULE. V 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW T-275710 DIMENSIONS, SEE STANDARD PLANS H006, H008, AND H011. WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE /y STANDARD PLANS B102 & B101 2476 «�sl � �T• � f: ew�NhL�ss I Q FwNRES 12012/98 REMOVE 920 LF OF a TWO -WAY LEFT TURN LANE of or m o¢ o (8.43 HUND. TYPE I AND ` REMOVE EXIST. ARR W / 0.77 HUND. TYPE lid) REMOVE EXIST. I 0 S ARROWS + 5' + CYD r- - �r I �- - - - - 24 +00 - - - - -- - 25 +00 - - - - - -- - - -- -28 *00 - 27 --t00 -- _ .__ - -- - -.. 28 +00 . - E~ — -' - - - � I 4 ci � E-+ 5' E_ I I REMOVE 460 LF OF 4" EGDE OF ROAD LINE ROLL # 167 FR1 8 3 X, ' �x i - - q o` eR 14'e �y ;9 �_ f o ylONAL.�'sg� � +,ram A• ExartaES iz /1z /� SCANNED QQT 4 2000 I -- �o a-- w o o.. O O E � a W a °a mE �,F �N 4 lI ` m o v a� c� O j:= N - II DWG NO. T4 0 o 1D � 28 APPROACH LINE cn I (0.68 HUND. TYPE i AND' REMOVE 268 LF OF Fz Q TWO -WAY LEFT TURN LANE DOUBLE YELLOW CENTER O r (2.46 HUND. TYPE I AND LINE (1.54 HUND. TYPE I H007 cn w0 CD Z O+ LANE LINE - H002 & H007 co + O � Y 00 Q C\-) O4 V) Q ` 5 THERMOPLASTIC STOP LINE - H008 (n z cn APPROACH LINE - H002 & H007 —i w w o Z 3 Z w °^ Q co > o <c N 722 x NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS Q w I —i 0 0+.) z N oW ¢ Q cV � Q 9x C;d z 3 °Ym J 0� Ow O Q c/1 �o a-- w o o.. O O E � a W a °a mE �,F �N 4 lI ` m o v a� c� O j:= N - II REMOVE EXIST. REMOVE EXIST. g +96 ARROWS \ ARROW p _- C�1 +I 5 - C I REMOVE EXIST. STOP BAR { - - �� 29 +00 - - - -- 30 +00 3Y+00 - - - -J'-- - - -- --- - -- -- -32 +00 U] - I -n _ 4 �I �I I I REMOVE 460 LF OF 4" EDGE OF ROAD LINE i V 11' 5' OAKESDALE AVE. SW EXTENSION -PHASE 18 & 2 SIGNING AND PAVEMENT MARKING PLAN DWG NO. T4 REMOVE 117 LF OF STA. 28 APPROACH LINE 64 of 69 I (0.68 HUND. TYPE i AND' REMOVE 268 LF OF REMOVE 257 LF OF REMOVI 0.10 HUND. TYPE Ile) ARROW TWO -WAY LEFT TURN LANE DOUBLE YELLOW CENTER DOUBLE YELLOW CENTER LINE - H001 & (2.46 HUND. TYPE I AND LINE (1.54 HUND. TYPE I H007 1 0.22 HUND. TYPE Ild) I AND 0.17 HUND. TYPE d)\\ LANE LINE - H002 & H007 REMOVE EXIST. REMOVE EXIST. g +96 ARROWS \ ARROW p _- C�1 +I 5 - C I REMOVE EXIST. STOP BAR { - - �� 29 +00 - - - -- 30 +00 3Y+00 - - - -J'-- - - -- --- - -- -- -32 +00 U] - I -n _ 4 �I �I I I REMOVE 460 LF OF 4" EDGE OF ROAD LINE i V 11' 5' OAKESDALE AVE. SW EXTENSION -PHASE 18 & 2 SIGNING AND PAVEMENT MARKING PLAN DWG NO. T4 SHEET STA. 28 +20 TO STA. 38 +00 64 of 69 I SIGNING AND PAVEMENT 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, MARKING LEGEND I 2. ALL ARROWS TO BE THERMOPLASTIC AND DOUBLE YELLOW CENTER LINE - H001 & CENTERED ON LANE. FOR ARROW H007 Q O LANE LINE - H002 & H007 co + O3 6" WHITE EDGE OF ROAD LINE C\-) O4 TWO -WAY LEFT TURN LANE - H001 3. FOR HYDRANT MARKER LOCATIONS, 'FE ` 5 THERMOPLASTIC STOP LINE - H008 E_ O APPROACH LINE - H002 & H007 —i 7O THERMOPLASTIC CROSSWALK - H012 Z �( �! BIKE LANE DIRECTIONAL ARROW - SEE - I a DWG. T5 AND THERMOPLASTIC BIKE SYMBOL - CITY Or SEATTLE STANDARD PLAN NO. 722 x NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS Q OTHERWISE NOTED. I -° REMOVE 165 LF OF REMOVE 55 LF OF I n 4" EDGE OF ROAD LINE GORE AREA MARKING � cli cli REMOVE 165 LF OF I i N APPROACH LINE , +01 ? REMOVE 550 LF OF Ln DOUBLE YELLOW CENTER +20 +35 (0.96 I AND 0.14 HUND TYPE Ile) I LifIE (3.30 -NUNC. TYPE 1 - 00 - - - - - - - - -- - - - - - -- - -- 8 I �, I +29 --- - - - - AND- O:37-- H1JND,- -TYPE -lid) - - + - -_ 5 — =- -- -- _ cyD - -- - - - - -3 -- — - 1' REMOVE EXIST. ARROW REMOVE EXIST. REMOVE EXIST. REMOVE EXIST - -- IO Q 4 -- - - - - - -- - - - - -- _ ARROW STOP BAR ARROWS E 33 +00 - - - - -- 34 +00 11 1 - -- - - - -- _ E � 35 +00 -- - - I 36 +00 W— — - -- - _ 37 +00 -1 4 1 1 ` — ---- _ �I 3 6 REMOVE 83 LF OF E-I 11 DOUBLE YELLOW CENTER - I — +89 +35 REMOVE 355 LF OF REMOVE 100 LF OF 4" EDGE OF ROAD LINE APPROACH LINE (0.58 HUND. TYPE I AND 0.08 HUND. TYPE Ile) - � TiQo- ao -�itl ROLL # 167 • LINE (050 HUND. TYPE I ® REMOVE Z AND 0.06 HUND. TYPE Ild) , BIKE SYMBOL -< REMOVE 165 LF OF - 4 EDGE OF ROAD LINE I +29 +27 IZ ;�.:o.... _ M +I9 8 y� f REMOVE 100 LF OF I 2d764 Eo,: �jy GORE AREA MARKING 1 ' ExPiRES� /� 3/00 SCANNIF171 d.- SIGNING AND PAVEMENT STA. 4 RT. I REMOVE AND RESET MARKING N ®TES SIGN S4A, R2 -1 I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO -WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. TF-2mb FOR NUMBER AND LOCATION OF ALL OTHER s ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, 'FE STANDARD PLANS B102 & 3101 1 -° REMOVE 165 LF OF REMOVE 55 LF OF I n 4" EDGE OF ROAD LINE GORE AREA MARKING � cli cli REMOVE 165 LF OF I i N APPROACH LINE , +01 ? REMOVE 550 LF OF Ln DOUBLE YELLOW CENTER +20 +35 (0.96 I AND 0.14 HUND TYPE Ile) I LifIE (3.30 -NUNC. TYPE 1 - 00 - - - - - - - - -- - - - - - -- - -- 8 I �, I +29 --- - - - - AND- O:37-- H1JND,- -TYPE -lid) - - + - -_ 5 — =- -- -- _ cyD - -- - - - - -3 -- — - 1' REMOVE EXIST. ARROW REMOVE EXIST. REMOVE EXIST. REMOVE EXIST - -- IO Q 4 -- - - - - - -- - - - - -- _ ARROW STOP BAR ARROWS E 33 +00 - - - - -- 34 +00 11 1 - -- - - - -- _ E � 35 +00 -- - - I 36 +00 W— — - -- - _ 37 +00 -1 4 1 1 ` — ---- _ �I 3 6 REMOVE 83 LF OF E-I 11 DOUBLE YELLOW CENTER - I — +89 +35 REMOVE 355 LF OF REMOVE 100 LF OF 4" EDGE OF ROAD LINE APPROACH LINE (0.58 HUND. TYPE I AND 0.08 HUND. TYPE Ile) - � TiQo- ao -�itl ROLL # 167 • LINE (050 HUND. TYPE I ® REMOVE Z AND 0.06 HUND. TYPE Ild) , BIKE SYMBOL -< REMOVE 165 LF OF - 4 EDGE OF ROAD LINE I +29 +27 IZ ;�.:o.... _ M +I9 8 y� f REMOVE 100 LF OF I 2d764 Eo,: �jy GORE AREA MARKING 1 ' ExPiRES� /� 3/00 SCANNIF171 d.- SIGN SCHEDULE SIGN NO. MUTCD CODE PANEL SIZE X Y H1 a Q a � SIGNING AND PAVEMENT 24" 30" MARKING LEGEND NEW = z R2 -1 24 "X30" z °' � � tO DOUBLE YELLOW CENTER LINE - H001 & 7' NEW H007 AND 0.16 HUND. TYPE Ild) ._ w (nn z _n 2O LANE LINE - H002 & H007 w Q O3 6" WHITE EDGE OF ROAD LINE R1 -1 :5 Q cn O4 TWO -WAY LEFT TURN LANE - H001 30" n THERMOPLASTIC STOP LINE - H008 _ o- w� w CD 6O APPROACH LINE - H002 & H007 30" w �3 o Q n CD 7 THERMOPLASTIC CROSSWALK - H012 Nry w I + (D8 BIKE LANE DIRECTIONAL ARROW - SEE J � r7 DWG. T5 AND THERMOPLASTIC BIKE SYMBOL Wiz° �w< Q N p Q - CITY OF SEATTLE STANDARD PLAN NO. xp c Q 722 NOTE: NUMBERS IN LEGEND REFER TO S2E R2 -1 CITY OF RENTON STANDARD PLANS UNLESS 24" 3- w CD OTHERWISE NOTED. REMOVE & RESET _ Q cn m SIGNING AND PAVEMENT o S4A vo �. z MARKING NOTES 24" O °n REMOVE & RESET E-' Q 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND R3 -7 30 "X30" CENTERED ON LANE. FOR ARROW 30" m DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO -WAY LEFT S5B R3 -7 TURN ARROWS SHALL BE SPACED 250' O.C. 30" 30" FOR NUMBER AND LOCATION OF ALL OTHER REMOVE FROM LUMINAIRE n ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE sr STANDARD PLANS B102 & B103. D3 VARIABLE LENGTH 5 \ \ Q o REMOVE SIGN SCHEDULE SIGN NO. MUTCD CODE PANEL SIZE X Y H1 COMMENTS S1A R2 -1 24 "X30" 24" 30" 7' NEW S1B R2 -1 24 "X30" 24" 30" 7' NEW AND 0.16 HUND. TYPE Ild) ._ S2A R1 -1 30 "X30" 30" 30" REMOVE S2B R3 -8 30 "X30" 30" 30" REMOVE S2C 30 "X30" 30" 30" •ter ® ®�_��M O S21D R3 -8 12 "X18" 12" 18" 5' NEW - BIKE LANE ENDS S2E R2 -1 24 "X30" 24" so; I REMOVE & RESET S4A R2 -1 24 "X30 24" 30" REMOVE & RESET S5A R3 -7 30 "X30" 30" 30" REMOVE S5B R3 -7 30 "X30" 30" 30" REMOVE FROM LUMINAIRE S6A D3 VARIABLE LENGTH REMOVE S6A D3 VARIABLE LENGTH REMOVE S6A R1 -1 30 "X30" 30" 30" REMOVE S6B W1 -8 (RT) 18 "X24'' 18" 24" REMOVE S6C 18 "X18" 18" 18" REMOVE S6C W1 -6 48 "X24" 48" 24" REMOVE S6D W1 -8 LT 18 "X24" 12" 24" REMOVE S6E D3 VARIABLE LENGTH REMOVE S6E D3 VARIABLE LENGTH REMOVE S6F R1 -1 30 "X30" 30" 30" REMOVE S6F R3 -7 30 "X30" 30" 30" REMOVE FROM LUMINAIRE S6G R3 -7 30 "X30" 30" 30" REMOVE NOTES: 1 ALL SIGNS NOT MOUNTED ON LUMINAIRES SHALL HAVE 4 "X4" SINGLE TIMBER POST UNLESS OTHERWISE NOTED. 2. SIGN MOUNTED WIDTHS, HEIGHTS, AND DETAILS SHOWN ON STD. PLANS G008 AND G021. LENGTH V =7' FOR ALL SIGNS. 3. SIGNS SHALL BE PLACED DIRECTLY BEHIND SIDEWALK UNLESS OTHERWISE NOTED. 4. SIGNS MOUNTED ON SIGNAL POLE MAST ARM ARE SHOWN IN SIGNAL PLANS. OAKESDALE AVE. 1-I^. EXl- ENSION -PHASE 16 & 2 1 owG NO, SIGNING AND PAVEMENT T5 MARKING PLAN SHEET STA. 38 +00 TO STA. 41 +50 65 of 69 I I 6 - - -F - -4_ - J A- I T BIKE LANE DIRECTION ARROW T-2*7,S*7/2 n I STA. 3 ° +40 37' LT. STA. 38 +30, 40' LT. REMOVE FROM LUMINAIRE - REMOVE SIGN S5A, R3 -7 SIGN S5B, R3 -7 CIO" I REMOVE EXIST. REMOVE 218 LF OF LANE REMOVE 36 LF OF - _ - ROW "I. LINE (0.32 HUND. TYPE I - �' A APPROACH LINE AND 0.05 HUND TYPE Ile) (0- 21-HUND-TYPE_ LAND - +55 +36 0.03 HUND. TYPE Ile) - " - - - — - -- -- 38 +00- - �� 39 +00 40 +00 - 0 37 +00 m 200' RADIUS REMOVE 300 LF OF 1 4" EDGE OF ROAD LINE 2 z 4 � I REMOVE 80 LF Or REMOVE 237 LF OF GORE AREA MARKING N -� I DOUBLE YELLOW CENTER +45 w x LINE (1.42 HUND. TYPE I AND 0.16 HUND. TYPE Ild) ._ , � I I Z •ter ® ®�_��M O ROLL # 167 FR 1 8 2576E0:3 EXFiPES t2 /i2 /00 C 7 7_ r? /< SCANNED uGT 4 2000 I 0 1D �a V) z � Q O 0 w� z o H Y w� Q C F— d ui � z cn LLJ LLJ CD 3Y tin w -o Q O w i C 00 QN z r� owa D c aIw� Q R. Y zC/) o� z w CD Q cr) 2 0- ao vo oN 0 0 0 F I� v� o mom T= 4" SOLID WHITE PAINTED EDGE ROAD LINE PER MUTCD STANDAR +21 9 +00 — SIGN S6A, R1 -1 & D3 SW 27TH ST STA 9 +90 37.5' RT. SIGN S6B, W1 —8 SW 27TH ST. STA. 9 +94.5, 37.5' RT. / SIGN S6C, W1 —6 & END OF ROAD MARKER SIGN SW 27TH ST. STA. 9 +98.5, 37.5' RT. SIGN S6D, W1 -8 +71 +71 II li it II II II II I II it II If it li li e o . REMOVE EXIST. STOP BAR. S.W. 27TH ST. ® 10+00 S88 °24' 17 "E III II it I II II II li II II I� I I N j ! SW 27TH ST. STA. 10 +75, 36' LT. =n I REMOVE SIGN S6E, R1 -1 & D3 SW 27TH ST. STA. 10 +88 s REMOVE SIGN S6F, R3 -7 REMOVE 100 LF OF + 71 PPROACH LINE (0.58 HUND. TYPE I AND I I 0.08 HUND. TYPE Ile) 03 0` m m o I REMOVE EXIST. li II II II I II II II II 11 11 II ARROW w REMOVE EXIST. o STOP BAR. _ - . 27TH ST. s 0 0 S88 °24' 17 "E 11+00 T-1 w �fl li 11 it l 11 11 11 it 11 li li I rx� ® —ai —aTra REMOVE EXIST. ARROW SW 27TH ST. STA. 11+94 REMOVE SIGN S6G, R3 -7 SIGNING AND PAVEMENT SIGNING AND PAVEMENT MARKING NOTES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO —WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS B102 & B103. —! _ 13 +00 12 +00 _ TAPER 7.5: REMOVE 180 LF OF DOUBLE YELLOW CENTER LINE (1.08 HUND. TYPE I AND 0.12 HUND. TYPE Ilc) MOVE 480 LF OF LANE LI E (0.70 HUND. TYPE 1) A4 (0.10 HUND. TYPE 1 1 C) TAPER 35:1 14 +00 1 _ 777-7 TAPER 35:1 ROLL # 167 FR1 Q v c o OAKESDALE AVE. SVV EXTENSION—PHASE 16 & 2 1 DWG N0. SIGNING AND PAVEMENT T6 MARKING PLAN SHEET STA. 38 +00 TO STA. 41 +50 66 of 69 r .. 15 +00 +21 CO . 2 1'7�'� v;••gy. 4 9 24 P,. • f ~�SIONAL �is� o ExPIRES 12/12/00 MARKING LEGEND O DOUBLE YELLOW CENTER LINE — HO01 & H007 2O LANE LINE — H002 & H007 O 6" WHITE EDGE OF ROAD LINE O4 TWO —WAY LEFT TURN LANE — H001 O5 THERMOPLASTIC STOP LINE — H008 O APPROACH LINE — H002 & H007 7O THERMOPLASTIC CROSSWALK — H012 O BIKE LANE DIRECTIONAL ARROW — SEE DWG. T5 AND THERMOPLASTIC BIKE SYMBOL — CITY OF SEATTLE STANDARD PLAN NO. 722 NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. SIGNING AND PAVEMENT MARKING NOTES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO —WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS B102 & B103. —! _ 13 +00 12 +00 _ TAPER 7.5: REMOVE 180 LF OF DOUBLE YELLOW CENTER LINE (1.08 HUND. TYPE I AND 0.12 HUND. TYPE Ilc) MOVE 480 LF OF LANE LI E (0.70 HUND. TYPE 1) A4 (0.10 HUND. TYPE 1 1 C) TAPER 35:1 14 +00 1 _ 777-7 TAPER 35:1 ROLL # 167 FR1 Q v c o OAKESDALE AVE. SVV EXTENSION—PHASE 16 & 2 1 DWG N0. SIGNING AND PAVEMENT T6 MARKING PLAN SHEET STA. 38 +00 TO STA. 41 +50 66 of 69 r .. 15 +00 +21 CO . 2 1'7�'� v;••gy. 4 9 24 P,. • f ~�SIONAL �is� o ExPIRES 12/12/00 SEC . 2 5 T . 2 3 N . R . 4 E . W.M. aycESauE AVENUE sW ExrENSroN -PWISE ,g dt No w„ E1 � ILLUMINATION AND sir SCALE IN FEET INTERCONNECT PLAN 44. of 69 20 10 0 20 40 o D t 04 < FA 4. INSTALL TELEMETRY VAULT 25 —TA 00 CITY OF RENTON 2 +00 OME ALE "E. S.W. 3 +00 ILLUMINATION CONSTRUCTION NOTES �'- - - -_ STA.3 +40 LT ?O EMETRY VAULT 4 HORIZ. 2 -2" PVC SCH 40 ®D j /1859 � N01'29'46 "E Z � ^ � FOUNDATION DEPTH 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER cTA J m TYPE I JUNCTION BOX I — 2348H O 0) 1�V DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING -:_ '... :_ -... -..- GENERAL ILLUMINATION NOTES 3 2 1 -Ey ,�.,.�U2 - _2_ 1 C\2 T -4 E �ETA11 ON SHEET E2 W N H 0 HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION 8' -0.44' 1 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGH - -IING STREET LIGHT ASSEMBLY 5 +50 W 10 L.F. 1 -3 O ° W N SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b CONDUIT RUN 7' a o ° - 37.5' RT. 14 L_F. 1 -4 Z + Z to AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I - - �� gEE GGIA98/X� __ W - _..._._ _ . �_, D € 3 V) 0 d JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON \ 4� W 1• 2344H N O 35 STANDARD PLAN J008. I Z ? MIL W ° ! x ELEV = 16.14 1z' DI w a s4 W81.9840 RIM 15.67 z' uI w N 1 �+ 1 -4 Pv PROP. R/W 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY PLAN 40 S' Z 0) _40 2. POWER POLE TO BE REMOVED. ALSO SEE GENERAL NOTE 5. L -7 _ OF'RENTON STANDARD J007. W 1 -3 2 w, CAP r.5' TALL Q N in 35 91 0 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE I -- - - - -'- L -8 10 +50 39.5' RT. 3 O 3. RELOCATE EXISTING LUMINAIRE AND JUNCTION BOX BEHIND NEW ON SEE SHEETAIE2 C _ U2 8' 1.97 I ` ± SIDEWALK. CONSTRUCT 7' DEEP FOUNDATION PER WSDOT STD o - -- - -- -- —4-PEG­- - — .` — — — L -1 10 L.F. ! 2340H Q N ,. Z 0 I= PLAN J -1 b. EXISTING MIC - ;' -- O OD J_ o D t 04 < FA 4. INSTALL TELEMETRY VAULT 25 —TA 00 CITY OF RENTON 2 +00 OME ALE "E. S.W. 3 +00 REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT 5+ 4 00 2 —#6, 1 — #8 GROUND WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED 2 -2" PVC SCH 40 ®D j /1859 � N01'29'46 "E FD MON /CASE / 1 -i/4" BRASS � DISK PDNC'H FOUNDATION DEPTH ILLUMINATION LEGEND J m TYPE I JUNCTION BOX I — EL V = 16.63 2348H 400 1�V L': J -:_ '... :_ -... -..- GENERAL ILLUMINATION NOTES _. _ _ N 66257.3740 E 54D85.6„D MONTORING WELL ELEV = i6.98 .r —.� -Ey ,�.,.�U2 O TYPE II JUNCTION BOX i4 L F T -4 E �ETA11 ON SHEET E2 2343H ® ELECTRICAL SERVICE CABINET V ARM 8' -0.44' 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGH - -IING STREET LIGHT ASSEMBLY 5 +50 NOLLICHT 10 L.F. 1 -3 AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 400 CONDUIT RUN 7' a o ° J014 AND J015. 37.5' RT. 14 L_F. 1 -4 SEE DETAIL ON SHEET E2 N o 400 ZO o E 2• ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE - _..._._ _ . �_, D D D ' L -5 1 F 35' LT. [� a LOCATED 6' FROM BACK OF CURB EXCEPT AT WALL. w z° eRass cAP AND PUNCH 2344H _ i -" PROP R/W 35 x s w " Z ? MIL W ° 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. ELEV = 16.14 1z' DI w a s4 W81.9840 RIM 15.67 z' uI w c ' 1 �+ 1 -4 SEE DETAIL' ON SHEET E2 •- o 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY PLAN 40 S' 2' I -P. CONDUIT ! a L -7 \E OF'RENTON STANDARD J007. 10 L.F. 1 -3 2 w, CAP r.5' TALL 2342H 400 35 91 0 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE I p L -8 10 +50 o D CONDUIT AND WIRING a PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS CONDUIT CONDUCTORS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT 2" PVC SCH 40 2 —#6, 1 — #8 GROUND WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED 2 -2" PVC SCH 40 PULL WIRE IN ACCORDANCE WITH THE SPECIFICATIONS. RENTON LUMINAIRE NUMBER WATTAGE POLE HEIGHT (L.F.) FOUNDATION DEPTH ILLUMINATION LEGEND 3 +50 m TYPE I JUNCTION BOX 10 L.F. 1 -3 2348H 400 11 8 ^ L -2 4 +50 O TYPE II JUNCTION BOX i4 L F T -4 E �ETA11 ON SHEET E2 2343H ® ELECTRICAL SERVICE CABINET 40 8' -0.44' STREET LIGHT ASSEMBLY 5 +50 35' LT. 10 L.F. 1 -3 2346H 400 CONDUIT RUN 7' CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 —#6, 1 — #8 GROUND 2* 2 -2" PVC SCH 40 PULL WIRE 'FUK tUIUKt INILKUUNNt(;I UJt NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: z INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ILLUMINATION SCHEDULE , ACA HEIGHT ABOVE FINISH GRADE POWER SOURCE CABINET LOCATION LUMINAIRE NO. POLE LOCATION OFFSET (POLE CENTERLINE TO ROADWAY CENTERLINE) ARM "LENGTH CIRCUIT N0. REMARKS RENTON LUMINAIRE NUMBER WATTAGE POLE HEIGHT (L.F.) FOUNDATION DEPTH L -1 3 +50 35' LT. 10 L.F. 1 -3 2348H 400 35 7' L -2 4 +50 37.5' RT. i4 L F T -4 E �ETA11 ON SHEET E2 2343H 400 40 8' -0.44' L -3 5 +50 35' LT. 10 L.F. 1 -3 2346H 400 35 7' L -4 6 +50 37.5' RT. 14 L_F. 1 -4 SEE DETAIL ON SHEET E2 2341H 400 40 8' 2.84' L -5 7 +50 35' LT. 10 L.F. 1 -3 2344H 400 35 7' L -6 8 +50 37.5' RT. 14 L.F. 1 -4 SEE DETAIL' ON SHEET E2 2339H 400 40 S' 1.77' J L -7 9 +50 35' LT. 10 L.F. 1 -3 2342H 400 35 7' p L -8 10 +50 39.5' RT. 14 LF. 1 -4 ON SEE SHEETAIE2 2337H 400 40 8' 1.97 W L -g 11 +50 38.2' LT. 10 L.F. 1 -3 2340H 400 35 7' Y L -10 12 +50 43.5' RT. 14 L.F. 1 -4 SEE DETAIL ON SHEET E2 2335H 400 40 8' 1.45' 4d L -11 13 +50 41' LT: 10 L.F. 1 -3 2338H 400 35 7' = L -12 16 +50 41' RT. 10 L.F. 1 -2 2333H 400 35 7' I- h cV L -13 18 +50 41' RT. 10 L.F. 1 -2 _ 2331H 400 L -14 20 +67 41' RT. 10 L.F. 1 -2 2329H 400 35 7' L -15 22 +50 41' RT. 10 L.F. 1 -2 2327H 400 35 7' L -16 24 +50 41' RT. 10 L.F. 1 -2 2325H 400 35 7' L -17 26 +61 41' RT. 10 L.F. 1 -2 2323H 400 35 7' RECM MAWM L -18 28 +50 41' LT. 10 L.F. 1 -1 SPLICE TO EXIST. ILLUMINATION 2350H 400 35 T L -19 30 +50 41' RT. 10 L.F. 1 -2 2321H 400 35 7' PBiS' " RW0l2D DRdI•Il►AG " DDPiCl� L -20 32 +50 41' RT. 10 L.F. 1 -2 2319H 400 35 7' ., ,S D,fl= '� D17">rvw Shci4vzrsD BY DIAIGB'L_& ASSOC1A7ES, CASCADE, L -21 34 +50 41' RT. 10 L.F. 1 -2 2317H 400 35 T IDAMIX ALS WA #X313 SCANNED VAR 28 20 N h v / Q II\ � N a 0 1 z = O <" a Q 0 8 0 O a Ud D Z+ Z Cf IIAA r `� ll La W� Z RUN NO. R � _' O Z I R.4=E. W.M. C) 2* 2 -2" PVC SCH 40 J I Z to Q C4 1 H - - - -- - - - -- N� INTERCONNECT PLAN go- 4. INSTALL TELEMETRY VAULT 25 —TA. 10 J BOX i 40 U) - -_ p C\2; _ a.�°. Fes' O `.� - C) GENERAL ILLUMINATION NOTES 3Q ,� U)1' - b — 25 —TA coNrr:oc Pry 706 SET.PK NAIL AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN WELDED WIRE WALL Z 1 J014 AND J015. 7AULTN5—TA E 5409.8860 U 1 2 FOR HEIGHT ABOVE FINISH GRADE) 2 ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE , 1W >' �� -FIN. GRADE 1 I o EEC# U LL a o z 3 z 0 an rc - 5 6 +00 N02758'30"W I . ❑ILLUMINATION CONSTRUCTION NOTES VAM 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH TBIS " 1Q3�fiRD DlrL/l!'d111C, '° B'3�ICIS PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING " IS BUILT " COlIT®ITIONS' SURi�Bi'RD HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION BY RIJWSL B ASSMAMS, CAW". SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b IDAER RM WA # 23613 SCHEDULE RUN NO. ��°� "�vE�°`»�°" -,e�� VNG W. CONDUCTORS SEC.25 T.23N. R.4=E. W.M. � 2* 2 -2" PVC SCH 40 PULL WIRE ILLUMINATION AND PROP. SIDEWALK INTERCONNECT PLAN SCALE IN FEET 4. INSTALL TELEMETRY VAULT 25 —TA. 10 J BOX 20 10 0 20 40 HORIZ. _ 1 2 STA. GENERAL ILLUMINATION NOTES s' —o' TELEM - TELEMETRY VAULT - I FRONT FACE OF 25 —TA coNrr:oc Pry 706 SET.PK NAIL AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN WELDED WIRE WALL 1 ELEV r 15.15 J014 AND J015. 7AULTN5—TA E 5409.8860 1 2 FOR HEIGHT ABOVE FINISH GRADE) 2 ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE , 1W >' �� -FIN. GRADE 1 -- - -L - - - -- ----------------- -- ------ - -- - I� w:` ' LUMINAIRE FOUNDATION AT SIGNALIZED INTERSECTION. W '-- -- - i - -- PROP. R W SEE ILLUMINATION OF RENTON STANDARD PLAN J007. 1' '•'` ` TABLE FOR DEPTH a. .. . _.: -- x•108 "METR0S5 W PROPERTY OF 1HE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT LUMINAIRE INSTALLATION WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED - 5 6 +00 N02758'30"W I . ❑ILLUMINATION CONSTRUCTION NOTES VAM 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH TBIS " 1Q3�fiRD DlrL/l!'d111C, '° B'3�ICIS PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING " IS BUILT " COlIT®ITIONS' SURi�Bi'RD HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION BY RIJWSL B ASSMAMS, CAW". SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b IDAER RM WA # 23613 ROLL 179 CONDUIT AND WIRING SCHEDULE RUN NO. AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS CONDUCTORS 1 2" PVC SCH 40 INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I 2* 2 -2" PVC SCH 40 PULL WIRE JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON PROP. SIDEWALK STANDARD PLAN J008. RGS CONDUIT — TIE TO WIRE WALL 4. INSTALL TELEMETRY VAULT 25 —TA. 10 J BOX FACE W /GALV. WARE TIES 2' -0" SPA. _ GENERAL ILLUMINATION NOTES s' —o' LUMINAIRE POLE 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING FRONT FACE OF 40 HEIGHT AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN WELDED WIRE WALL J014 AND J015. VARIES (SEE ILLUMINATION TABLE — FOR HEIGHT ABOVE FINISH GRADE) 2 ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE >' �� -FIN. GRADE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT 1' -6" MIN. w:` ' LUMINAIRE FOUNDATION AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY SEE ILLUMINATION OF RENTON STANDARD PLAN J007. 1' '•'` ` TABLE FOR DEPTH 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF 1HE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT LUMINAIRE INSTALLATION WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. AT FACE OF WALL ROLL 179 CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 —#6, 1 — #8 GROUND 2* 2 -2" PVC SCH 40 PULL WIRE *FUK FUIUHL INILK(;UNNtL l UJt NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WALL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND Awl. UNDERGROUND UTILITIES. SCAMEO OR 913 � e r h h .Y. Na 2 1 z = � o j X V W � Q 4 a Ca b 0 0 3 0 ry 0 0 0 0 Q 0 0 i s o 0 S O� 7l ZO W 8,0 W+ Z'* o O� xm ;C4 VQ ES N w ZM Za 3 aN zdm + C\2 cur ✓E T (cwTC�Nc1 Q N O di W I INV -SS jt1 -9.40 59 W ZN E- go LLI co W 1 7 0° O O 0,4 + 3Q � Z asw L ICI a ,x SE E-1 U) I CULilRT ONCO M}NC) t m.E INV 48-(Wj =10.04 -J \E W E 7v 4 �1 .o ~ - - - - -- P U s' Ey 1 ° � 1 I 1 0 ai ir SEC.25 T.23N. R.4E. W.M. ITELEMETRY VAULT 4 fG TA SCALE IN FEET 20 10 0 20 40 HORIZ. r r i i 1 1 1 2 - 1 1 2 1 2 2 COSET NTRPK OL NAIL P7 7� �- Fi£V 75.83 __ _______ __________.______ _______________________E- - E 54047.2200 ---\ _.. _._.... PROP. R W i _ n W GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4_ CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007, 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 'WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT 3TD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. 4. INSTALL TELEMETRY VAULT 25 -TA CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 - #6, 1 - #8 GROUND 2* 2 -2" PVC SCH 40 PULL WIRE $FUR hU IUKt IN ILKL;UNNtL; l UJt ROLL 179 FR 01 7 AVENUE SW EaDVOIN —�cc is R ') DWG NO E� ILLUMINATION AND s INTERCONNECT PLAN 46 of 69 Tlw2w - 716 IWMID MWM TWS " J=M DtftV1.W „ DEPICTS " AS MHU " CONDIT10M SUl ffZD DY iliWEL 8; ASSOCIATES, CASCADE, IDAI>!m, RLS WA # 8.4813 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 1'1-3; j- 27s7 /6 SCANNED MAR Z S 2003 i D U 0 Z a w SEC.25 T.23N. R.4E. W.I. SCALE IN FEET 20 10 0 20 40 HORIZ. r� AVENUE SW DQDWW —PMW 18 & 21 DW No- ILLUMINATION AND sir INTERCONNECT PLAN 47 vl� 4 STA. 14 +30 41' LT. TELEMEg?Yl VAUILT 25 —T n UUU I, C) ` 0 CB TYPE 2 15.67�� 3 GB TYPE 1 / o .RIM = -16.6 / I 1 4 INV 12" (N,W) = -12,2 e 12" B—+ 1 - 3 Lo — � W f 0 IE-� - - - - - - - - - - - - NOZZLE SPRW LER,/nOSE - OICA70R RUST - I W W P�X7 NNiAN9° �FRE „MAlN; IH FFr4i 6,._ -MPE IF _ �__ _ _. _ _. _. 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MOUNTING 3 HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION Z C~i Z 0 a SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. OA WA �co 5 INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE 1 rc D W+ W~ co JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON Rs « 3 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY `4 ;'- N� - 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE Z W) Z O PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS QN ZC-4 a I NOTE: 2 0 W Zd QN O� IN ACCORDANCE WITH THE SPECIFICATIONS. fo It L] Z Fa N It I Qm O- w O V I q G 3 7 � N Y. 0 ) E `o N E- E- 0- s G C E Ci C o� d� Y Qq � g� o ■ Z Y �b U 0 Z a w SEC.25 T.23N. R.4E. W.I. SCALE IN FEET 20 10 0 20 40 HORIZ. r� AVENUE SW DQDWW —PMW 18 & 21 DW No- ILLUMINATION AND sir INTERCONNECT PLAN 47 vl� 4 STA. 14 +30 41' LT. TELEMEg?Yl VAUILT 25 —T n UUU I, C) ` 0 CB TYPE 2 15.67�� 3 GB TYPE 1 / o .RIM = -16.6 / I 1 4 INV 12" (N,W) = -12,2 e 12" B—+ 1 - 3 Lo — � W f 0 IE-� - - - - - - - - - - - - NOZZLE SPRW LER,/nOSE - OICA70R RUST - I W W P�X7 NNiAN9° �FRE „MAlN; IH FFr4i 6,._ -MPE IF _ �__ _ _. _ _. _. W LONG RISER- VAULT- �- w �lOb” METRO 55 � O __.��_ 2 ".. ®..DIP lJNE E i .72 = W SS W Ey i0 6 WATER _ T }2" X 6" TEE IW ��" wit G O+ ! - _. & 4E HYDRANT - UGHTI W I I 4 0 IRi 1a.69 16+ cl) ' 7 55 72" ME O `;.`tS''r4" ., -8 1 7 ?" ... ETKO 55 5 S 6 5 i+ 01 Lo cv s tL. SSMN y E- 75. - 5 1 V S S 109" MEn O ss S ELI s -- --- - - - - -- 73u z — - — a - - - -- -- - - - - -- --- - - - - -- Top E'M - 15.73 .ciTQ,r?� ^,- TYPE 2 3 , EL 7 360 G INV 24 (W,ci 1U.50 E- er Cl 147 1 _ -1", w 1 1 W A.LITY POND — BOTTOM, LL. y.Ou / r N � \ � �_J u� 1 5 cc S 6. 18ioIi P - - I.E. . 7�16I 0 T-2*7571-7 0 GENERAL ILLUMINATION NOTES ILLUMINATION CONSTRUCTION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING ❑ 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 2 — #6, 1 — #8 GROUND DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH J014 AND J015. PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING 3 HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS 5 INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE 1 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON AT SIGNALIZED INTERSECTION. STANDARD PLAN J008. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY 4. INSTALL TELEMETRY VAULT 25 —TA. OF RENTON STANDARD PLAN J007. - 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT NOTE: WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS IN ACCORDANCE WITH THE SPECIFICATIONS. ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 — #6, 1 — #8 GROUND 2* 2 -2" PVC SCH 40 PULL WIRE 3 2" PVC SCH 40 2 — #6, 1 — #8 GROUND 4 2 -2" PVC SCH 80 PULL WIRE 5 2" PVC SCH 80 2 — #6, 1 — #8 GROUND 6 2" PVC SCH 80 4 — #6, 1 — #8 GROUND 7 2" PVC SCH 80 PULL WIRE 8 REMOVE 3 -210 WIRES & REPLACE W 310 WIRE & 210 GROUND 6. REMOVE EXIST. 100 AMP PANEL & FOUNDATION. REPLACE WITH NEW *FOR FUTURE INTERCONNECT USE 200 AMP PANEL & FOUNDATION. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. MAVMG ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA 'COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THIS " RECORD DRAI/Idllli DEPICi'S THE CONTRACTOR. SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BUILT CO 'Off , StfRB�EYED BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL Dr ArJORL d: ASSOCIATES, CASCADE, DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONrnarrOR'S Fall URE TO EXACTLY IDAM, RES WA / SM113 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5 ; T- 2717 12 SCANNED MAR 2 81003 ROLL 179 FR 071 9 �-.2 SEC.25 T.23N. R.4E. Vl x _ Z!, O .] a N3 wN a—c°o \ O W''..M o � Z r 3 €_ z N \ 4 N� 8 min 00 W a a; +; I w I 00 nm nm nm VIII GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING L I-- AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN ° J014 AND J015. m 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE o PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS En REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. Im lrr. W • M. ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 1 2" PVC SCH 40 1 2 -#6, 1 - #8 GROUND ROLL 179 07 i'll AVENUE SW E)CIFJW" —PW—S€ to MG W. ILLUMINATION AND INTERCONNECT PLAN 4$ or 6 SCALE IN FEET 20 10 0 20 40 HORIZ. I Ey .I W W -x I I 10 1 Ix IU -- E- RECORD QRAWNCi TIIIS " MWJtD MAVIM " DEPICTS " AS BYIILT " comD17Y0111S SU11!i sm BY NX9L & ASSOCIATSS, CASCADE; IPAAC. AM WA # 83693 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SCANNEO W s8 =1 co 5; co ---- z Ix IU -- E- RECORD QRAWNCi TIIIS " MWJtD MAVIM " DEPICTS " AS BYIILT " comD17Y0111S SU11!i sm BY NX9L & ASSOCIATSS, CASCADE; IPAAC. AM WA # 83693 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SCANNEO W s8 =1 N s 0 U 6 a Z Z b 0 BOl TOM EL. = 7.50 0. G GENERAL ILLUMINATION NOTES a 1 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING Z 0 ° J J014 AND J015. a W V too n N O W + Z M Z cq 3 Vl 0 W AT SIGNALIZED INTERSECTION. jM ZO Z 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY ><w Q CO + L4 I Z o0 1 Wi Z 0 nl� N 0 W YW W w o® + N z o ce), — - !� X i o H �'- E .. � x TAY 0 U 6 a Z Z b 0 BOl TOM EL. = 7.50 0. G GENERAL ILLUMINATION NOTES a 1 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING Q ° J J014 AND J015. m 2 LOCATED 5' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. ❑ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE, MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2" PVC SCH 40 2 -#6, 1 - #8 GROUND ROLL 179 SCALE IN FEET 20 10 0 20 40 HORIZ. - -� AVME SW �' IS a -1 ow NO E6 ILLl1M114ATION AND St�EF I INTERCONNECT PLAN 4g of 6 1: I IW W IW 0 I C\2 I+ Go cv I� --I rn W a' I x' IE-4 I T127ST/9 F T,= „ Jt =M DMWI1NG " D Wr= w a Lr " comirroxs suitvsreD BY itrj v6L &' AssmArss, CA -Rwc. ZDAM J= WA # $3813 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. /J43: 7- a) r719 w v r�1 r 0 ROLL 179 SCALE IN FEET 20 10 0 20 40 HORIZ. - -� AVME SW �' IS a -1 ow NO E6 ILLl1M114ATION AND St�EF I INTERCONNECT PLAN 4g of 6 1: I IW W IW 0 I C\2 I+ Go cv I� --I rn W a' I x' IE-4 I T127ST/9 F T,= „ Jt =M DMWI1NG " D Wr= w a Lr " comirroxs suitvsreD BY itrj v6L &' AssmArss, CA -Rwc. ZDAM J= WA # $3813 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. /J43: 7- a) r719 w v r�1 r 0 - - -- SEC.25 T.23N. R.4-E. W. -ICI. �w��E�,,e� �; �,,� ILLUMINATION AND . � � R INTERCONNECT PI�4N G�y�c ,_ SCALE IN FEET 50 � 69 20 10 0 20 40 HORIZ. i II ZO � � I 6" SL __ J r rn 3 a � � I N �� ZcN � r ZM �� 3 v~i ® I �., �`` U � I i '� �� °`f Cn � d' F f h � jM Zp I o � � ' � Z -H P 1 0 �. Q � � �, � L I 6 SL � <N ON � - m$- ,n O� Z =� '�' __ W _ W J.: � -- ED UGT I r , L -18 ABANODIdED UGT 1 w� -.. W W '^ W a o ° I p _ 31 +00 32 +00 N � w Z H = � OAICESDALE VE S W — i T— — —�+�' — I— I � ' 'z o � 3� �' I L— I �� !. � � N00 .18.36"W � + o !O V �' m �w a'a - o � � �a �o � _ _y �;,� W - _ W -- . , . .. _ _ >e x l 4 � x �� o � P _�P P N P 1 i P �' F- ----_— � o �' I 1 1 1_ 1 1 1 :e � �� _ I \ \\ wv = f I -,=9 12" c;MP !^! �J � `-INV 16.8E 72" P.CP OUT E. U -.. �-fNV = .11.54 12 CMP UUi N. �' - �� - a Z 0 W .. � C a 3 � GENERAL ILLUMINATLON NOTES ILLUMiNATIOiJ CONSTRUCTION NOTES s ® "T < L CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING 1. FURNISH .AND INSTALL ONE COBRA HEAD LUMINARE WITH .POWER } a AND JUNCTION BOX, PER CITY OF RENTON STANDARD PLAN DOOR AND MEDiI! ®,I TYPE III CUTOFF OPTICS, 400 WATT HIGH o r J014 AND J015. PRESSU!?F SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING. a a e HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION � 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE SCHEDULE. CONSTRUCT' FOUNDATION PER WSDOT STD. PLAN J -1b Z } LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS m INCiCATE3 W TFiE ILLUMINATION SCHEDULE. INSTALL TYPE I 0 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON AT SIGNALIZED INTERSECTION. STANDARD PLAN J008. TBIS RdCrD1�D DRAlIl111G DSPlG7S a °' dS BUILT " laDl+IDI!'IOlVS 3'lJRirB'1'BD 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY 2. NOT USED ON THIS SHEET. BY R111�B4 � 4SB�C1ATr�S, CI3�GIDB. - OF RENTON STANDARD PLAN J007. .QDiFliD „!s'l.� �A � S86i3 5. ALL L! IM!NA!RE POLE BASES REMOVED SHALL BECOME THE S PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS z REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT NOTE: u°-i WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS �, IN ACCORDANCE WITH THE SPECIFICATIONS. ARE BASED ON: � o N Z r�@b 64I apt • -. � CONDUIT AND WIRING SCHEDULE RUN N0. ^ L� CONDUIT CONDUCTORS 1 2” PVC SCH 40 2 -#6, 1 -#8 GROUND 0. ®: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR -MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE $ASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED 8Y THE OWNER` OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY P.ESPONSlBLE FOR ANY AND ALL DAMAGES YVHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNIi:RGROUND UTILITIES. /d-/3; T- z 7 -r %//9 scANNep MAR 2$ 2003 a S 91 H OT �W !Z N �' s F W 0- _ s W ZO' o a 'o � o � h 47 's Z M Z O 1 y� N zap W oM w Z F W� ul p _ IJl 1 ABA P CD 33 +00 da + 1 3° !'01 00'18'36 "W x H W ma — a ��E U)1 a W Q a rr� o � µi1 E- U1 6 F 1 1 P- - - - - -F 1 FTFq L OMEN 11111E IIIII� SEC.25 T.23N. R.4E. W.M. GENERAL ILLUMINATION NOTES 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION-BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE LOCATED 6' FROM BACKOF CURB EXCEPT AT WALL. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. 5. ALL LUMINAIRE POLE BASES REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER UTILITY ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CITY (EXCEPT WHEN WORK IS DONE BY OTHERS) AND SHALL BE SALVAGED IN ACCORDANCE WITH THE SPECIFICATIONS. OAKESUALE AVENUE SW EXiEkSM -PHASE 16 �t 2� MG NO ILLUMINATION AND E8 INTERCONNECT PLAN 151 of g SCALE IN FEET 20 10 0 20 40 HORIZ, ----- F------ F - - - -- --P NO. -- -- CONDUIT CONDUCTORS 1 2° PVC SCH 40 E 8� ERR ❑ILLUMINATION CONSTRUCTION NOTES 1. FURNISH AND INSTALL ONE COBRA HEAD LUMINARE WITH POWER DOOR AND MEDIUM TYPE ill CUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN IN ILLUMINATION SCHEDULE. CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -1b AND THE SCHEDULE BELOW. FOUNDATION DEPTH SHALL BE AS INDICATED IN THE ILLUMINATION SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2° PVC SCH 40 2 -#6, 1 - #8 GROUND ROLL 179 CLIP ■ X11._ W 0 FECM MAWM IRIS " AB1,10AD DAd1YIAw 11 DB Irm AS BUIM " 61011►DITI0IVS suff 'AD BY Anion & .ISSGuirss. cAwADB. ZDAM, AW Ad # 2W3 NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH' MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Z4 6, 43 scumm OR ail am 0 SEC . 2 5 T . 2 3 N . R . � E . W . � . s � � w.n ••�� EX. PROP. SIGNAL LEGEND I ® m' TYPE I JUNCTION BOX � .NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS �--' zo �o 0 20 ao � � � O ® i7 0 TYPE ii JUNCTION BOX TYPE Ili JUNCTION BOX � e��� ��� ��` Z � � �� 3 W � N d 3 �� � W �`� �':Q � �-- �-f � �-� �-� -�'� � f VEHlCAL SIGNAL HEAD VEHICAL HEAD WITH ARROW PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICAL PRE- EMPTION DETECTOR � TYPE III SIGNAL POLE, MAST ARM AND LUMWAIRE SIGN ON MAST. ARM THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ARE BASED ON: o (q � d � N � � I N N � ; W °� 0 � � ® � .LOOP m ® XO DETECTOR STI SIGNAL CONTROLLER (45 ELECTRICAL SERVICE CABINET POLE NUMBER o I�0 Om w 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON VARI/inON:S BETWEEN ACTUAL CONDITiGN5 AND THOSE SHOWN. THESE VARIATIONS WILL NOT 8E THE BASIS FOR A CLAIM OR EXTRA COMPENSATION'. HARDWARE, TWO PEDESTRIAN PUSH BUTTONS W[TH .SIGNS, ONE TERMINAL BOX; ONE NEW SrKEET %irAiuirE SIGN, ONE g' THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM .LAMP 3 I 8 WAY ONLY .AND .HAVE NOT BEEN' INDEPENDENTLY VERIFIED BY THE .OWNER OR ENTRANCO. � � 5 o THE CONTRACTOR SHALL' DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 1 s -s BEFORE`COAAMENCING WORK; AND`AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL `DAA�tAGES WHICH- -MIGHT ®E OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY 2. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, Z Y:S O p o :_ � 3Q �" `� � vi 0 U a+ � ` � � � � ss 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER `LOCATE AND PRESERVE'ANY AND ALL UNDERGROUND UTILITIES. � � ° l `' z !°�° � z � �. x � 0 p�/ ¢ Fri Q 24 ; 23 - - LL - I � 12 +00 - � —a s LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING -48).6 � - — 15 —rte — _ — — HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, 85 254' � ^ _ (60.90 LT.) 4 4 3 �3 — ONE TERMINAL BOX, 'ONE NEW STREET NAME SIGN,: ONE Y 2 �N . au R10 -12 SIGN,. ONE HIGH PRESSURE SODIUM LAMP .WITH ,�'- rt - s r „�, (�� j �� _ "a ff�x� ° F �I ��� �) � � ( ..n ���[ W � 9 2 — — _ _ — _ — — — — 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE — s � �I Q � 29 - "s'�v --- 6' MPE IP - — = C — — �. ] 1 3 SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX ;J � �� �g� °z r�- 3. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, � _ __ _. - SEC . 2 5 T . 2 3 N . R . � E . W . � . QAICESSLUU.E �iVENUE SW i� do s,GwaL PLAn� � SIB � I' OAKESDALE AVE. S,W. /S.W, 27TH 52 aF 69 I SCALE IN FEET .�. .NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS �--' zo �o 0 20 ao O a HORIZ. I� I NOTE: ON THESE PLANS Q CONSTRUCTION NOTES o I + � THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ARE BASED ON: 1. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, °' INFORCd/4TION PROVIDED SY W &H PACIFIC SURVEY 1997 TYPE. III SIGNAL POLE WITH A 45 —FOOT MAST ARM_ INSTALL TWO HEADS (TYPE M MOUNT, TWQ3 LED ❑ � ❑ THIS WAS '`!1E INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL;CONDITIONS MAY BE DIFFERENT. -THE CONTRACTOR MAY ENCOUNTER .SIGNAL PEDESTRIAN SIGNAL: HEADS'. WITH TYPE E MOUNTING 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON VARI/inON:S BETWEEN ACTUAL CONDITiGN5 AND THOSE SHOWN. THESE VARIATIONS WILL NOT 8E THE BASIS FOR A CLAIM OR EXTRA COMPENSATION'. HARDWARE, TWO PEDESTRIAN PUSH BUTTONS W[TH .SIGNS, ONE TERMINAL BOX; ONE NEW SrKEET %irAiuirE SIGN, ONE g' THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM .LAMP 3 I 8 WAY ONLY .AND .HAVE NOT BEEN' INDEPENDENTLY VERIFIED BY THE .OWNER OR ENTRANCO. WITH CUTOFF OPTICS' 400 WATT.. 5 o THE CONTRACTOR SHALL' DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 1 8 � BEFORE`COAAMENCING WORK; AND`AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL `DAA�tAGES WHICH- -MIGHT ®E OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY 2. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, I 7 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER `LOCATE AND PRESERVE'ANY AND ALL UNDERGROUND UTILITIES. � TYPE II SIGNAL POLE WITH A 45 FOOT MAST ARM.. 24 ; 23 - - LL - I INSTALL TW0 NEW SIGNAL HEADS (TYPE M' MOUNT, TWO - - � � LED PEDESTRIAN SIGNAL HEADS WITH TYPE E MOUNTING -48).6 � a', I 8 ,, • ; 8 7 2 STA. 15-F44.8 a AS SHOWN BY TYPICAL DiidrENSiONS, UNLESS OTHERWISE NOTED. HARDWARE, TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS, � ^ _ (60.90 LT.) 4 4 3 �3 i 6 ONE TERMINAL BOX, 'ONE NEW STREET NAME SIGN,: ONE 2,1 s ?i ' i a I 2 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD R10 -12 SIGN,. ONE HIGH PRESSURE SODIUM LAMP .WITH ,�'- rt - s r „�, (�� j �� _ "a ff�x� ° F �I ��� �) � � ( ..n ���[ W � 9 2 — — _ _ — _ 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE — A INDICATO R 1 CUTOFF OPTICS 400 WATT, AND ONE DU L -- - PRE- EMPTION DETECTOR. _ 29 - "s'�v --- 6' MPE IP - — = — — — — SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX -- - - °z r�- 3. FURNISH AND INSTALL NEW SIGNAL POLE FOUNDATION, � _ __ _. - 4 r o- ar- a7r) _ rr roe : mz uN1P� / coNC. RisEf TYPE: III SIGNAL POLE WITH A 40 -FOOT MAST ARM. 2 ss INSTALL TWO NEW SLGNAL HEADS (TYPE M MOUNT), TWO roa' Memo ss oo `; 2 m a� -- LED SIGNAL HEADS WITH TYPE `E MOUNTING - — — — - � �'. �_ i6 4 16 .PEDESTRIAN & Q �' RANr" HARDWARE, TWO PEDESTRIAN. PUSH =6UTTO�IS WITH -- :SIGNS,. A �` u ��� ao _ �1�'.���0 ONE TERMINAL BOX, bNE NEW STREET NARdE SIGN, ONE 1 1 &69 43 45 R10 -12 SIGN, AND ONE HIGH PRESSURE SODIUM LAMP .p0 #1 15 0 � •." � ��. � 7f6+ � i3 +�o � WITH CUTOFF OPTICS 400 WATT. S— c - -. 72" �� 72 O 55�. ��:, ', — 72" METRC SS — � - — 4. FURNISH AND INSTALL NEW CONTROLLER; FOUNDATION,. 0 0 31 `` � " � PAD, AND CONTROLLER CABINET TYPE P. 3 i 0' � ssMH I -� 5. FURNISH AND INSTALL NEW TYPE III: SERVICE PER'. CITY ssMtr wv= � 82 �_ s `', rziM � issr � s �'s tos m0 - - s OF RENTON STANDARD PLAN J012. COORDWATE WITH PUGET SOUND ENERGY FOR CONNECTION TO POWER SOURCE. f 5 �= 2 8 6. REPLACE EXISTING TYPE I .JUNCTION BOX- WITH NEW a 9 ®� —���� TYPE II JUNCTION BOX. EXISTING CONDUIT - --� ��� �� �I;lIII • _ _ —L_ - - -- — _ — _ _ TO REMAIN. ,i� 2 1 1 � 1 3 I' ' ' �G 7. REPLACE EXISTING TYPE I JUNCTION BOX WITH NEW ,"" TYPE III JUNCTION BOX. EXISTING CONDUIT TO REMAIN. 2 1 i 6 62 � STA. i 5� +50.0 \\ � 8. REPLACE XISTING -TYPE II JUNCTION 'BOX WITH NEW E I -- N ,5 7 (50.5.' RT.) 2' f r: �\\ TYPE III JUNCTION 60X. EXISTING CONDUIT TO REMAIN. 14 +58.5 4 I RT) ro° yr r 6� 64 r � -v pnh'� - BO?T FOR ENLARGIEMENT QF THIS � II ������ � I � 5 t3 AREA, SEE SHEET E10 6 II I ,Z ,,GCE � -® f • � � � ����� ®� . � ' a GENERAL r .�. .NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS �--' o.�� O a WITH TUNNEL �iSORS AND SQUARE DOORS. ALL VEHICLE SIGNAL a����o® HEADS RED INDICATIONS SHALL BE LED PER WSDOTfAPWA ST�DARD .. - - � z SPECIFICATIONS. g 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON g' SPEC. WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM 70 CITY OF RENTON STANDARD PLAN J024 AND J025. o®s�o���®®��- 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER o CITY OF RENTON STANDARD PLAN J019 UNLESS OTHERWISE NOTED. a 4. ALL DETECTOR LOOPS SHALL BE 6 —FOOT BY 6 —FOOT. LOOPS ur ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED -��� � AS SHOWN BY TYPICAL DiidrENSiONS, UNLESS OTHERWISE NOTED. ��i0��� 5. ALL SIGNAL POLES SHALL HAVE APOLE— MOUNTED TERMINAL BOX. s ® ® ® 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. a 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX °z LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. f 4 r o- ar- a7r) _ rr � -® f • � � � ®� . � ' ® . •.n a► ► I o.�� ©� a����o® .. - - o®s�o���®®��- E•�©ii0���� -��� ��i0��� ® ® ® ®� �1�'.���0 ���� ��%�� ©��o��� ®d0— m0 - -��� ®� —���� ��� • 1'B1S " lt�1CC1RD DRIVING " DBP1GiS ,, � Bf!!LT " CIDXDITI03dS Sfl1RYBl'BD dl' Rl1liG�L ek dSSQCIATaS, CdSC/DB, IDAB+D. RLS 1►.1 � f8 �� , T �� �� � �+ SCANNED MAR 2 r3 X003 � v Q OAKESOIALE AVENUE SW DC I —MAS_E tEt & sI DIMG NO, IIw $ NOTE: SEC . 2 5 T . 2 3 N . R . 4- E . V1/ . MI . c SIGNAL PLAN E ko THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS OAKESDALE AVE. S.W. /S.W. 27TH j3 CF 69 ARE BASED ON: SCALE IN FEET INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 10 5 0 10 20 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. HORIZ. SIGNAL DISPLAYS H ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER S CB TYPE 1 VEHICLE HEADS Z VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS p WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. R RIM = -16.6 VD 3 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APP XIMATE j ! 0 hJV 12" (N, W)= ^ 122 W N WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER Co. ENTRAN j I 1& R 12" 12" �- THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTWW UTILITIES O 3 BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE R ANY AND ALL i 12" D —� <A DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAI E TO EXACTLY 8 ' N y�h Z \ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. j I 7 Y 12" Y 12° ES U) � CL u, � � j 24 23 � 12" G 12" ° _ i W ._ � 6 I � i M Q STA. 14 +48.6 / j 8 UJI (D — 1 % j 8 STA. 15 +44.8 12" Q V1 J (45.82' LT.) 1 -- \ 7 2 (60.90' LT. G N W 22.42 11/61,21/51, � 2 Y 21 A 1 ( 9 62,82 31/81,41/71, \i \ om 8� 6 :I 2 PEDESTRIAN. HEADS W u y 29 — — — — 6„ M P E ! P — —j - -- —_— -� ©rK Trc- —�Trc� r - - -_ TO 6" f rER a HEADS NO. z 1 A 2 N 5 , a O °a I 28,29,48,49 1 F w >1 Z �w I ° ! I J 12" GIP — �- — 68,69,88;89 X ~w ° I i= [42] 44 1 3 - - - - - -b r ✓1 —' I ° 1 ` SIGN LEGEND mE - - -- r r 'E - O a �N e r LIGH G VAULT - -- - �I -- / I I 15 00 1 43 16 +00 OAKESDALE AVE sw 14 +00 t ! � ' — — t! 2 3 — — — 31 T9 �3 81 I �I,' I `� -444ra L[LEFF —_ —' URN ON EN 0 84 R10 -12 i - - - - -' - - - - -- r= \I I 5 2 24 "X30„ a \ I I PHASING SEQUENCE DIAGRAM 2 ! I I 1 � I a � �- 01 01 03 04 _ 1 PL G t TYPE L 11 61 162, � - 4 ' INV 12 "(N) =11.61 ' ALL ` 'NV 24iW,,E) =10.9' I I S �' 7 STA. 15 +.) J� D 8 s 2 -- o I ce Pq 1 1 N ` CD 1 63 64 (S) 05 06 07 08 STA. 14 +58.5 I I 1 I" 1� J56.2' RT.) 4 1 av w -- I 13 VEHICLE MOVEMENT --- ! P PEDESTRIAN MOVEMENT 6 I 14 15 r. ' TXis " MWAD Dt�.t►1NC *# DSptc1's As Douai ' �aavDr ONO SUAVErSD ,�C, Dr JtrMCL w essWMATZS. CAWADS, 113 I I ' ! IDS tits WA s3613 o Z roe. - see -s' ROLL 179 Fm U44 `N W Q N z 0 ! z o Q w 6 A O I /a r3; 7-- 27s`7/E �soM r "KOLL 179 FR N I • i L h IZA ©� ® © MEN ~ -� _ �� ■ ���� �:CC: ■Ifr�� ■11����� ��oc— 1�1 =��_ c3c ,III m © �70C- ,0 F -mac- MIR 0- EDE 0000 �t� -0■ ■1111.- ■ ■ ■■ �[IF3eT. _'.7�l.'■ ■1111.1 [ —� ©C- =® ■1111. ONE - DOME ' ®C ■.1111. X01 ■■n ■ ■■ —� ®C- ■.IIII.�i —C ®C- ■.1111.1 oo� :� F - ®® - m:= �• ®• � . _ X81 ..Ir:i:�;:��:�m ■ � O © �� � ;� II III 1111. ■ ■ ■ ■■ III.I...I.II.�o �1Nt1�IL11111111111 rlrlNrlrlrlLlvrtrlrlrl 111.1.■ ®eeeeaooao aa000aa000a� _ MOM 111121 nnnnnnnnnn nnnnnnnnnnnn 111 11 1111 DD © ■■ ����� : � —roc— -EDO ■o© ■■■■ 01 ■ oo� �Cl C— 0 1. 13 mmo �QQ QQ gip - —�Q— MI: INS: 111..11 ��` 111..11. =� °�= IIII II �� 1 0' —�tG� 171111r11117r1111ir1Yt1 �1rIrItIL111N111111 ®��Q222 nnnnnnnnnnn n nnnnnnnnnn III ■. ■ ■ ■■ .. ■■ IIII r11 ■.1...111...���o = OEM 0 fi m m D :2o�- : o - -;C - - -- ��0 1 ® ���J� CSC �..�© © ® —noC■ D o Ell OAKESDALE AVENUE SW WIRE D DIAGRAM x,. PffASE 10 a, 2 0. (A q La !c 8,4 m �m �© �0 � 1111 No ! m m® .n ■MINE mom© .,, I IM, I_o� PL, • • Lq L) - ., _ � - 1 ■11:�� ■11 ■� -1 ■11.x® .` ®© 1.11 ■ll.�� ■�� ■11.�� 111 ■ ■1 ■11.�� 11...1 ■11.�� ■1.11 ■� - IUD .: ■1.■.;.� - IIITi��O 111 111 IIII ■�� . ■��© \ ■Illrl ■�.�0 ■11111.1■��©©, 1111111 _ omo 11111 ■��� 11111.x.11 —� - 1.111 111 ■.i•�o ■�.1• � 1— 11111 ■� ®e ' rQ ®© ROLL 179 FR 0 - i's 4 - , ' r- SCANNED MAR Z 6 2003 i e V 0 ' J E !� E C O F C s 2 I-- O W N O W ZQ Ea W $, Y� � 31; mM 4 ih w z QN � J I �� pN co w � Q m �V O W n° i o 0 0 3E H 2 W W EL Q. �N \c E \E C C O y a� 6 � O 0 ` SEC.25 T.23N. R.4E. W.M. SCALE IN FEET 20 10 0 20 40 HORIZ, o Q GENERAL NOTES 0 1. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED PER CITY OF RENTON SPEC. WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD PLAN J024 AND J025. 2. ALL DETECTOR LOOPS SHALL BE 6 —FOOT BY 6 —FOOT. LOOPS q ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. 3, JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. 4. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES z SHALL BE SET OUTSIDE CURB RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. x C I °z NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON: INFORMATION PROVIDED BY W &H PACIFIC SURVEY 1997 THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ROLL 179 FR WCESAALE AVENUE SIN *S a 2.1 ow NO. E13 SIGNAL MODIFICATION PLAN sHw OAKESDALE AVE. S.W. /S,W. 20TH 56 of 6 CONDUIT AND WIRING SCHEDULE SIGNAL LEGEND EX. PROP, INTER— rnNNFQT m m TYPE I JUNCTION BOX ® 0 TYPE 11 JUNCTION BOX *— +-- VEHICAL SIGNAL HEAD 4t- 2 —LOOP PAIR VEHICAL HEAD WITH ARROW .« ..� PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICAL PRE— EMPTION DETECTOR —o — 0 TYPE III SIGNAL POLE, MAST ARM AND LUMINAIRE o t SIGN ON MAST ARM ❑ LOOP DETECTOR 80 ® SIGNAL CONTROLLER (29 ® ELECTRICAL SERVICE CABINET 0 POLE NUMBER CONDUIT AND WIRING SCHEDULE CONDUIT #14 TWISTED PAIRS DET 2CS INTER— rnNNFQT REMARKS SIZE I SCHED 1 SAWCUT 2 2 —LOOP PAIR 2 1 SAWCUT 7 7 —LOOP PAIR 3 1 2 40 1 4 EXISnNQI 80 TXIS " R8ICORD mwliyc " DBPICTS " AS BUILT " CONDIJ'IONS SURVBYBD BY JtrJVZL & ASSOCIATAS. CASCADE, IDAI>tO, RLS WA # ZU13 /a13; T 2%s`7' ° SCANNED MAR S 8 2103 r ti A� m l _ Q N a O � z F �t W ti a o ¢ . a 0 v 0 u "s N � � w� = Z Z6 Q- a WV) z� W° Q(M NN Z W �� w 0- a (n a + Lj oN w "� U' N Qtl Z O Z w �? V) a 2 . oN Y c . D o 3 E E a z aw W E �o aE o� aCD m2 Qw � r Nzo % Ll oil OAKESDALE AVE. SW EXTENSION -PHASE 10 & 21 DWG W. SIGNING AND PAVEMENT T1 MARKING PLAN SrfEEr qTA 1 +5n Tn ISTA_ 9 +80 61 OF 69 I I ! o�cv + { Ln_I E C- wi Z� — UI H Q r= STA. 8+ T 35SIGN S1 � -jlD 7 +00 8+00 6 +00 -1 — OAKESDALE AVE. S.W. n i 15' 12' 9+00 12' 15' SIGNING AND PAVEMENT MARKING LEGEND ! SIGNING AND PAVEMENT ! MARKING NOTES Oj DOUBLE YELLOW CENTER LINE - H001 & 0 H007 O LANE LINE - H002 & H007 =+ O3 6" WHITE EDGE OF ROAD LINE O4 TWO -WAY LEFT TURN LANE - H001 Z O5 THERMOPLASTIC STOP LINE - H008 O APPROACH LINE - H002 & H007 7D THERMOPLASTIC CROSSWALK - H012 U E. BO BIKE LANE DIRECTIONAL ARROW - SEE <� DWG. T5 AND THERMOPLASTIC BIKE SYMBOL - CITY OF SEATTLE STANDARD PLAN NO. STANDARD PLANS 8102 & B103. 722 NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS T°47572! OTHERWISE NOTED. ! SIGNING AND PAVEMENT ! MARKING NOTES I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011. TWO-WAY LEFT TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. 1 3. FOR HYDRANT MARKER LOCATIONS, SEE STANDARD PLANS 8102 & B103. +75 T°47572! 0 cX) I� E—� I Z w Ix I I I ! FECOF0 DRAWWG I THIS " RECORD DRAIilNG " DEPICTS AS BUILT " CONDITIONS SURVEYED I BY RINGEL & ASSOCIATES, CASCADE. IDAHO, RLS VA # 23613 ,4 ;3 ; 7_- 2 7-r;'-?l SCANNED MAR 8 6 2003 i N Ih V � w x 0 ' z F � �t W ° ® a �I W 0 C OAKESDALE AVE SW EXTENSION —PHASE 1B & 21 mw N0, g" N SIGNING AND PAVEMENT T2 MARKING PLAN SFrEEEr ~ STA, 9+80 TO STA. 18 +80 62 OF 69 W 8 Vl I = Z o 0 , SIGNING AND PAVEMENT W Z 0 ' MARKING LEGEND Y 00 0 w � Q O °tio c Q DOUBLE YELLOW CENTER LINE - H001 & I + H007 3av <vi� Ztn p)I 2 W 15 I O LANE LINE - H002 & H007 nh� Z M M C) 1 O3 6" WHITE EDGE OF ROAD LINE 3 Q N 0 LLj F- -00 ( 10 +00 1 11 +00 40:1 TAPER 12 +00 13 +00 i2 14 +00 �4 TWO -WAY LEFT TURN LANE - H001 W — I— THERMOPLASTIC STOP LINE - HOd8 J I p — — 1 W Q CV Q Z 40:1 TAPER 7 5.1 TAPER Z O APPROACH LINE - H002 & H007 y¢ W ` (D ( - I 12' 7O THERMOPLASTIC CROSSWALK - H012 OD ¢ Q Z x I x O BIKE LANE DIRECTIONAL ARROW - SEE Q W -� 15' 1 U DWG. T5 AND THERMOPLASTIC BIKE SYMBOL ICU Q cn E_ E'' - CITY OF SEATTLE STANDARD PLAN NO_ 722 a NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 00 �p p � to +15 +05 Ei p a SIGNING AND PAVEMENT C-� �, I ° C-);4 MARKING NOTES �� I I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, �N SEE SIGN SCHEDULE. a� 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW $_ DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011_ TWO -WAY LEFT Qw TURN ARROWS SHALL BE SPACED 250' 0_C. a FOR NUMBER AND LOCATION OF ALL OTHER ° ARROWS, SEE STANDARD PLAN H002. +56 \ �.� 3. FOR HYDRANT MARKER LOCATIONS, SEE I STANDARD PLANS B102 & B103. o s I STA. 15 +67, 40' LT. STA.16 +45, 40' LT. 1 REMOVE SIGN S2A, R1 -1 SIGN S2C STA 17 +52 41' LT. BKE S E SIG 81 40' LT. REMOVE FROM LUMINAIRE REMOVE EXIST. �� SIGN S2D, R3 -8 I I � REMOVE SIGN S2B, R3 -8 ARROWS �3 � � +45 _ REMOVE 242 LF OF LANE II wo, REMOVE EXIST. LINE (0.35 HUND. TYPE I ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST. /-- ARROWS - - - - -- - - - - -- - CD W O 7 cn wa — - - - -- 3 - - - -- - - -- -- - - - -- -- - -- - - -- -- " 5; — - -- + i I SEE DWG T6 FOR 00 u I rC i) o SW 27th DETAILS _ o I6 4 1 1 Ems-+ o E-{ 15 OO ,�-� � 16 +00 17 +00 8+00 ul = 7 1 � m 1— — — — t� — + — +— — + 2' --- 5' 1 11 I� +85 I > REMOVE 303 LF OF 1 i s +66 g 4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 18 +77 42' RT. DOUBLE YELLOW CENTER REMOVE & RESET SIGN i LINE (2.00 HUND. TYPE I S2E: R2 -1 I MA IAND 0.22 HUND. TYPE Ild) - I 43 i THIS "RECORD DRAlY1NG "DEPICTS AS BUILT " CONDITIONS SURVEYED BY RINGEL & ASSOCIATES, CASCADE, IDAHO, RLS WA N 23613 0 7 - 2P_2 z-' SCANNED MAR $ 8 2003 tr ROLL 179 FR 0 =2 n 1n �� � V � o N x Na 0 J� z � 3 a ® a .W] m 0 I I REMOVE 920 LF OF TWO -WAY LEFT TURN LANE '� � '� a (8.43 HUND. TYPE I AND I� U � REMOVE EXIST. 0.77 HUND. TYPE Ild) n t�pnurc SIGNING AND PAVEMENT pN O a C jp O DOUBLE YELLOW CENTER LINE - H001 8c a � � LANE LINE - H002 & H007 a � �` ~ o I O3 6" WHITE EDGE OF ROAD LINE w �' — "1 O4 TWO -WAY LEFT TURN LANE - H001 yUy�� u0 S =eff � G I� I O APPROACH LINE - H002 & H007 m a 11 27 +00 � � I _ � � a — I— ,7., -CITY OF SEATTLE STANDARD PLAN NO. = Z zrn g U I E-� NOTE: NUMBERS IN LEGEND REFER TO � CITY OF RENTON STANDARD PLANS UNLESS o� � � SIGNING AND PAVEMENT Imo_ I I_ W � Z + I I REMOVE 38 LF OF � I a REMOVE 922 LF OF � /� `�j 2. ALL ARROWS TO BE THERMOPLASTIC AND F- � � CENTERED ON LANE.. FOR ARROW U DOUBLE YELLOW CENTER II H008, H010 AND H011. TWO -WAY LEFT TWO -WAY LEFT TURN LANE '•YPE I AND TURN ARROWS SHALL BE SPACED 250' O.C. ;o j j � Q I LINE (0.23 HUND. TYPE I N I I (8.45 HUND. EXIST. Q "moo � AND 0.03 HUND. TYPE Ild) REMOVE EXIST. o + 0.77 HUND. TYPE Ild} REMOVE ARROWS �a„P � N Q ~ ARROWS __ � � �s3� 3�`s 'n �, VI Z 0 J a�oo Nh�l� N,,. � j � p! M � + -- - -- -- -- - -- -- V 5, W � 3 Q � � 3 11' ' �ln' � y.. + � I I _ .2 1 � �__. _ _4. Q N Q � _9 9 +00 20 +00 _4 _ _ 21 +00 22 +00 _ 'p (N a0 r � W a I_ _ _ _ _ _ 2 _ 11' _ hU � a � �- 4 4 a � 3 11' U ao d o. o.- E-+ � I _ , __ _ 5 �,';� N `: O � o� � 3¢ REMOVE 480 LF OF �' W �a � a I 4" EGDE OF ROAD LINE �� m� � I .� m� �E _.. O+N 7 �f C � o� I a� s2 -m � �� a �7 ° �� N _� � °� I I .� � ' � .. �� I I REMOVE 920 LF OF TWO -WAY LEFT TURN LANE '� � '� a (8.43 HUND. TYPE I AND I� U � REMOVE EXIST. 0.77 HUND. TYPE Ild) n t�pnurc �i i Z N ., o � w ,�� rr 0 Z ilQs fy -�7t. - � OAKESDALE AVE. SW EXTENSION —PHASE f B & 2 owG No. SIGNING AND PAVEMENT T3 MARKING PLAN sfrEEr STA. 18 +80 TO STA. 28 +20 63 of 69 I SIGNING AND PAVEMENT a C I I O DOUBLE YELLOW CENTER LINE - H001 8c a � � LANE LINE - H002 & H007 a + � O3 6" WHITE EDGE OF ROAD LINE w �' — "1 O4 TWO -WAY LEFT TURN LANE - H001 23 +00 a 0 � — 1 — _T� I� I O APPROACH LINE - H002 & H007 m a 11 27 +00 O'BIKE LANE DIRECTIONRL ARROW -SEE H _ � � a — I— ,7., -CITY OF SEATTLE STANDARD PLAN NO. — � — U 722 E-� NOTE: NUMBERS IN LEGEND REFER TO � �i i Z N ., o � w ,�� rr 0 Z ilQs fy -�7t. - � OAKESDALE AVE. SW EXTENSION —PHASE f B & 2 owG No. SIGNING AND PAVEMENT T3 MARKING PLAN sfrEEr STA. 18 +80 TO STA. 28 +20 63 of 69 I SIGNING AND PAVEMENT MARKING LEGEND I I O DOUBLE YELLOW CENTER LINE - H001 8c 0 H007 � LANE LINE - H002 & H007 3 I +. � O3 6" WHITE EDGE OF ROAD LINE I� C�2 — "1 O4 TWO -WAY LEFT TURN LANE - H001 23 +00 � E-� O5 THERMOPLASTIC STOP LINE - H008 — 1 — _T� I� I O APPROACH LINE - H002 & H007 I W IZ 7O THERMOPLASTIC CROSSWALK - HOT2 11 27 +00 O'BIKE LANE DIRECTIONRL ARROW -SEE H _ � � DWG. TS AND THERMOPLASTIC BIKE SYMBOL — I— ,7., -CITY OF SEATTLE STANDARD PLAN NO. — � — U 722 E-� NOTE: NUMBERS IN LEGEND REFER TO � CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. � SIGNING AND PAVEMENT Imo_ I I_ IuIARKING NOTES 11' 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, I a SEE SIGN SCHEDULE � /� `�j 2. ALL ARROWS TO BE THERMOPLASTIC AND 11 CENTERED ON LANE.. FOR ARROW U DIMENSIONS, .SEE STANDARD PLANS HG06, H008, H010 AND H011. TWO -WAY LEFT 5' TURN ARROWS SHALL BE SPACED 250' O.C. � Q FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE STANDARD PLAN H002. i 3. FOR HYDRANT MARKER LOCATIONS, SEE I I STANDARD PLANS 8102 & B103. REMOVE EXIST. ARR(1WC ', T- ?7S7 ?3 � I I� � 5' + 3 i--(�) � � 1 1 ' C�2 � 4 I� I I 24 +00 25 +00 26 +00 _ 11 27 +00 28 +00 H _ � � — I — � — — I— � ��I — � — W Imo_ I I_ 11' 4 I a 3 � /� `�j 11 U 5' � Q REMOVE 460 LF OF n" r=rnr- nr onnn i inir t- __® •® e IICWfIV Vf�l1 I I THIS REICORD DRAA'!NC "DEPICTS " AS BUILT °° C�N.DITIONS SURVEYED BY RINGEL � ASSOCIATES, CASCADE, IDAHO, RLS N'A � 23613 /�3; T 2?r723 scAnnet�t�t �b 3� b OAKESDALE AVE. SIN EXTENSION —PHASE 10 & 2 DWG IYO, m SIGNING AND PAVEMENT T4 REMOVE 117 LF OF MARKING PLAN SHEEP W I APPROACH LINE STA. 28 +20 TO STA. 38 +00 64 OF- 69 o � I o8 AND EXIST. D10 HUND. TYPE Ile) ARROW REMOVE 268 LF OF REMOVE 257 LF OF SIGNING AND PAVEMENT QJ I TWO -WAY LEFT TURN LANE DOUBLE YELLOW CENTER , MARKING LEGEND Z rn (2.46 HUND. TYPE I AND LINE (1.54 HUND. TYPE I I `` O N p i 0.22 HUND. TYPE lid) AND 0.17 HUND. TYPE lid) w N c:) I i 1O DOUBLE YELLOW CENTER LINE - H001 & REMOVE EXIST. REMOVE EXIST. / of M ARROWS ARROW 8 +96 \ H007 < O / / I co O LANE LINE - N002 & H007 c -n h p4ap N _ 5' o— I + O 6" WHITE. EDGE OF ROAD LINE + Sou% ~ Z REMOVE EXIST. O TWO -`NAY LEFT TURN LANE - H001 oh`o W � W Q co 11' STOP BAR NhYL� M - - - 3 - _.. - OS THERMOPLASTIC STOP LINE - H008 � N a CV I O + 29 +00 30 +00 31 +00 32 +00 E- 6 APPROACH LINE - H002 & H007 J I p Q O THERMOPLASTIC CROSSWALK - H012 N I N 1 I. p 8 BIKE LANE DIRECTIONAL ARROW - SEE < cn Ad Z Y 1.1, I - THERMOPLASTIC BIKE SYMBOL 9) It STANDARD D PLAN NO. a¢t O 722 0 w - x 3 11' x NOTE: NUMBERS IN LEGEND REFER TO �V Q J I CITY OF RENTON STANDARD PLANS UNLESS a E- 5 OTHERWISE NOTED. z w z SIGNING AND PAVEMENT N 8 Q Q `o E REMOVE 460 LF OF STA. 31+5O 42' RT. z a E- �Q I 4" EDGE OF ROAD LINE REMOVE AND RESET MARKING NOTES SIGN S4A, R2 -1 pa I I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, G m o> ' L SEE SIGN SCHEDULE: J -,E A/ Q �N I 2 CENTERED WONTLANE. THERMOPLASTIC FOR ARROW AND f < `� a �A DIMENSIONS, H008 CH0010 AND H01 STANDARD . ✓O' W'AY LOFT o a� - TURN ARROWS SHALL BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER m2 ARROWS, SEE STANDARD PLAN H002. THIS IUWRD DRAIIING " DEPICTS a AS BUILT " CONDITIONS SURVEYED 3. FOR HYDRANT MARKER LOCATIONS, SEE ° BY RINGEL & ASSOCIATES, CASCADE STANDARD PLANS B102 & B103. IDAHO, RLS WA # 23613 I T127,57,24 I a� mss` I I - - REMOVE 165 LF OF REMOVE 55 LF OF X I 4" EDGE OF ROAD LINE GORE AREA MARKING W REMOVE 165 LF OF I + APPROACH LINE 9 I N +01 .41 REMOVE 550 LF OF +20 +35 014 HUND oa e o / DOUBLE YELLOW CENTER Ile) N — — 1 096 HUND TYPE D I TYP CD �� - -LIN 339-HT3.39- TYPl -7 -- -- - -- - ------ - - - - -- - - - -- 8 _ +29 W g OD - — AND -0 HUND. aYPE-4I - -- - — -- - - - - - -- -- - -- 4 ( I REMOVE EXIS -------I - - ARROW REMOVE EXIST. REMOVE EXIST. REMOVE EXIST - o 4 STOP BAR - ARR{)WS -__ -- O ARROW E- I 33 +00 2 34 +00 1 1 1 •r 35 +00 + co m 1 36 +00 Ico 12= 37 +00 Z i E- REMOVE 83 LF OF - uI 11' DOUBLE YELLOW CENTER W E-, LINE (050 HUND. TYPE I REMOVE Z 5 AND 0.06 HUND. TYPE lid) BIKE SYMBOL a o REMOVE 165 LF OF > 4" EDGE OF ROAD LINE I x I Ey 8 -- REMOVE 355 LF OF REMOVE 100 LF OF +39 REMOVE 100 LF OF 4" EDGE OF ROAD LINE A. APPROACH LINE (0.58 HUND. TYPE I AND GORE AREA MARKING 0.08 HUND. TYPE Ile) a SCANNED MAR 2 8 =3 ROLL 179 FR ft4 L SIGN SCHEDULE SIGN NO. S PANEL SIZE e Y H1 N S1A 117 24 "X30" 24" 30„ 7' NEW SIGNING AND PAVEMENT R2 -1 24 "X30" MARKING LEGEND 30" Z NEW Z O ^ rn Oj DOUBLE YELLOW CENTER LINE - H001 & HN Z H007 2O LANE LINE - H002 & H007 Co^ w Q O3 6" WHITE EDGE OF ROAD LINE 41 Qoa� 3 N Q O4 TWO -WAY LEFT TURN LANE - H001 ry Ny3p 3av "< F-- N t— Z O5 THERMOPLASTIC STOP LINE - H008 2:2 a ��" LJ (� W n M �, 0 APPROACH LINE - H002 & H007 1 30" LLJ Q N O CL O7 THERMOPLASTIC CROSSWALK - H012 S2C w I Q O BIKE LANE DIRECTIONAL ARROW - SEE 30" M DWG. T5 AND THERMOPLASTIC BIKE SYMBOL Q CV - CITY OF SEATTLE STANDARD PLAN NO. 12 "X18" w CD F- N 722 NOTE: NUMBERS IN LEGEND REFER TO 5' Y m Z CITY OF RENTON STANDARD PLANS UNLESS 00 O OTHERWISE NOTED - �� Q N REMOVE & RESET 2 g 1 1 !t DOUBLE YELLOW CENTER I 0- SIGNING AND PAVEMENT R2-1 24 "X30" o o 30" w.= MARKING NOTES iy O 8 OE-¢ F = 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, S5A 4 2, E- a' a SEE SIGN SCHEDULE. 30" 30 2. ALL ARROWS TO BE THERMOPLASTIC AND - REMOVE a CENTERED ON LANE. FOR ARROW O ¢ m E DIMENSIONS, SEE STANDARD PLANS H006, W, -,E H008, H010 AND H011. TWO -WAY LEFT 7�s- tR < -tft) �! TURN ARROWS SHALL BE SPACED 250' O.C. r a oT FOR NUMBER AND LOCATION OF ALL OTHER rl a a� ARROWS, SEE STANDARD PLAN H002. We 3. FOR HYDRANT MARKER LOCATIONS, SEE S6A Qm VARIABLE STANDARD PLANS 8102 & B103. �o REMOVE S6A R1 -1 30'X30" 30" II j REMOVE S66 W1 -8 (RT) 18'X24" 18" 24" I 0.11 - REMOVE - S6C 18 "X18" L SIGN SCHEDULE SIGN NO. MUTCD CODE PANEL SIZE X Y H1 COMMENTS S1A R2 -1 24 "X30" 24" 30„ 7' NEW S1B R2 -1 24 "X30" 24" 30" 7' NEW a a - 38 +00 r V 39 +00 w S2A R1 -1 30 "X30" 30" 30" REMOVE S28 R3 -8 30 "X30" 30" 1 30" REMOVE S2C 1 30 "X30" 30" 1 30" S2D R3 -8 12 "X18" 12" 1 1'8" 5' NEW - BIKE LANE ENDS S2E R2 -1 24 "X30" 24" 30" ( 1 Z i REMOVE 237 LF OF GOREEVAREA MARKING REMOVE & RESET g 1 1 !t DOUBLE YELLOW CENTER I S4A R2-1 24 "X30" 24" 30" REMOVE & RESET 1- 1 �I I S5A R3 -7 30 "X30" 30" 30 - REMOVE S56 R3 -7 30 "X30" 30" 30" REMOVE FROM LUMINAIRE o Z 7�s- tR < -tft) S6A D3 VARIABLE LENGTH REMOVE S6A D3 VARIABLE LENGTH REMOVE S6A R1 -1 30'X30" 30" 30 REMOVE S66 W1 -8 (RT) 18'X24" 18" 24" - REMOVE - S6C 18 "X18" 18" 18" REMOVE S6C W1-6 48 "X24" 48" 24 " REMOVE S6D W1 -8 LT 18 "X24" 12" 24" REMOVE S6E D3 VARIABLE LENGTH - REMOVI S6E D3 VARIABLE LENGTH REMOVE S6F R1 -1 30 "X30" 30° 30" REMOVE S6F R3 -7 30 "X30 30 30" REMOVE FROM LUMINAIRE S6G R3 -7 30 "X30 30 30" REMOVE NOTES: 1- ALL SIGNS NOT MOUNTED ON LUMINAIRES, SHALL HAVE 4 "X4" SINGLE TIMBER POST UNLESS OTHERWISE NOTED. 2. SIGN MOUNTED WIDTHS, HEIGHTS, AND DETAILS SHOWN ON STD. PLANS G008 AND G021. ` LENGTH - V=7' FOR ALL SIGNS. 3. SIGNS SHALL BE PLACED DIRECTLY BEHIND SIDEWALK UNLESS' OTHERWISE NOTED. 4. SIGNS MOUNTED ON SIGNAL POLE MAST ARM ARE SHOWN IN SIGNAL 'PLANS.. STA. 38 +30. 40' LT. OAKESDALE AVE. SW EXTENSION -PHASE 1B & 21 mw NO. SIGNING AND PAVEMENT T5 MARKING PLAN SHEET STA. 38 +00 TO STA. 41+50 65 of 69 2'1 it fi BIKE LANE DIRECTION ARROW I 1 I STA. 39 +40 37' LT. REMOVE FROM LUMINAIRE SIGN S56, R3 -7 REMOVE 218 LF OF LANE LINE (0.32 HUND. TYPE I -J AND 0.05 HUND. TYPE Ile) 40 +00 REMOVE 300 LF OF 4" EDGE OF ROAD LINE ROLL 179 FR `. +45 T,m2*7*57425 IRECORD MAWM THIS " RRCORD DRAIrINC " DEPICTS " AS BUILT " CONDITIONS SURVEYED BY RINCEL & ASSOCIATES, CASCADE, IDAHO, RLS WA # 23613 A-0; T- 27-x7 2 SCANNED MAR 2 8 2003 1 C04 REMOVE EXIST. I c; A ROW 1 REMOVE 36 LF OF u LINE APPROACH _ (n 91 HIIND TYPE-1 AND s 0.03-HUND. TYPE Ile) - a a - 38 +00 r V 39 +00 w a 0 37 +OD 200' RADIUS j 1 2 Eli Z ( 1 Z i REMOVE 237 LF OF GOREEVAREA MARKING g 1 1 !t DOUBLE YELLOW CENTER I w �.... -�f LINE (1.42 HUND. TYPE I AND 0.16 HUND. TYPE lid) i 1- 1 �I I f' o Z 7�s- tR < -tft) OAKESDALE AVE. SW EXTENSION -PHASE 1B & 21 mw NO. SIGNING AND PAVEMENT T5 MARKING PLAN SHEET STA. 38 +00 TO STA. 41+50 65 of 69 2'1 it fi BIKE LANE DIRECTION ARROW I 1 I STA. 39 +40 37' LT. REMOVE FROM LUMINAIRE SIGN S56, R3 -7 REMOVE 218 LF OF LANE LINE (0.32 HUND. TYPE I -J AND 0.05 HUND. TYPE Ile) 40 +00 REMOVE 300 LF OF 4" EDGE OF ROAD LINE ROLL 179 FR `. +45 T,m2*7*57425 IRECORD MAWM THIS " RRCORD DRAIrINC " DEPICTS " AS BUILT " CONDITIONS SURVEYED BY RINCEL & ASSOCIATES, CASCADE, IDAHO, RLS WA # 23613 A-0; T- 27-x7 2 SCANNED MAR 2 8 2003 n Ih � �s v a N 0 � z !� F 'd' i � `' 0 4 a O Y G 8 �° N ({� U __ � ~ o� 9 .. - G S '� i ff O� � w� Z + �O � � �� � Q f- (� � Z N N � r%2 � OO w QN d � QN Z M H N O m __ Z. C.7 Q N a ao oN w z `.� �0 3� �z�- �w r�-i W a' a � � �� mo �E �'N -.° �I o a�j mz �= � 3� o >7 s, � .. _� 4" SOLID WHITE PAINTED EDGE OF ROAD LINE PER MUTCD STANDARDS +21 / � _ 9 +00 �-- — I 8" SOLID WHITE PAINTED APPROACH LINE STRIPE PER MUTCD STANDARDS R1 -1 & D3 9 +90 37.5' RT. SIGN S6B, W1 -8 STA. 9 +94.5, 37.5' RT. / OF ROAD MARKER SIGN ST. STA. 9+98.5, 37.5' RT. SIGN S6D, W1 -8 SIGRiING AND PA!/EIVIENT � � Q iuIARKING LEGEND Oj DOUBLE YELLOW CENTER LINE - H001 & / H007 I ' � O LANE LINE - H002 & H007 \ +71 �3 6" WHITE EDGE OF ROAD LINE +71 I \I O4 TWO -WAY LEFT TURN LANE - H001 II II II II II II II I II II Ily II II II O THERMOPLASTIC STOP LINE - HDDB � � O APPROACH LINE - H002 & H007 / I �� - -,. .THERMOPLASTIC CROSSWALK - H012 REMOVE EXIST. O BIKE LANE DIRECTIONAL ARROW - SEE STOP BAR. DWG. T5 AND THERMOPLASTIC BIKE SYMBOL S.W. ZTTH ST. s - CITY OF SEATTLE STANDARD PLAN NO. _ 722 10 +00 � S88'24'17 "E � NOTE: .NUMBERS IN LEGEND REFER TO - CITY OF RENTON STANDARD PLANS UNLESS �� � � OTHERWISE NOTED. . � - __- �_ ��_ SIGNING AND. PA1/EMENT _ _ MARKING NOTES � ! II ll II L II II II 11 II II II I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE. SIGN SCHEDULE. 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE: FOR ARROW I DIMENSIONS, SEE STANDARD PLANS H006, I H008, H010 AND H011. TWO -WAY LEFT FORNNUMBORSANDALOCATION OFD LL5 OT � R ARROWS, SEE STANDARD PLAN H002. 3. FOR HYDRANT - MARKER LOCATIONS, SEE STANDARD PLANS 6102 & 8103. I I � SW 27TH ST. STA. 10+75, 36' LT. REMOVE SIGN S6E, R1 -1 & D3 I � ! � SW 27TH ST. STA. 10 +88 REMOVE SIGN S6F, R3 -7 R +71 ! o� o I �'•, 1 REMOVE EXIST. g II II II II I N II II Il� ll II II ARROW �- - i a � T- � � � REMOVE EXIST. a STOP BAR. _ . 2T�H ST. = 6 m 0 +00 ° 11 +00 �- � 588'24' 17 "E � _ i 1 z _ o �I li it ll l li ll ll ll ll ll ll I � I � r �. � �I I I I 0 Z 'tlpe�tf0 -��t� /APPROACH LINE (0.58 REMOVE EXIST. HUND. TYPE I AND ARROW 0.08 HUND. TYPE Ile) SW 27TH ST. STA. 1 1 +94 REMOVE SIGN S6G, R3 -7 +71 MOVE 480 LF OF LANE �_ — LI E 0.70 HUND. TYPE 1 +21 - --_ - ---- A (0.10 HUND. TYPE 1 1 C) 12 +00 -T � REMOVE 180 LF OF DOU YELLOW CENTER LINE (1.08 HUND. TYPE I AND 0.12 HUND. TYPE Ilc) ® � r� '® OAKESDALE AVE. SW EXTENSION— Pl-�awE '. � �: 2' t�G NO SIGNING AND PAVEMENT T6 MARKING PLAN sriEEr STA. 38 +00 TO STA. 41 +50 66 of 69 T- ?7S7 ?8 +21 15 +00 THIS "RECORD DRAw'IN6 "DEPICTS " AS BUILT CONDiT10NS SURVEYED BY RINGEL &ASSOCIATES, CASCADE, IDA1Y0, RLS 1iA � R36f3 �-f3,. T- �7s`7 26 SCANN €D MAR � � 3�3 e