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HomeMy WebLinkAboutzT-2091Set3 04 N m 0 0 0 1 rn N �a EQUIPMENT SCHEDULE MANHOLE SCHEDULE FLAG NOTES ( SHEETS E -1. E -2 "E -3 AND E-4-1 SYMBOLS TOP OF MANHOLE DBS _ DIRECTION OF DUCT BANK SLOPE. ITEM NO. DESCRIPTION CIRCUIT NOTES NAME T� ELEVATION EXCLUDING COLLARS PLUMB. 2 EA. 4 INCH RACEWAY TO NEW MANHOLE. INTERCEPT EXISTING DUCT SYSTEM. HV HIGH VOLTAGE FEEDER- 15,000 VOLTS. REMOVE EXISTING PULLBOX S -3. 2 � E LOW VOLTAGE FEEDER -600 VOLTS SL STREET AND SIGN LIGHTING VOLTS 1O LUMINAIRE TYPE Al 1 EXISTING SIGN FEEDER WITH SIGN COMMUNICATION LINE. LOCATE AND PROTECT. _ _ A DUCT BANK. SEE SCHEDULE -600 C COMMUNICATION AND TELEPHONE SERVICE O2 LUMINAIRE TYPE C WITH POLE 1 PULLBOX S -5 A TOP AT ROAD BED GRADE. RACEWAY CONCEALED. SEE SCHEDULE EXISTING SIGN SERVICE TRANSFORMER TO REMAIN. Q3 LUMINAIRE TYPE A2 2 MANHOLE S -3 D TOP AT 1 FOOT BELOW FINISHED GRADE. _4.__ RACEWAY UNDERGROUND. SEE SCHEDULE O LUMINAIRE TYPE MANHOLE S -6 D TOP AT 1 FOOT BELOW ROAD BED GRADE. R::�:_ REMOVE EXISTING H.V. FEEDERS AND PROVIDE NEW H.V. FEEDERS. SEE E4. — - — EXISTING ELECTRICAL UTILITIES B WITH POLE 1 MANHOLE S -7 A TOP AT 1 FOOT BELOW ROAD BED GRADE. � MAINTAIN IN SERVICE UNTIL NEW H.V. FEEDER IS IN SERVICE. REMOVE FEEDER AND O LIGHTING CONTROL PANEL SEE DETAIL 2 MANHOLE S -8 A TOP AT 1 FOOT BELOW FINISH GRADE. RACEWAY AS PART OF TUNNEL CONNECTION. - x - EXISTING ELECTRICAL UTILITIES TO BE REMOVED PROVIDE CONCRETE PAD DRAWING E6 © EXISTING TELEPHONE SERVICE TO HOSPITAL - - - EXISTING NON- ELECTRICAL UTILITIES. SEE OTHER SHEETS 1 O6 19" X 14" X 12" DEEP CONCRETE SEE DETAIL 1 MANHOLE CS -1 C TOP AT 65 TUNNEL UNDER EXISTING UTILITIES FOR DUCT BANK. HAND EXCAVATE TO LOCATE - - - - - - FOR WORK REQUIREMENTS. PULL BOX W/ METAL LID DRAWING E6 UNDERGROUND UTILITIES. 7 Q LUMINAIRE TYPE D WITH POLE 1 MANHOLE CS -2 C TOP AT 1 FOOT BELOW ROAD GRADE. ® RELOCATE AND LOWER EXISTING 30' POLE, LIGHT FIXTURE. REMOVE PULLBOX. NEW NON- ELECTRICAL UTILITIES AS NOTED. SEE OTHER SHEETS FOR WORK REQUIREMENTS EXCEPT WHERE NOTED MANHOLE CS -3 C TOP AT 1 FOOT BELOW FINISHED GRADE. PROVIDE NEW POLEBASE. "PROVIDE... ", "RELOCATE... ", ETC. MANHOLE CS-4 C SAME AS S8. R�::_ TUNNEL UNDER EXISTING UTILITY TRENCH. HAND EXCAVATE ONLY. TUNNEL UNDER EXISTING WALK. WALL PACK LIGHTING FIXTURE. SEE SCHEDULE FOR TYPE. PULLBOX CS -5 A TOP AT ROAD BEND GRADE. a LEE SPECIFICATIONS. MANHOLE CS -6 C TOP AT 1 FOOT BELOW FINISHED GRADE. 11 REPAIR OR REPLACE EXISTING WALK AND HANDRAIL TO PRE - CONSTRUCTION CONDITION. o POLE MOUNTED AREA LIGHTING FIXTURE r{ EXISTING AREA LIGHTING FIXTURE - MAINTAIN IN SERVICE. TELEPHONE CABLE, LOCATE AND PROTECT. EXISTING TELEPHONE PULLBOX. EXISTING AREA LIGHTING FIXTURE TO BE REMOVED OR RELOCATED. 5 EQUIPMENT IDENTIFICATION EXISTING H.V. FEEDER TO SUBSTATION. MANHOLE COLLARS WHERE DUCT BANK IS LOCATED NEAR RETAINING WALLS, VERIFY EXACT EXTENT OF LIGHTING CONTROL PANEL DIAGRAM PROVIDE COLLARS FOR THE HEIGHTS REQUIRED TO SET COVERS AT FINISH ELEVATIC N. TIE BACK ,SYSTEM BEFORE PLACING DUCT BANK. SEE GRADING PLANS AND ELEVATIONS, FOR FINISHED ELEVATIONS. PROTECT EXISTING GROUND MOUNTED FIXTURES. MAINTAIN SIGN IN OPERATION. CIRCUIT BREAKER EXISTING LIGHTED SIGN: RELOCATE TO NEW LOCATION SHOWN. RECONNECT ELECTRIC PC PHOTO CELL SUPPLY. REMOVE RACEWAY AND PULLBOX AT EXISTING LOCATION. ct CONTACTOR COIL EXISTING IRRIGATION LINE, IRRIGATION CONTROL STATIONS AND CONTROL WIRING. NORMALLY OPEN (N.O.) CONTACTS RELOCATE LINE UPWARD AS NECESSARY AT DUCT BANK CROSSING. UTILIZE NEW MATERIALS TO MATCH EXISTING MATERIALS. -;4F NORMALLY CLOSED (N.C.) CONTACTS PROVIDE JUNCTION BOX SURFACE MOUNTED ON INSIDE OF TUNNEL WALL. CORE DRIVE WALL FOR RACEWAY. LOCATE CORE DRILL HOLE BETWEEN REINFORCED STEEL N.V. ONE -LINE DIAGRAM EXISTING CABLE CONDUIT AND WIRE SCHEDULE DUCT BANK SCHEDULE NEW CABLE RUN NO. DESCRIPTION NOTES RUN NO. DUCTS NOTES -_X X x t'sr1NG CABLE TO BE REMOVED O2 4 O 5" PRIMARY SYSTEM j— SPLICE 1� (1 ") 2 #10 + 1 #10 G. O3 8 ® 5" PRIMARY SYSTEM �-CE- ") JUNCTION 2� (1 2 #10 + 1 #10 G. O 2 ® 4" PRIMARY SYSTEM E- A (1 ") 4 X10 + 1 #10 G. O5 6 ® 5" PRIMARY SYSTEM ��— FUSED H.V. SWITCH &4 (1 ") 2 #10 + 1 #10 G. SURFACE MOUNTED O 4 ®4" AND 4 ®5" COMMUNICATION SYSTEM ... POWER TRANSFORMER S (1 -1/4 ") 4 #10 + 1 #10 G. SURFACE MOUNTED �— MO C.T.'S AND POWER METER A (1 ") 4 #10 + 1 $10 G. CONCEALED IN ROADWAY E?� (1 -1/4 ") 4 #10 + 1 #10 G. ABBREVIATIONS R (1 -1/4 ") 4#10 + 1 #10 G. A (1 ") 2 #10 + 1 X10 G. EXTEND EXISTING RACEWAY k CB CIRCUIT BREAKER (OR CATCH BASIN) PULL NEW CONDUCTORS. EXIST. EXISTING ® (1 ") 2 #10 + 1 $10 G. GENERAL NOTES 1. DUCT BANK ELEVATIONS ARE CONTROLLED BY DRAINAGE REQUIREMENTS. FC FOOTCANDLE O1 SEE LIGHTING CONTROL PANEL DUCT BANK WILL TYPICALLY BE DEEPER THAN REQUIRED BY CODE. DIAGRAM ON E -6. G. GROUND [WIRE] 2. ALL DUCT BANKS SHALL BE SLOPPED TO DRAIN TO A MANHOLE OR PULLBOX r WITH A MINIMUM SLOPE OF ONE (1) PERCENT. � 11 io t NTS NOT TO SCALE P POLE PB PULLBOX RGS RIGID GALVANIZED STEEL RECOMMENDED SPEC. SPECIFICATION [SECTION] FOR APPROVAL / BY 4`SAl W/ WITH CITY OF RENTON DEPARTMENT OF PUBLIC WORK' S PAKLI N G ` -�`� SOUTH 43rd STREET G �j jj jjDO if v ENGINEERS �i,\ VALLEY MEDICAL CENTER AND ELECTRICAL SYMBOLS AND SCHEDULES usn.a open" ENGINEERING COMPANY PLANNERS ? b. V DEaIQEa DA BQIS IV� DAIS 3 �*t kL WMW FILE NO: DRAwmc Na E1 7.0� �ts �t��� ' x.mc�""iwaeroaa"ce SEATTLE WASHINGTON .- ��r�AG �A a� °` r4 a�a AR ow+aw scuE NDY 1D srAIE Na REVISION BY er DALE APPROVM sN¢EY No- 89 av 81 Cn . T-69161 SGANIJEG OCT - #160 #� 50 8 2� IX w �L Z I MANHOLE CS -6- G, i _ I Ss -' CS -s F till �� C .8 MANHOLE S7 HV ' �—�� —MANHOLE CS4 J I MANHOLE S8 E /2 LE �--- it C Fi3Ii r . c't -... 7MENDED SEA} SHEET C 6 .,. rOPPDVAL n a�s� CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S PA ILL I N G coNSULTING - �n nDO S SOUTH 43rd STREET SEE SHEET E3 U ENGINEERS VALLEY MEDICAL CENTER AND ELECTRICAL SITE PLAN ENGINEERING COMPANY PLANNERS �� acorn FILE f% SEE SHEET Eli.om. • DETR?fD M BUtS WAW% K KDMM SCAM 11-w BRAVING em acm JJL E O- k/ JCk SEATTLE WASHINGTON ;,� �s pNA� ND REVMM er ar wrE ° sxEEr Na. 70 ff 81 SCANNED OCT - 8119J9 L L I #160 6 09 _ .. A_ 1 EXISTING MANHOLE C -1 —��` ! ! -wr S• J;?1��,`„` , i \�'',\ � "d 6i•ri: �i j� ! f � C` i( ,l EXISTING 6 SIGN C C EXISTING W t f HOSPITAL `.�e{tf 4l1 "V PRIMARY cYf • a' MANHOLE :HOSPITAL BUILDING f \ 7�I /� !/ ��r'\ , J j C^r - t " B TO MANHOLE C-3 { f f 4 . M,pr \c ! UP. n . ° °�a j B !! rj! f f E�ISTING • j HOSPITAL BUILDING y / ..:;..,,.- ��,,,��� f _ „' ` �` 1� .. ,•,��,,,, f "t,,t�� Yi f'i"` ,,,�.}.1 ��"`%' �,;:„: w �'. i � ,,.,.4" 1 � j � E E7 ! -- EXIST. ' ! PRIMARY EXISTING PRIMARY Y ��:. C / t J STEAM SWITCHGEAR FOR /f �' �• - f ` SW FOR ROC EX G C.ifi., S » 1 SEE SHEET E2 r, -TRENCH FOR ROC v MAIN HOSPITAL �� ` y� `\��.. %I TING `' Jt =h � � �tq� BLDG. T1 TRA MER �'~ 4��Y1w..».w ` �.,,,, •:- ``''`\.,,�..:, , - PULLBOX CS -5 MANHts 2 ..... ` f I1J - r - " PULLBOX S t i f EXISTING a. �� v ; 6A yp t �y G �S T2 ,TRANSFORMER HOSPITAL SUBSTATION 0,1:. w" ti .. ,.`� •: • • � /: �l . .. �_`-1.�' � DADA•- -----• ..� ; kv � ,�. O • N �� kk ,�[••�.� WHAREHOUSE & %.. .. kY / f a 1 t ` ` `\ 6 PB DATA PROCESSING $ 1f I L r SEE SHEET E2 Y B, SL !., 6 i MANHOf E . i_._ r>� M $� s.s'3 E PB ANI LE } Q „a;r S IMILER A' 6/ ''.• -"' � �' �.-=' "�� � f/�85�%. SEE S"HEE � EZ , � • .. �1 MANH�]LE.,S 1\ C NH 1 � MACILE -•CS'� Jf111rJ , w HV Dss r� -+�� -� ...w rte., a ",r•'$ - w M ..,, --w ,for." 7 "„r r- �. MANHOLE CS -1 Dpi J- EXISTING SIGN c I w — CIRCUIT PULLBOX /' 1 !j c 5 ! - _ t _ ......, '— - - --�' SS .8 zr P- _ EXISTING MANHOLE 1 a- , _ »r -' -' ° • I -- � I� -t7 EXISTING SIGN (POWER /COMM) PULLBOX . _,»-- ......... »,.&:c:, "' DADA• -•_ Jw in 4 EXISTING PRIMARY HANDHOLE S7 __- N EXISTING COMMUNICATIONS PULLBOX _ HENDEb ti FoRaPPAOVa`nG t L CITY OF RENTON n 10 MANVOLc EP -2 S E SHEET E1 FOR SCHEDULES AND FLAG NOTES. DEPARTMENT OF PUBLIC WORKS 2, NON ELECTRICAL UTILITIES SHOWN ARE FOR GENERAL �^ u REFERENCE ONLY, REFER TO OTHER SHEETS FOR REQUIRED CONSULTING r etc . R. D+l�� SOUTH 43rd STREET PALLING WORK. NOTE THAT NOT ALL UTILITIES ARE SHOWN ON ENGINEERS ,�c g4VASyayc r VALLEY MEDICAL CENTER THIS SHEET. AND ELECTRICAL SITE PLAN ENGINEERING COMPANY PLANNERS 3mum DATE 3/27/% FILE W OUIVN K IfEAEDY cu 1S�F ^' G�c�� DIEND JR UWAN MALD r-w ANVMG w moo. „Y p;; SEATTLE WASHINGTON SS /oNAL EN ,a zaea O6",eaa ND REVM= IY NY DATE SIEEf l6 71 6 81 0- C>,, T- 209/63 SCANNED OCT -81999 24 X:� _ . ". DLL #160 # , i 1 Q n , 75t F, ri CU L .......... . . .......... fill —== ..... . .... ... . Y, .... . ...... .... ..... .. 1307 ROAD SOLTH ti i mic SS. . ... ... ... . ......... . .. . . .... g- R/W —A'Qvy� "J7, 37 7 7- - �i S "\, iU D ........... -YT'-ZTTNr"mr-,nnFjAi m --i I 4 rl Hv :7. q rqL209104 RECOMMENDED FOR APPROVAL CITY OF RENTON r! j 27-PAR7Y--N7 7 PuJBL:' , W2,RKS S7R77' S2!-!T'-' 43r� CONSULTING 1 I a/ S R. DrIN"; ! ," ` ° I �r I )� F-D) ENGINEERS VA VALLEY MEDICAL CENTER AND PLANNERS t CELLECT RICAL SIL* TE PLAN ING' INECRING �0,14PANY I BMW) DA M DATES 3/27/7, FUE r. F.R. CHMKM JR MWCM -4 ls-r 11 SCALES l'-W DRAWING �G, r WASHINGTON I i L SEATTLE L I ND REVISIEW BY v DATE APPROVED: I sKmT ND 72 oF 81 T-2-o9lcy -SCANNED OCT a 1995 ffxw Lm L 10 61 3 V N of uD C I rn rn t` N a 0 r �_l F -i SERVICE (DISCONNECT PRIMARY ISWITCHGEAR 4-- 3I I I L- - - - - -J UTILITY METER BOX #350 MCM UTILITY MANUAL TRANSFER SWITCH I I 150E I I � ( f I I TO UTILITY SOURCE 12,470 VOLT, 3 PHASE SERVICE rilQo -�i -jofrl NEW H.V. JUNCTION I FEEDER CIRCUIT #1 600 AMP NON - LOADBREAK I I 200 AMP Ej ADB AK I I I X�I I REMOVE PULLBOX S -3 FEEDER CIRCUIT NEW H.V. UNCTION 600 AMP' NON -LOA BREAK NEW MANHOLE S -3 NEW PULLBOX S -5 FUTURE H,V. FEEDER TO SOUTH CAMPUS �I 600 AMP L NON- LOADBREAK NEW (3) 350MCM + 350MCM I FEEDER CIRCUIT #1 NEW H.V. JUNCTION, TYPICAL OF 2 L _ 600 AMP NON- LOADBREAK NEW (3) 350MCM + 350MCM FN FEEDER CIRCUIT #2 NEW MANHOLE S -6 PULLBOX S -7 MANHOLE P -1 #4/0 v v v - - - -- Ww v vl -- --I IN IN IN IN I #1 /0 I (NEW H.V. #4/0 I I I 16000 MPNNON- ILOADBREAK f I #1 /0 I I JUNCTION I I I I 600 AMP NQ 2 LOADBREAKI I 1 #1 /0 _ I I I I I KEY INTERLOCK HOSPITAL PRIMARY( INEW H.V. JUNCTION I I MANHOLE NEW H.V.I 1600 AMP NONLOADBREAK I I I JUNCTION 600 AMPI I I I I I NONLOADBREAK I I I I I I I I 1 MANHOLE P -2 FEEDER CIRCUIT #2 TO TO RADIATION MC DONALDS GENERAL NOTES FEEDER CIRCUIT #1 FEEDER CIRCUIT #2 FEEDER CIRCUIT #1 ONCOLOGY SERVICE IN 1. SEE SPECIFICATIONS FOR SPECIAL SCHEDULING REQUIREMENTS. BLDG. MAIN HOSPITAL 2. RELOCATION OF HIGH VOLTAGE SERVICE CONDUCTORS FOR THE HOSPITAL NORTH MUST BE COMPLETED, TESTED AND ON -LINE BEFORE TUNNEL CONSTRUCTION HOSPITAL f , SUBSTATION( ON THE NORTH SIDE OF 43RD ST. CAN BEGIN. THE WORK SHOWN ON THIS SUBSTATION I SHEET IS ON THE CRITICAL PATH (TIME LINE) FOR PROJECT COMPLETION. I I I 3. ALL NEW PRIMARY FEEDERS ARE (3) 350 MCM + 350MCM G. 200 AMP I 1 200 AMP 4 I I LOADBREAK I �- � I LOADBREAK FLAG NOTES: L - -- J 1. REMOVE EXISTING H.V. FEEDERS AND PROVIDE NEW H.V. FEEDERS. I I 2. REMOVE EXISTING H.V. JUNCTIONS AND PROVIDE NEW. 2500 KVA T2500 KVA L-------J 3. PROVIDE STRESS CONE TERMINATIONS. MANHOLE P -3 4_ REMOVE EXISTING LINK IN SWITCHGEAR - BY CUTTING LINK DURING AN TO HOSPITAL MAIN SWITCHBOARD OUTAGE. H.V. ONE -LINE DIAGRAM 150E 1150E 2000 KVA Y -Y TRANSFORMER NOT TO SCALE 12470/7200 - 480/277 VOLT 2000 KVAT T � 6 o TO SUBSTATION SWITCHBOARD "M" RECOMMENDED FOR APPROVAL BY _ _ ` /,t-l/ al CITY OF RENTON CO ; T -ao9 /v S SCANNED OCT - 31995 14 X 001 L #160 #111 11 1 MANHOLE S-1 PULLBOX S -2 - ------ 7 r ------ 7 NEW H.V. dt JUNCTION 600 AMP N FEEDER CIRCUIT #1 LOADBREAKON I i I I I I I "x I I I FEEDER CIRCUIT #2 I I I I NEW H.V. JUNCTION I I 1600 AMP NON- �LOADBREAK, I — L— — ---- - - - - -� r �_l F -i SERVICE (DISCONNECT PRIMARY ISWITCHGEAR 4-- 3I I I L- - - - - -J UTILITY METER BOX #350 MCM UTILITY MANUAL TRANSFER SWITCH I I 150E I I � ( f I I TO UTILITY SOURCE 12,470 VOLT, 3 PHASE SERVICE rilQo -�i -jofrl NEW H.V. JUNCTION I FEEDER CIRCUIT #1 600 AMP NON - LOADBREAK I I 200 AMP Ej ADB AK I I I X�I I REMOVE PULLBOX S -3 FEEDER CIRCUIT NEW H.V. UNCTION 600 AMP' NON -LOA BREAK NEW MANHOLE S -3 NEW PULLBOX S -5 FUTURE H,V. FEEDER TO SOUTH CAMPUS �I 600 AMP L NON- LOADBREAK NEW (3) 350MCM + 350MCM I FEEDER CIRCUIT #1 NEW H.V. JUNCTION, TYPICAL OF 2 L _ 600 AMP NON- LOADBREAK NEW (3) 350MCM + 350MCM FN FEEDER CIRCUIT #2 NEW MANHOLE S -6 PULLBOX S -7 MANHOLE P -1 #4/0 v v v - - - -- Ww v vl -- --I IN IN IN IN I #1 /0 I (NEW H.V. #4/0 I I I 16000 MPNNON- ILOADBREAK f I #1 /0 I I JUNCTION I I I I 600 AMP NQ 2 LOADBREAKI I 1 #1 /0 _ I I I I I KEY INTERLOCK HOSPITAL PRIMARY( INEW H.V. JUNCTION I I MANHOLE NEW H.V.I 1600 AMP NONLOADBREAK I I I JUNCTION 600 AMPI I I I I I NONLOADBREAK I I I I I I I I 1 MANHOLE P -2 FEEDER CIRCUIT #2 TO TO RADIATION MC DONALDS GENERAL NOTES FEEDER CIRCUIT #1 FEEDER CIRCUIT #2 FEEDER CIRCUIT #1 ONCOLOGY SERVICE IN 1. SEE SPECIFICATIONS FOR SPECIAL SCHEDULING REQUIREMENTS. BLDG. MAIN HOSPITAL 2. RELOCATION OF HIGH VOLTAGE SERVICE CONDUCTORS FOR THE HOSPITAL NORTH MUST BE COMPLETED, TESTED AND ON -LINE BEFORE TUNNEL CONSTRUCTION HOSPITAL f , SUBSTATION( ON THE NORTH SIDE OF 43RD ST. CAN BEGIN. THE WORK SHOWN ON THIS SUBSTATION I SHEET IS ON THE CRITICAL PATH (TIME LINE) FOR PROJECT COMPLETION. I I I 3. ALL NEW PRIMARY FEEDERS ARE (3) 350 MCM + 350MCM G. 200 AMP I 1 200 AMP 4 I I LOADBREAK I �- � I LOADBREAK FLAG NOTES: L - -- J 1. REMOVE EXISTING H.V. FEEDERS AND PROVIDE NEW H.V. FEEDERS. I I 2. REMOVE EXISTING H.V. JUNCTIONS AND PROVIDE NEW. 2500 KVA T2500 KVA L-------J 3. PROVIDE STRESS CONE TERMINATIONS. MANHOLE P -3 4_ REMOVE EXISTING LINK IN SWITCHGEAR - BY CUTTING LINK DURING AN TO HOSPITAL MAIN SWITCHBOARD OUTAGE. H.V. ONE -LINE DIAGRAM 150E 1150E 2000 KVA Y -Y TRANSFORMER NOT TO SCALE 12470/7200 - 480/277 VOLT 2000 KVAT T � 6 o TO SUBSTATION SWITCHBOARD "M" RECOMMENDED FOR APPROVAL BY _ _ ` /,t-l/ al CITY OF RENTON CO ; T -ao9 /v S SCANNED OCT - 31995 14 X 001 L #160 #111 11 1 3 m N N a to d of N io 1 rn co N Q m 0 DIMENSIONS AREA LIGHTING A = 0' -2" B = 7' -0" C = 2' -0" DIAMETER POLEBASE DETAIL NOT TO SCALE STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) 1" X 1" CHAMFER TIGHTLY PACKED GROUT UNDER PUCE BASE TO INSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE '1% RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (NUMBER AS REQUIRED) SONOTUBE FORM (REMOVE BEFORE BACKFILL) ANCHOR BOLTS AS FURNISHED WITH POLE USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE #4 REBAR TIES AT 12" O.C. 4 #5 VERTICAL REBAR oaa0 0000000 L 0000000000 oa00o a a0000 o °n ° ° °0 ° °n °0 °00 °D0 °oo °00 5/18" S1EE1. PLATE (GALVANIZED) FINISHED GRADE 00 ° ° ° ° nan 000000000000000000000000 COVER 24" MINIMUM 000000000oo0ooa0000o00000 #5 REBAR 0000ao0000000000000000000 0000o00o0a0a0o00000000000 0ao00000a00000000000000 18" 0o0ooaooaoa00000a0o0a 000000000000o000oao °OOOOOOO°0000°°° °O° MINIMUM #4 REBAR TIES AT 00000000 000000 SIDE LOCK SEPARATION 36" O.C. 0 000000 000 00 0 00 STEEL. FRAME (GALVANIZED) ANCHORED TO UNIT 'a O , O O , O� �.. 0000 00000 4" DUCTS 00000 D0o00 0D000 0000 0000 oa°o° ,�0 O O O 000° °OOOOO ° 2 -1/2" 30o0 i0 0000 aa000 o °o 0000 O O ° MINIMU ° O 00000 .... 5" DUCTS 7-1/2" MINIMUM L ' ULLBOX -- 19 "L X 14 "L X 12 "H E1 E8 NO SCALE NOTES: 1. THE COVER SHALL HAVE 1/16" TO 1/8" CLEARENCE ON EACH EDGE WITHIN THE FRAME AFTER GALVANIZING. 2. THE GROUND ROD SHALL EXTEND A MINIMUM OF 3" ABOVE THE BOTTOM OF THE HANDHOLE A MAXIMUM OF 6 ". 3. HANDHOLE COVERS SHALL HAVE "LIGHTING" ON THEM. 4. CONCRETE 4000 PSI MINIMUM, 1 1/2" THICK MINIMUM. 5. PROVIDE GROUND ROD IN EACH HAND HOLE. rR�- �i -lopl CONNECT TO SIGN CIRCUIT TRANSFORMER LUGS #8 0") SPACES _�. CIRCUIT 1 (NIGHT) C SPARE I CIRCUIT 2 (DAY) (3) 20 AMP 2P CIRCUIT BREAKERS II NEUTRAL BUS Y I ► GROUND CONDUCTOR #8 TO EXISTING GROUND BUS GROUND ROD — — — — — — -L — — — — — — — — — — -- PANELBOARD SECTION CONTROL SECTION 'LIGHTING CONTROL PANEL - 208Yf120 VOLT, 3 PHASE, 4 WIRE E1 E6 NOT TO SCALE COVER NOMINAL CABLE ROUTE (RACK CABLE ON WALL) I FUTURE H.V. SWITCHES \--CABLE JUNCTION TERMINAL MOUNTS L- 7 -1/2" MINIMUM 3 -1/2" COVER MINIMUM 2" COVER AT REBAR MANHOLE S6 & S3 COMMUNICATION PRIMARY NOT TO SCALE DUCT BANK DUCT BANK 40916A NOTES: RECOMMENDED 1. SEE DUCT BANK SCHEDULE ON SHEET E -1 FOR EXACT NUMBER OF DUCTS FOR APPF n \ /41 REQUIRED IN EACH RUN. S PARLI N G jj jjDO( —jj� CONSULTING •p ILJI I�t 1/I IFff) q R� Dli ENGINEERS a�'' p`� e Was,,, N NOMINAL DUCT BANK ° ° ENGINEERING COMPANY PLANNERS ' yPW� i.ieemwmon" NOT TO SCALE SEATTLE WASHINGTON m ,� S�DNAL EN NR REVLttm DUCT BANK CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SOUTH 43rd STREET r VALLEY MEDICAL CENTER ELECTRICAL DETAILS Dmum DA ems DATE: 3/vm FU Na mEOM AR. DURDAN WPM AS SM DRAWM M E DATE RPWI c 9sEr NR 74 CF 81 SCANNED OCT - 3 1995 ER 011ow L. #160 �� 1 �24 3- v m m 0 Lo CO 0 us rn N V m 2 "H x 3/8" RAISED LETTERS ❑ ❑ ❑ 0 0 0 ❑000000❑ 000000000 ❑0000000 00 000000000 00 ELECTRIC 42" 2„ SOLID STEEL----/ t- 4" RIBBING MH. COVER DETAIL NOT TO SCALE FINISHED GRADE 5 MINIM17Z9�4 1/2" NIMU M I, MINIMUM SEPARATION 0000. O COVER ' MINIMUM 2" > 0 C OVER O O ° COVER AT ° TUNNEL WAIL ' REBAR ` 4' DUCTS 5" DUCTS I_ 5' 7 no- h/ . X091 COVER WITH 38"X40= TRAFFIC RATING H 20. LIFTING INSERTS--7 5 /8`DIA. 4 TYP, 2 'C' CHANNELS 24' LONG, BOTH ENDS & 48" LONG BOTH SIDES 8 4-3/4' KNOCKOUTS MIN, ON EA. OF 4 SIDES 7' KNOCKOUT, 2 EA. SIDE •� 1 1® I�I MANHOLE WALL AT 18 INTERVALS, 12" ABOVE MANHOLE FLOOR. 4'-0 TUNNEL SECTION VIEW (;;;VAULT, GROUNDING DETAIL TYPE C MANHOLE DETAIL Ez E7 3/8 "= 1' -0" E7 E7 NOT OT SCALE NOT TO SCALE TYPE D AND TYPE A EXCEPT FOR COVER AND SIZE, MARKER TAPE #5 REBAR - /-- #4 REBAR TIES AT 36" 0.C. 7 -1/2" MINIMUM 7 -1/2" MINIMUM A DUCT BANK SECTION E2 E7 NOT TO SCALE B DUCT BANK SECTION E3 E7 NOT TO SCALE SPA KL I N G CONSULTING ENGINEERS AND ENGINEERING COMPANY PLANNERS SEATTLE WASHINGTON aumcwmiozaem aumsaaxu REOOMMENIDW FOR APPROVAL sd w 0 U ; N�� — 43" 7PADMOUNT FINAL GRADE COVER ® ® SEE H 2 E7 E7 FOR GROUNDING ELEVATION CABLE OPENING - TYPICAL I� ! I I I I i I z i I I I SWITCHGEAR BASE ' I i c I I I 45 "(MIN) PLAN VIEW PRIMARY SWITCHGEAR PAD AND CABIL E4 E7 NOT OT SCALE MATCH EQUI Ct� : FINISHED GRADE -I Ii-1- I w -I I I -I I U DUCT BANK CONCRETE PROTRUDE 3" OF 12" LONG i BOND DUCT GROUND BOLT DIAMETER SHALL CONDUCTOR TO MANHOLE EQUAL EQUIPMENT MANUFACTURER'S RECOMMENDATION. LIGHT FIXTURE i i ill GROUND CONDUCTOR LAMP TYPE A ` - - USING CABLE TAP, (TYPICAL) SURFACE MOUNTED _ RACEWAY ROUTED BETWEEN FIXTURES -- — — — _ -- -- — _ ' GROUND ROD 5/8 X 8' TYPICAL — — — — — _ MANHOLE l I PRECAST MANHOLE „ GROUND ROD �— -------- - - - - -- #2/0 BARE CU. SUPPORT FROM MANHOLE WALL AT 18 INTERVALS, 12" ABOVE MANHOLE FLOOR. 4'-0 TUNNEL SECTION VIEW (;;;VAULT, GROUNDING DETAIL TYPE C MANHOLE DETAIL Ez E7 3/8 "= 1' -0" E7 E7 NOT OT SCALE NOT TO SCALE TYPE D AND TYPE A EXCEPT FOR COVER AND SIZE, MARKER TAPE #5 REBAR - /-- #4 REBAR TIES AT 36" 0.C. 7 -1/2" MINIMUM 7 -1/2" MINIMUM A DUCT BANK SECTION E2 E7 NOT TO SCALE B DUCT BANK SECTION E3 E7 NOT TO SCALE SPA KL I N G CONSULTING ENGINEERS AND ENGINEERING COMPANY PLANNERS SEATTLE WASHINGTON aumcwmiozaem aumsaaxu REOOMMENIDW FOR APPROVAL sd w 0 U ; N�� — 43" 7PADMOUNT FINAL GRADE COVER ® ® SEE H 2 E7 E7 FOR GROUNDING ELEVATION CABLE OPENING - TYPICAL I� ! I I I I i I z i I I I SWITCHGEAR BASE ' I i c I I I 45 "(MIN) PLAN VIEW PRIMARY SWITCHGEAR PAD AND CABIL E4 E7 NOT OT SCALE MATCH EQUI Ct� : FINISHED GRADE -I Ii-1- I w -I I I -I I U I -I L CONCRETE PROTRUDE 3" OF 12" LONG OVER 6" GRAVEL BOLT DIAMETER SHALL #4 0 12" 0•C, EACH WAY EQUAL EQUIPMENT MANUFACTURER'S RECOMMENDATION. T*0*0/07 EXTERIOR EQUIPMENT PAD EI E7 SCALE: 3/8 "= I'-0" CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SOUTH 43rd STREET VALLEY MEDICAL CENTER ELECTRICAL DETAILS DMOM DA, OOM DAIS 31V191 Fe a RR OR/WWk M. KDWWDY o sa m: JR wRCAH SME AS SHOM MAWIND Wa � � RMa WY Wr oA>E APPRa� sw Na 75 w 81 '7-209107 SCANNED OCT - 31995 ,.-.. ..�,._ .: ......:.: .... .:._ ...,..._. _..- ..e,m.._.__ „�......_. „_...__ate._. __.....--- __- - Ra vw L L 16 0 II I ,W STREET NAME - LETTERS: 8 "- SERIES "E" STREET DESIGNATION - LETTERS: 4"- SERIE5 "E" 5" 43RD ST m SEE SIGN SPECIFICATIONS FOR LEGEND AND VARIABLE "X" OIMEN510N. D3 -301 (MOD) STREET NAME SIGN SYSTEM DETECTION 6 - WIRING SCHEDULE - SEE CHANNELIZATION, ILLUMINATION & TELEMETRY PLANS RUN CONDUIT CONDUCTORS NO. � I j BLANK 1 1.5" 4 #12 2 1.5" 6 #12 3 1.5" 3 -21C SHLD. 1.5 "' 4 #8, 2 #4 4 1.5" 8 #12 5 1." 5 1 -2/C SHLD. 6 1.5" (EX) EX 2.2/0 SHLD, (REROUTE INTO NEW TYPE C JUNCTION BOX) 7 1.5" 1 -2/C SHLD. Q A -2 rd QT 1.5" 1 -12PR 1.5" " 2 #8 1.5" 2 -2/C SHLD. 9 EX.1.5" EX.1 -12PR EX. 7.5" EX. 2 #4, 3.2/C SHLD. 10 EX. 3" 3 -5 /C, 3 -3 /C SHLD, 2 412 11 2" 2 -5 1C 12 3" 4 -5 /C, 1 -3 /C SHLD. 2" 2 #8,1 #8 BARE, 3#14 13 3" 4 -5 1C, 1 -3 /0 SHLD, 3 -2/C SHLD. 1.5" 2 #4 SERVICE, 2 #12 2" SPARE 14 2" 1 _5/C 5 3' 4 -51C, 1 -3/C SHLD., 3.2/C SHLD. 1.5' 2 #4 SERVICE, 2 #12 2" 1 -5 /C, 4 -2/C SHLD., EX. 2 -21C SHLD. 2" SPARE 16 1.5" 2 -5 /0 1.5" ' 2 #4 1.5" 1 -12PR 1.5" 2 -2/C SHLD. 17 3" 2.2/C SHLD., 3 -3/0 SHLD, 1 -12PR 3" S -5/C �18 3" 4 -5 /C, 1 -3/C SHLD., 3 -2/C SHLD. 2" 1-5/C. 4 -2/C SHLD., EX. 2 -21C SHLD. 1.5" 2#4 SERVICE 2" SPARE 19 1.5" 1 -2/C SHLD. 1.5" ' 2#4 1.5" 1 -12PR L "k _ m - ---� -- N r -1 1 _ L - -- -_ S. W. 43RD ST -- _ 6 R15 4 13 20 1.5" 3 -2/0 SHLD. 1.5" 2 #4 SERVICE 1.5" 2 #8 ', 3 #14 -, 2 #12 21 2" 4 #8', 2 #4 ", 3 #14', 2 #12 2" SPARE 1.5" 2#4 SERVICE 22 EX.1.5" EX. 2#8 EX.1.5" EX.1 -12PR 23 1.5" 2 #12 CONSTRUCTION NOTES tO REMOVE EXISTING SIGNAL HEAD NO. 6; RELOCATE EXISTING VEHICLE SIGNAL HEAD NO. 7 (FOUR SECTION) TO HEAD LOCATION NO. 6; INSTALL TWO VEHICLE SIGNAL HEADS MOUNTING TYPE "M" AND ONE VEHICLE SIGNAL HEAD MOUNTING TYPE "K ". 2O RE- INSTALL EXISTING GALVANIZED STEEL PEDESTRIAN POLE TYPE "PS ", TWO PEDESTRIAN SIGNAL HEADS MOUNTING TYPE "C "; TWO PEDESTRIAN PUSHBUTTON /SIGN ASSEMBLIES. OINSTALL GALVANIZED STEEL SIGNAL POLE TYPE "III" WITH 35' MAST ARM; THREE VEHICLE SIGNAL HEADS WITH MOUNTING TYPE "L "; TWO PEDESTRIAN SIGNAL HEADS MOUNTING TYPE "A "; TWO TYPE PPB -1 AB PEDESTRIAN PUSHBUTTON /SIGN ASSEMBLIES; POLE MOUNTED TERMINAL BOX; 400 WATT SODIUM VAPOR LUMINAIRE, LAMP AND PHOTOCELL; CONCRETE PAD. 4O RE- INSTALL EXISTING GALVANIZED STEEL PEDESTRIAN POLE TYPE "PS "; ONE PEDESTRIAN SIGNAL HEAD MOUNTING TYPE "D "; ONE PEDESTRIAN PUSHBUTTON /SIGN ASSEMBLY. O5 INSTALL CONCRETE CONTROLLER FOUNDATION; CABINET TYPE "P -1 "; SIGNAL CONTROLLER. 6O INSTALL V X 6' INDUCTION LOOP VEHICLE DETECTORS. OINSTALL TYPE "1" CONCRETE JUNCTION BOX AND CONCRETE PAD. O8 INSTALL TYPE "2" CONCRETE JUNCTION BOX AND CONCRETE PAD. 9O INSTALL EMERGENCY VEHICLE PRE-EMPTION DETECTOR. 10 EQUIPMENT TO BE INSTALLED FOR STREET LIGHTING SYSTEM. SEE CHANNELIZATION, ILLUMINATION &TELEMETRY PLANS FOR LOCATION AND DETAILS. 11 REMOVE EXISTING MODIFIED TYPE "D" ELECTRICAL SERVICE. REMOVE FOUNDATION. 12 RELOCATE EXISTING PEDESTRIAN POLE AND EQUIPMENT PER NOTE 2. REMOVE POLE FOUNDATION AND BACKFILL. 13 RELOCATE PEDESTRIAN POLE AND EQUIPMENT PER NOTE 4. REMOVE POLE FOUNDATION AND BACKFILL. 14 REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE POLE FOUNDATION AND BACKFILL. 15 REMOVE EXISTING CONTROLLER, CABINET AND ASSOCIATED EQUIPMENT. REMOVE CONTROLLER FOUNDATION. 16 REMOVE EXISTING WIRING, ABANDON CONDUITS, REMOVE EXISTING JUNCTION BOX AND BACKFILL. - - � 14 11 -C> 2 .6MUM - W Wwa. e o a3 _© I 20 0 20 40 t =20' suN feet a CONSTRUCTION NOTES CONTINUED 17 INSTALL TYPE "3" CONCRETE I JUNCTION BOX AND CONCRETE PAD. (0 LEGEND O CONSTRUCTION NOTE Q WIRE NOTE O SIGN INSTALLATION NOTE �'�/ EX15T. LOCATION I__f< NEW LOCATION 504 RELOCATION MOTE ® SIGN REMOVAL NOTE Cl EXISTING SIGN AND P05T 0- NEW SIGN AND EXISTMG P05T 0- NEW SIGN AND POST F- MAST ARM MOUNTED SIGN 1 �-O RCLOGATED LIGHT STANDARD p� ILLUINNATEO SIGN 6 15 I I 16 I,�Ji�lll I I 4 21 , 10 10 - 1 0 6 0 N - f co Z J A TBOUN�I SYSTEM � TE TIO , F„ R6 17 SIGNAL PHASING DIAGRAM al .4-- 2 01 � I BLANK X65 1 d- j► 4 BARRIER 03 BLANK BLANK 07 SIGNAL FACE SCHEDULE R O 12 � R . le - R • 12'' .A O /2 A O 122 O 12" G O 12 G (F) IZ" G • 12" G O 12" EXISTING CONVENTIONAL CONVENTIONAL. CONVENTIONAL {.IEAD NOS, MEAD NOS. 3 i 4 jir-AD NO G 5 7 f 8 EX tiEAD NOS. 1$2 ALL NEW OR RELOCATED SIGNAL HEADS SHALL HAVE NEW MOUNTING HARDWARE C T- ' 04 /moo SCANNED OCT - i995 _ 1 � ROLL #160 # 5.,l 1'5,1 24 � 0'4 � I j BLANK X8 740916,9 .... ....... f� WASN�y< ,�j WAS;' -. S ,OPl too` •r A�'� • �< rte' o i TIC "S,A n^/la :P °.n�; •. gF61SiCRE�����,,: ��9 /ONA4 EN, ,���'CIBIEPE�•��,ii . �`%,40NAL ®Y Giir. If FEDESTRIAN MEAD N05. 11,12 CITY OF RENTON EX. HEAD NOS, 10,13.14, /S DEPARTMENT OF PUBLIC WORKS Q A -2 rd QT C T- ' 04 /moo SCANNED OCT - i995 _ 1 � ROLL #160 # 5.,l 1'5,1 24 � 04 PREEMPTION 02 PREEMPTION 01+6 PREEMPTION WB #2 SYSTEM — DETECTION #1 06 #2 LOOP DETECTION #1 04 #2 LOOP DETECTION #1 02 #2 LOOP — DETECTION #1 01 #2 LOOP DETECTION #1 04 PED. HDS. #12,13 06 PED. HDS. #10,11 02 PED. HDS. #14,15 06 SIG. HDS. #3,4 04 SIG. HDS. #6,7,6 02 SIG. HDS. j #1,2 01 SIG. HD. #5 INTER- CONNECT POWER AC AC #3 EB SYSTEM #2 DETECTION #1 EXISTING J -BOX CONTROLLER CABINET 12PR 2 #4 5/C 5/C 2/C SHLD. J -BOX 2/C SHLD. 2 #12 3/C SHLD, 3/C SHLD. 3/ 5�� L� Z r-1 o L UN U W ° L_ o 0 0 J J -BOX rte.i- _ L _ TIQe- IL ♦—t�'I LOOP DETECTION 01 #1 Q H L q w ° 0 0 J -BOX J EXISTING SIGNAL POLE N0. 1 z 0 Ld U W Ic-NM�• -N17 �1 .I�Nn co R K) t: a Immc�oc`oNO��NOI hr,��nO °I o o t' L; J #1 EXISTING FIRE PREEMPTION DET. E. BOUND < 912 `� 915 EXISTING m2 ' FIRE PREEMPTION DET. W. BOUND PED 921 - 7 F— 2 922 I-0 I W 9zs2 m I a. 6 0_ �PVA'ED --- 1 4 J -BOX rn RECOMMENDED FOR APPROVAL 'rOeANSP,, *Pilu's z z xa 0 Lo (c U Ld cFil6�ImEll Tu cD w v1 U N z� rQC� F- N IN N 71 V71 wcx9�L..J J -BOX 400 WATT ­1 1 1 1-11n- 2# 12- 2#4 - 5/C - 5/C - 3/C SHLD 5/C - 5/C - 2/C SHLD 2/C SHLD 2/C SHLD LOOP DETECTION 04 *1 N 9 NN � _ + C6 NNN N 10 a a x zz CS =� a L J �1 P.P.B. 04 1 #2 of #1 ° o RELOCATED PEDESTRIAN 746 POLE N0. 2 747 z PED. HD. # 13 0 04 � MD 41 42 � 45 J J J -BOX J -BOX ILLUMINATION INTERCONNECT J -BOX z 0 Q z m LL(, INTER- CONNECT EX. J -BOX o ° N N. ��� u] I� Z N EX. 2 /C2SHLD. Z 0 U H w ° a 0 _ NS m r, � moo DO rn rn r 2/C SHLD: Z Z a a J -BOX 2/C SHLD o _ a w z Ln 2 #4 w ckf ILLUMIN- a MAST ARM ° ° - ATION YK. Y`C - z o T C x I _ N 0 z m w x #2 SIGNAL SIGNAL RELOCATED SIGNAL a 0 w m I I HD. #8 HD. #7 HD. #6 o e ° 04 04 04 = °o #1 0000�ioo i J J .J J J J =x==xx=�d 00 J x 0 J w =UVxUV- N 641 642 SIGN 17 # 641 642 SIGN 18 # R 641 A642 N u' N m vv) � \ v) 'o u' \ 643 503 643 503 G 643 U U V V U O U N U U n n U N Of 645 ONLY 504 645 ONLY 504 645 NN N NNNN NN M - Q 0] O LOOP DETECTION 01 #2 ' I I- N < x EXISTING FIRE PREEMPTION DET. E. BOUND < 912 `� 915 EXISTING m2 ' FIRE PREEMPTION DET. W. BOUND PED 921 - 7 F— 2 922 I-0 I W 9zs2 m I a. 6 0_ �PVA'ED --- 1 4 J -BOX rn RECOMMENDED FOR APPROVAL 'rOeANSP,, *Pilu's z z xa 0 Lo (c U Ld cFil6�ImEll Tu cD w v1 U N z� rQC� F- N IN N 71 V71 wcx9�L..J J -BOX 400 WATT ­1 1 1 1-11n- 2# 12- 2#4 - 5/C - 5/C - 3/C SHLD 5/C - 5/C - 2/C SHLD 2/C SHLD 2/C SHLD LOOP DETECTION 04 *1 N 9 NN � _ + C6 NNN N 10 a a x zz CS =� a L J �1 P.P.B. 04 1 #2 of #1 ° o RELOCATED PEDESTRIAN 746 POLE N0. 2 747 z PED. HD. # 13 0 04 � MD 41 42 � 45 J J J -BOX J -BOX ILLUMINATION INTERCONNECT J -BOX z 0 Q z m z z 0 O U w #2 NV) w wu° #3 ,1 -BOX zo F Q z U hlS a 0 o :�.�p��oFwgsyyc o %pP'Aawl CITY OF RENTON 761 O DEPARTMENT OF PWBLYC WORKS S I 765 m o ° Z S� *.�F;•.NE6YSffPCC,rd4�"}t ' .�q,.o�s,eP•ri��� : S. 43RD ST. 766 a o = J -BOX •4;S /ONA4 ENS `"r ''. S/ONALEN���.� 767 Lu LOOP DETECTION •••.....•- ••.,�..... SR167 RAMP WIRING SCHEMATIC 04 #2 � DESIGNED S RMH GATE 3 13 91 � �� No RELOCATED DRAM WOE DAP PEDESTRIAN L]Cl ANSPORTATION PLANNING & ENGINEERING, INC. 1 Ganarnl DAP E.S. 12/10/80 CHECKED DHE EMS scAtE TS an�.ua.o TS -2 POLE NO. 4 APPROVED 112TH AVE NE, SUITE 110, BELLEVUE WA 98004 (206)455 -5320 N0. REVISION BY APPR DATE SHEET 7% OP_ L 24 ROLL #160 I #5 16, � N J Z 0 U H w ° a 0 z z 0 O U w #2 NV) w wu° #3 ,1 -BOX zo F Q z U hlS a 0 o :�.�p��oFwgsyyc o %pP'Aawl CITY OF RENTON 761 O DEPARTMENT OF PWBLYC WORKS S I 765 m o ° Z S� *.�F;•.NE6YSffPCC,rd4�"}t ' .�q,.o�s,eP•ri��� : S. 43RD ST. 766 a o = J -BOX •4;S /ONA4 ENS `"r ''. S/ONALEN���.� 767 Lu LOOP DETECTION •••.....•- ••.,�..... SR167 RAMP WIRING SCHEMATIC 04 #2 � DESIGNED S RMH GATE 3 13 91 � �� No RELOCATED DRAM WOE DAP PEDESTRIAN L]Cl ANSPORTATION PLANNING & ENGINEERING, INC. 1 Ganarnl DAP E.S. 12/10/80 CHECKED DHE EMS scAtE TS an�.ua.o TS -2 POLE NO. 4 APPROVED 112TH AVE NE, SUITE 110, BELLEVUE WA 98004 (206)455 -5320 N0. REVISION BY APPR DATE SHEET 7% OP_ L 24 ROLL #160 I #5 16, � 6;, NORTH � v M8 -201 (MOD) SIGN NO. 31 14 1/2" X 16" SHIELD 0.80 X ARROW NO.7 DIMENSIONS 6 "D LETTERS FOR "NORTH" 5 "C LETTERS FOR "167" O ro N F rn W z J x U a C O N S T R U C T I O N N O T E S W I R I N G SC H ED U LE MATL SIZE LENGTH O7 EQUIPMENT TO BE INSTALLED FOR STREET LIGHTING SYSTEM. SEE SEE CHANNELIZ•4TION, ILLUMINATION 17 STREET LIGHTING PLANS FOR LOCATION AND DETAILS. REMOVE ALL WIRING, ABANDON CONDUITS & TELEMETRY PLANS RELOCATE SIGN AND POST AND REMOVE EXISTING JUNCTION BOX. RUN NO. CONDUIT CONDUCTORS 5' 7' RELOCATE SIGN Q7 1.5" 1 -12PR EXISTS SHEET 1.5" • 2 - #8 S I G N A L I Z A T 1 0 N G ENE R A L N 0 T E S A 2" w 2- #9,1#8 BARE 30" 30" STD Q1.5" 1.12PR t. ALL INSTALLATION DESCRIBED ON THE PLAN SHALL BE IN ACCORDANCE 2" • 2 - #8 7' WITH THE SPECIAL PROVISIONS, CITY OF RENTON DETAIL SHEETS, EX. EX. TRUCKS 25 EXISTS WSDOT STANDARD PLANS AND WSDOT STANDARD SPECIFICATIONS (1988 9' RELOCATE SIGN AND POST EX. EX. 4X4 12' 7' EDITION). N 32 RELOCATE SIGN AND POST 2. ALL TRAFFIC SIGNAL EQUIPMENT TO BE REMOVED SHALL BE DELIVERED J 34 x D3.301 (MOD) REMOVE SIGN IN UNDAMAGED CONDITION TO THE RENTON CITY SHOP, 3555 N.E. 2ND STD WOOD 4X4 13' 7' STREET, RENTON, WA. 30" 36" STD 3. LOOP DETECTOR LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO FIELD WELD TENON TO EXISTING MAST ARM. R3-5R (MOD) 41 CONSTRUCTION. 42 D9 -402 4. TRENCHES SHALL BE 12" WIDE X 30" DEEP. EXISTS 7' 20 0 20 40 EC81! feet 77$ -w- =Op / N SIGN NEW SIGN CODE NO. NO. EXIST SIGN LEGEND 1 R3FREEWAY ENTRANCE FREEWAY ENTRANCE DO NOT ENTER ONE WAY R5 -1 HOSPITAL 7 ARROW PLAQUE 8 ROUTE MARKER I R9 NO LEFT TURN 10 R3 -7R 11 R3 -6 (ILLUMINATED) SIGN SPECIFICATIONS LOCATION (STATION NO.) S. 43RD 25 +64, LT S. 43RD 26 +19, LT S. 43RD 26 +43, RT S. 43RD 26 +18, RT S. 43RD 26 +18, RT S. 43RD 27 +75, RT S. 43RD 27 +75, RT S. 43RD 27 +07, LT S. 43RD 27 +02, LT S. 43RD 28 +00, LT S. 43RD 25 +97, LT SIGN SIZE LETTER SIZE POST POST POST CLEARANCE LEGEND AND /OR REMARKS X Y OR CODE MATL SIZE LENGTH V W EX. EX. 17 EXISTS 18 RELOCATE SIGN AND POST EX. EX. R3 -5R (MOD) WOOD 4X4 10' 5' 7' RELOCATE SIGN EX. EX. 21 EXISTS SHEET REMOVE SIGN EX. EX. 6' EXISTS 7' 6' RELOCATE SIGN AND POST 30" 30" STD 25 8' 6' MOUNT ABOVE SIGN #4 EX. EX. 27 EXISTS 7' 9' REMOVE SIGN EX. EX. TRUCKS 25 EXISTS 5' 9' RELOCATE SIGN AND POST EX. EX. 4X4 12' 7' 7' N 32 RELOCATE SIGN AND POST EX. EX. D3 -301 (MOD) J 34 x D3.301 (MOD) REMOVE SIGN 30" 30" STD WOOD 4X4 13' 7' 7' 30" 36" STD 39 R3-5L (ILLUMINATED) FIELD WELD TENON TO EXISTING MAST ARM. 12 R3 -5L (ILLUMINATED) S. 43RD 25 +87 LT 30" 36" STD Q 13 R3 -1 14 R3 -2 R15 NO RIGHT TURN 16 R3-7R 17 R3 -2 18 R1 -1 19 R3 -5R (MOD) SEE CITY OF RENTON STANDARD PLAN 7.3A. 20 DAVIS AVE. S. MOUNTING TYPE "L ". SEE POLE DETAIL 21 S. 43RD ST. SHEET 22 STOP 6' R23 TURN RT ONLY BAND MOUNT TO MAST ARM. SEE POLE R24 NO U -TURN 25 DO NOT BLOCK INT. 26 R3 -7R 27 139.2 28 SPEED LIMIT 35 O 29 TRUCKS 25 O 30 t D3.301 (MOD) M 31 MB -201 (MOD) 4X4 12' 7' 7' N 32 133 -301 (MOD) w 33 z D3 -301 (MOD) J 34 x D3.301 (MOD) v 35 H R3-7R 36 R3.8 (MOD) 37 R3-5L (ILLUMINATED) 38 R3 -6L (ILLUMINATED) 39 R3-5L (ILLUMINATED) 40 R3-5R (MOD) 41 D9 -2 42 D9 -402 43 R3 -7R S. 43RD 25 +43, RT S. 43RD 25 +69, LT S. 43RD 24 +67, RT SR 167(S.)11 +33,LT S. 43RD 30 +96, LT S. 43RD 29 +25, LT S. 43RD 29 +25 LT S. 43RD 29 +84, RT S. 43RD 29 +84, RT S. 43RD 29 +84, RT S. 43RD 29 +76, RT S. 43RD 29 +13, LT S. 43RD 29 +07, LT S. 43RD 30 +20, RT S. 43RD 27 +75, RT S. 43RD 30 +96, LT S. 43RD 30 +96, LT S. 43RD 32 +97, LT S. 43RD 32 +97, LT S. 43RD 33 +09, RT S. 43RD 33 +82,LT S. 43RD 33 +85, RT S. 43RD 32 +80, RT TALBOT 8 +95, LT S. 43RD 33448,LT S. 43RD 33 +54, LT S. 43RD 33 +31, RT S. 43RD 29 +84, RT S. 43RD 30 +70, RT S. 43RD 30 +70, RT S. 43RD 33 +03, LT 24" 24" STD 30" 30" STD EX. EX. 30" 30" STD 30" 30" STD 30" 30" STD 24" 30" STD EX. EX. EX. EX. EX. EX. EX. EX. EX. EX. EX. EX. 30" 30" STD 24" 24" STD EX. EX. EX. EX. 84" 18" SEE DETAIL 60" 38" SEE DETAIL 72" 18" SEE DETAIL 72" 18" SEE DETAIL 84" 18" SEE DETAIL 30" 30" STD 45" 30" STD 30" 36" STD 30" 36" STD 30" 36" STD 24" 30" STD 24" 24" STD 26" 6" STD 30" 30" STD Re FM -M,9wr PINS syed64;"' f-Ci(w.m, 4 -N- 9/ SCANNED OCT - 3 199(� LL #160 #"51 24 X '' SEE CITY OF RENTON STANDARD PLAN 7.3A. MOUNTING TYPE "L ". SEE POLE DETAIL SHEET FIELD WELD TENON TO EXISTING MAST ARM. SEE CITY OF RENTON STANDARD PLAN 7.3A. MOUNTING TYPE "L ". SEE POLE DETAIL SHEET WOOD 4X4 12' 7' 6' BAND MOUNT TO MAST ARM. SEE POLE DETAIL SHEET EXISTS REMOVE SIGN AND POST 7' 7' INSTALL SIGN ON LIGHT STANDARD INSTALL SIGN ON LIGHT STANDARD BELOW SIGN #'S 28 & 29 WOOD 4X4 12' 7' 7' 4.5' 7' MOUNT BELOW SIGN #18 EXISTS RELOCATE SIGN EXISTS RELOCATE SIGN EXISTS RELOCATE SIGN AND POST EXISTS REMOVE SIGN REMOVE SIGN AND POST EXISTS RELOCATE SIGN TO LIGHT STANDARD WOOD 4X4 13' 7' 5' EXISTS 7' 5' RELOCATE SIGN TO LIGHT STANDARD RELOCATE SIGN TO LIGHT STANDARD "TALBOT RD. S." SEE POLE DETAIL SHEET MOUNT OVER FIT. LANE. SEE POLE DETAIL SHEET "S. 43RD ST." SEE POLE DETAIL SHEET "S 43RD ST." SEE POLE DETAIL SHEET "TALBOT RD. S." SEE POLE DETAIL SHEET WOOD 4X4 13' 7' 5' WOOD 4X6 13' 7' 7' LEFT ONLY, THROUGH ONLY, RIGHT ONLY MOUNTING TYPE "L ". SEE POLE DETAIL SHEET MOUNTING TYPE "L ". SEE POLE DETAIL SHEET MOUNTING TYPE "L ". SEE POLE DETAIL SHEET EXISTS MOUNT BELOW SIGN #22 7' 5' 6.5' 5' WOOD 04 7' 5' Re FM -M,9wr PINS syed64;"' f-Ci(w.m, 4 -N- 9/ SCANNED OCT - 3 199(� LL #160 #"51 24 X '' CONSTRUCTION NOTES 36 OINSTALL GALVANIZED STEEL SIGNAL POLE TYPE "III "WITH45'MAST 12 INSTALL CONDUIT INTO EXISTING JUNCTION - BOX - AND,REUSE - - ARM; THREE VEHICLE SIGNAL HEADS: MOUNTING TYPE "L "; TWO EXISTING CONDUIT. REMOVE WIRING AND ABANDON ALL UNUSED PEDESTRIAN .:SIGNAL : HEADS MOUNTING TYPE "E ": TWO EXISTING CONDUIT.. PEDESTRIAN PUSHBUTTONiSIGN ASSEMBLIES, POLE MOUNTED TERMINAL BOX; 400 WATT SODIUM VAPOR LUMINAIRE AND LAMP; 13' REMOVE EXISTING JUNCTION BOX. AND WIRING, . REUSE AND CONCRETE PAD. i : EXTEND EXISTING CONDUITS FOR STREET CROSSING, ABANDON / O2 INSTALL GALVANIZED STEEL SIGNALPOLE TYPE "II "WITH 40'.MAST ALL UNUSED EXISTING CONDUITS., ARM; THREE VEHICLE SIGNAL HEADS MOUNTING TYPE "L "; POLE MOUNTED TERMINAL BOX. 14 REMOVE WIRING AND REUSE EXISTING CONDUIT AND JUNCTION -J OINSTALL GALVANIZED STEELPEDESTRIAN POLE TYPE "PS"; TWO BOX., SPLICE EXISTING LOOP LEAD-IN TO NEW CABLE. . PEDESTRIAN SIGNAL HEADS MOUNTING TYPE-C'; TWO IS REMOVE WIRING AND REUSE EXISTING CONDUIT AND JUNCTION 4• J / PEDESTRIAN PUSH /BUTTON /SIGN ASSEMBLIES. BOX. �^ / OINSTALL VEHICLE SIGNAL HEAD NOS ,.8 AND 9 WITH MOUNTING 16 REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE POLE TYPE "L" VEHICLE SIGNAL HEAD NO 7. WITH MOUNTING TYPE "N "; FOUNDATION AND BACKFILL ONE PEDESTRIAN SIGNAL HEAD MOUNTING TYPE "E"; ONE : Q PEDESTRIAN PUSHBUTTON /SIGN ASSEMBLY, POLE MOUNTED 17 REMOVE TWO.EXISTING PEDESTRIAN "WALK/DON'T WALK" HEADS CID TERMINAL BOX ON EXISTING SIGNAL POLE. AND MODIFY EXISTING TYPE "A" MOUNTING AS REQUIRED FOR � I O INSTALL 10' GALVANIZED STEEL PEDESTRIAN POLE TYPE "I", ONE NOTE, AND PLUG HOLES IN POLE, 4. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS AK,.' / / 1 PEDESTRIAN SIGNAL HEAD MOUNTING TYPE "D ";ONE PEDESTRIAN SIGNAL FACE SCHEDULE PUSHBUTTON /SIGN ASSEMBLY. IB RELOCATE EXISTING CONTROLLER CABINET AND ASSOCIATED t J %, TYPE III SERVICE BREAKER SCHEDULE 6O INSTALL GALVANIZED STEELSIGNAL POLE TYPE "III "WITH35'MAST EQUIPMENT. REMOVE CONTROLLER FOUNDATION AND BACKFILL. 100 A MAIN ARM; THREE VEHICLE SIGNAL HEADS MOUNTING TYPES "L' AND 19 REMOVE EXISTING WIRING AND ABANDON THE CONDUITS AND " " "K "; TWO PEDESTRIAN SIGNAL HEADS MOUNTING TYPE "E ";TWO O JUNCTION BOX. / / 60 A SIGNAL. CIRCUIT R O IZ R O 12 R • 12" R O 12° PEDESTRIAN PUSHBUTTON/SIGN ASSEMBLIES, POLE MOUNTED (y a TERMINAL BOX; 400 WATT SODIUM VAPOR LUMINAIRE AND LAMP, 20 REMOVE EXISTING WIRING, ABANDON CONDUITS, REMOVE 20 / l 20 A FUTURE LIGHTING #1 PEDESTRIAN HEAD NOS. CONCRETE PAD: - - O EXISTING JUNCTION BOX AND BACKFILL 1 I'".7.. l"' �C R - - A © 12'1 A O 12° A O 12' A O 12' 13 14, 15, IG, 17, 18;19 20 O7 INSTALL CONCRETE CONTROLLER FOUNDATION. RE- INSTALL - °� J 7 r 20 A FUTURE LIGHTING #2 > EXISTING SIGNAL CONTROLLER AND CABINET. 21 REMOVE EXISTING VEHICLE SIGNAL HEADS. J _ " ' / 30 A CONTACTORS (2) G �:12° G O 12 G O 12' G O 12" O8 INSTALL 6'X 6' INDUCTION LOOP VEHICLE DETECTORS. 22.. INSTALL 120l240V SINGLE PHASE SERVICE TYPE "III" PER SERVICE / / AND CONTACTOR CABINET DETAILS. SEE BREAKER SCHEDULE. 20 A GFI RECEPTACLE a (2/ O9 INSTALL TYPE "I" CONCRETE JUNCTION. BOX. AND. CONCRETE PAD. Fa 12° IO INSTALL TYPE "2 ".CONCRETE JUNCTION BOX.AND CONCRETE PAD. 23'. INSTALL CONDUIT AND WIRING TO UNDERGROUND POWER VAULT. 7 / t 20 A ILLUMINATED SIGNS CONVENTIONAL CONVENTIONAL HEAD NOS: HEAD N09. O11 INSTALL EMERGENCY PRE - EMPTION VEHICLE DETECTOR. 24, REMOVE EXISTING EMERGENCY PRE-EMPTION VEHICLE 3,6 , J ,12 CONVENTIONAL 1, 2, 5, 7, 8f 10 CONVENTIONAL DETECTOR. 8 a I 8 2 HEAD NO. II HEAD NO.4 RELOCATE TO 3. 43RD 43 , WITH FIBER OPTIC 28 z9 STA. 30 +95.67 LT.' 1 " 38 33 13 14 PROVIDE ALL NEW SIGNAL AND PEDESTRIAN GREEN YELLOW. / 5 2 9 1 12 HEAD MOUNTING HARDWARE.. ARROW SECTION I f,•-�. _ 16 fj S. 43 RD.. ST.j s 1D. 2 ID 3 20 0 20 40 M __I__ — __ — > wale foot lu WE5T6OUND 5 — — '- I 1 Lu M DETECT-- Z'TYB 8 I 13 _ 10 0 9 J C 14 _---•- 1 0 S 'r3 +41.70 5. 49RD.1 I �2 K1 _ 32 5 +98.78 TALBOT +, / N 5 , Z F 1 _J 5 , 19 ❑ Z1 8 S ❑ 3: ® ® 18 1G $9 ' I $ EASTI30UND EM DETECTION � r----- - -^�_— 7 15 5 9 9 20 7 35 4 �. g2 II 19 16 34 ,,w 17 SIGNAL PHASING DIAGRAM -- -- -- 1 WIRING SCHEDULE 12 17 15 4 S.E. CORNER DETAIL SEE CHANNELIZATION, ILLUMINATION 8 TELEMETRY PLANS RUN CONDUIT CONDUCTORS 10 \ f / SCALE: III p 10' p RUN CONDUIT CONDUCTORS ® 17 G m y / 15 I II I '� I I 05 J NO. 1 Q 2 S 1.5/C 2 SHLD. IS ' 8 r 2 I 18 1 21 1 8 y � Q � 2 1.5" 6#12 A 1" 2 #8 , 1#8 BARE. 22 #12 � I 10 12 � $, 43RD 5T. 02 PED 3 1.5" 8#12 3" 1.5" 1 -11 /C, 2 -51C, "/C SHLD, 3.2/C SHLD. 2 #8•, 2 #12 t ' �1- r' _ -- �••• -�� �— L / 15 � Q Y+ �5 4 5 1.5" 1.5" (EX) 1.5" (EX) 12 #12 1 -31C SHLD.,1.2/C SHLD., EX. 1 -6PR EX. 1-6PR 9 Q 3 " 1,5" • 4 -5/C, 6 -21C SHLD, 1 -12PR 2 #8, 1 #8 BARE 29 I "' 7 / 1 4 nt 1 1 1 1V Q� j 66 1.5" (EX) 1.5" (EX) 1 -3/C SHLD., 2.2/C SHLD, EX. 1.6PR EX. 1 -6PR 2 3 "(EX) 1.5 "(EX)' 4 "(EX) 4 -51C, 6 -2/C SHLD., 1.12PR 2 #8 1 -11C, 6 -51C, 2 -3lC SHLD, 9.2/C SHLD, 2 #12 ,D ' 23 8 19 I 16 IG / / / t 17 �G 1 Oo PE_D Q7 ,.5" t.5^ • 1 -2IC SHLD. 2 #6 A\ 1.5 "(EX) W(EX) 1 -12PR, EX. i -6PR 1 -11/C, 2.5/C, 1.3/C SHLD., 3-?IC SHLD r .-r- -- 1- ' L J Li c r 22 ( r Jc 8 �/\ 9 1,5" 11-5: 5 2 -2/C SHLD. 3 -2/C SHLD. 1.5-(EX) EX. 2#8, 2 #12 I I I 19 / 23 / l , 2 #8 © 3" 1.11 /C, 4 -5/C 2-3/C SHLD, 5-21C SHLD. 1 19 1.5" 1.5 ^• , -12PR 2 #8 ® 3" 3" 1.5" 3" 1 -11/0, 45/C, t -3 /C SHLD, 5 -2/C SHLD. 4.51C, 2.3/C SHLD., 5 -PJC SHLD, 2 #12 1.12PR, EX. 1.6PR 1 -11 /C, 4 -5/C, 2 -3lC SHLD, 5.2/C SHLD. 1 ' I I— "1— R r ' � � p M• J�,Q•\.. " „wA ", < <. . , ,�0 Sy % ••••H,Fw� °� ; PJ CF •. • O '!' i, 1,5” 1.5" 1 -12PR 3.21C SHLD. W 3" 1.11/C, 4 -5/C, 1 -3 /C SHLD, 5.21C SHLD. 1 4 -51C, 2.3/C SHLD, 5 -21C SHLD. JI L J S I I$ 7'•�N�!dI orNS X 4e • A t+ • s 1.5" • 2#8 3" 3 -2/C SHLD., 1 -12PR, EX. 1.6PR 10 �nRl'a° Q3" 4.5/C 1,5" 2 #4 SERVICE �,�f,•�,'fos'Iiwk�,�.I�": •h•4O •• ••••.,,,���••• 3” 2" 2 #8, 1 #8 BARE 1 -1 VC, 1.3/C SHLD, 2 #12 - 2 6 1.5" (EX) 1.5" (EX) 1-3/C SHLD. 1.2/C SHLD. ...." I „„• 24 I TAL6oT RD. 5 +25, 26' RT. 3-(EX) -51C 35/C, 2 -31C SHLD., 2#8 •, 1#8 BARE' 8 1s" 18 #12 I I 1 l (""' --•1Ca ""----1k 0 2" 1.5" 3#2 POWER 2 #12 ! 2 25 I �FETRANSPORTATION PLANNING & ENGINEERING, INC. I rG 2101 112th AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206)455-5320 I NO, REVISION BY IAPPR. I DATE 5 02 t--- IN 06 2� B BARRIER 03 3) ? � BLANK 07 %4 �7 BLANK X8 4 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S. 43"' ST TALBOT RD. S. SIGNALIZATION DESIGNED 5 R H DAr• 3 -13 -91 FILE NO.-_ - DRAWN / p CHEC EoDHE /EMS. SCALE 1' -20 DRAWINr N(I APPROVED 5HEET- .,_79- -81- 7- z0 y/O SCANNED OCT - 369,b ILL x#16® # i il1 24 INTER- CONNECT ILLUMIN- ATION J -BOX #3 z 0 L) U ° #2 z `'' �° 0:�E M r uj #1 3 cn ILLUMINATION LOOP DET. 04 �0 0 0 0 0 g0 m fw-U ]_ ~ (777� SIGNAL �rd rg �� +� +� w }w POLE N0, 2 Inw ew sw Nw �w nw ° w w �w �w ° Y MAST ARM SIG. SIG. SIG. HD. # 12 L� 633 HD. 11 HD. 10 03 504 `' 504 ry 03 03 631 ILLUMINATION ONLY 503 503 631 R 631 R 632 SIGN #45 SIGN #46 632 A 632 A �0 0 0 0 0 g0 m fw-U ]_ ~ (777� SIGNAL �rd rg �� +� +� w }w POLE N0, 2 Inw ew sw Nw �w nw ° w w �w �w ° Y U L L� 633 633 G 633 G ILLUMINATION #3 #2 #1 635 634 635 [OF 635 FIRE PRE- EMPTION DET. W. BOUND J -BOX FIRE PRE - EMPTION EXISTING J -BOX E92 2 IM �n ,n ,n �-NMin N N N N DET. N. BOUND 5 `o `D D `D `D `D 5 /C EXISTING 2/C SHLD. SUPPORT 2/C SHLD. POLE 2/C SHLD. I U 12PR 5/C w z ° Ns N N 2/C SHLD. N N N N N m 5/� ILLUMINATION w _ o a 2 g EXISTING J -BOXES z z z 2/C SHLD. -� -, —� W = 2/C SHLD. � 721. � ' 0 z 722 725 N x i7 u� m � DI �N N N o � N � N N r` m n I� 727 731 0 .- u FIRE PRE- EMPTION DET. W. BOUND 921 �� N #1 #2 � #3 Ld N o = ¢¢ ° 732 =E; 922 I w 1 1 N ow 737 PED. POLE N0. 3� m m m 925 o ° w I FIRE PRE - EMPTION DET. a L� LJ N NNE n E. BOUND o0 0 �'�� °0000 °o In ° g' NNNN �.aU JJ J _j _j J' JJJJ_J _ �Cp cp cD °� UUU'==lrUU2UCG222U22222- PED. HD. 18 911 \ \\ a \\ \ LOOP DET. 05 0 =EY N� n In !n N CL In In m \(nWNNN 03 Dmrolo 912 LomLo mu n n� N c� °mmm Uv ooi� c�o000 14 N I 915 \\ \ \ \\ \ \ \\\ 0 HAND 731 11 NN N NNN MNNNn #1 Fw- MAN 732 i� w ° a 735 �� a 0 I P.P.B. 03 ° 0 02P < 2 o NM n o _ 'o Lo m P.P.B. 03 1 �I�n MI �5 DD OO OD I 737 EXISTING #2 N m LOOP DET. 01 736 la e� J_-BOX J -BOX v}i w N 737 6 PJ6P�� PED. HD. #17 0 3 J J -BOX P.P.B. 04 HAND 731 Of s 747 O 3 a I MAN 732 r 735 o PED. HD. # 14 0 a a 4 04 =� x2 0 HAND 741 a ^ Lo ^ a MAN 742 q#2 #1 745 J -BOX .4—A — r SIG. HD. # 4A ILLUMIN- 04 ATION 641 R 400 WATT 642 A S.V. LUMINAIRE FIBER — G OPTIC 64 SECTION 613 J -BOX HD. #4B 01 506 SIGNAL POLE NO. 6 'c I, 7Ro - QI � i09j — 5/C - -5/C- 3/C SHLD. — 11 /C - - 2#12— — 2 #8 — 2/C SHLD. 2/C SHLD. 2/C SHLD. V) a PED. POLE NO. 5 SIG. SIGN #39 SIG. HD. #5 506 HD. #6 04 ONLY 505 04 641 R F671-0— f 642 A 642 A 643 G 643 O 645 645 ♦ I EXISTING n SIGNAL POLE zz ° zo 0 ILn wF- 0 ^� cr [Lm �a a u u Flmrnrn Llj Of xl 0 m) I 7M U � Z LL X I EXISTING S.V. LUMINAIRE LOOnDET .of„.AS� •� ��°FwSy A q a .......... ;,.�� .�'f/ . 1 TRANSPORTATION PLANNING & ENGINEERING, INC. G 2101 112TH AVE NE, SUITE 110, BELLEVUE WA 98004 (206)455 -5320 CONTROLLER CABINET 863 864#2 06 862 LOOP 861 #1 DETECTION 852 05 LOOP 851 DETECTION 846 # 3 845 04 843 #2 LOOP 842 #1 DETECTION 841 836 # 3 835 03 833 #2 LOOP 832 # DETECTION 831 1 826 #3 825 a2 823 #2 LOOP 822 1 DETECTION 821 # 812 01 LOOP 811 DETECTION 767 765 06 PED. HDS. 762 #15, 16 761 747 746.04 PED. HDS. 745 #13, 14 742 741 -__ 737 735 03 r ED. HDS. 732 117, 18 731 727 725 02 PED. HDS. 722 #19, 20 721 663 06 SIG. HDS. 662 # 7,8 661 655 653 05 SIG. HDt. 652 #3 651 _ 645 643 04 SIG. HDS. 642 #4A,5, 6, 641 635 633 03 SIG, HDS. 632 #10, 11, 12 631 625 - 623 02 SIG. HDS. 622 #1, 2 621 615 613 01 SIG. HDS. 612 #9,4B 515 527 INTER - 514 526 CONNECT 513 525 512 524 511 523 510 522 502 C- POWER CITY OF RENTON RECOMMENDED DEPARTMENT OF PUSLTO WORKS FOR APPROVAL TO SERVICE TEA "`cam s S. 43RD ST. BY f * -� vi TALBOT RD. S. WIRING SCHEMATIC DESIGNED EMS RMH 3 13 91_ WOE DAP DATE FILE NO DRAWN CHECKED DHE EMS SCALE NTS DRAMNO NO._TS - -5 REVISION BY APPR. DATE APPROVED RHEET 80 .OF.BI- ca; SCANNED OCT -� i5tl6 ®owLL #160 1 d � 24 TYPICAL EI cr yv" FIELD LOCATION SIGNAL ARM �Q� BY THE ENGINEER PRIOR TO FABRICATION. ATTACHMENT POINT a LURM(AIRE d. Pre -Empt Detector FOUNDATION ALL HANDHOLES - Oo- - - + ISO* a e. Pre -Empt Indicator Q AT 1800 STATION h LT. POLE ORIENTATION ANGLE (P.O.A.) Qy4 Al r DEGREES CLOCKWISE 2700 B2 FROM OFFSET LINE B4 h. Pedestrian Push Button Assembly TO 00 POINT BASE PLATE Be B9 /LOCATION BII STATION fa R04pW B4 83 POLE ORIENTATION AND ATTACHMENT POINT DETAIL B9 PLAN VIEW T C Y C_ Ih h I ,. 7 TYPE PS PED. HEAD STANDARD POLE I D D LEGEND I a. Vehicle Signal Head b. Most Arm Mounted Sign ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED STD. N0. FIELD LOCATION TYPE c. Street Name Sign BY THE ENGINEER PRIOR TO FABRICATION. DATA LURM(AIRE d. Pre -Empt Detector FOUNDATION FOUNDATION AIL OFFSET DISTANCES (ft.) (Z) (POLE TO ATTACHMENT POINT) WINDLOAD AREAS (ft.? (X m a e. Pre -Empt Indicator Q REFERENCE STATION I . Pedestrian Signal Head LT. RT. P.O.A. Al g. Cabinet BI B2 B3 B4 h. Pedestrian Push Button Assembly Be 87 Be B9 BIO BII I. Handhole fa B3 B4 83 B5 d B9 B8 X811 C El j. Luminalre D B2 G H 84 1 22 B6 e TOTAL (ft')3 SR 16'7 RAMP - b _ _ - a b 2 B7 B9 BII c - - - - - - - - - -- - -- a b 2 810 1I 1 ---- - - a b 2 E E EX. 6X. ✓ - - - - - - - I F F 140 NOTES 1 27 I i s 2 a lO Mounting tenons installed by fabricator 5 9,2 7,S at offset distance indicated in chart. I 7.5- , 835 0 Field installed. 27a GO _ 225 - 225 Q See Special Provisions EX. I G f f G I I I 2 go- VERTICAL CLEARANCE 24 19 MINIMUM: 16'-6° H H 9.2 6.3 MAXIMUM 19'-0" 9.2 0 � I t. LIMITS OF VERTICAL CLEARANCE REQUIREMENT h h �I g - 1 � $ p nI I n a) ROADWAY IMIN. IN �a 40 ✓ O CURB OR EDGE OF SHOULDER T"6 ?0910( SIGNAL STANDARD DETAIL CHART STD. N0. FIELD LOCATION TYPE MOUNTING HEIGHT(ft) SIGNAL MAST ARM DATA LURM(AIRE POLE ATTACHMENT POINT ANGLES (deg.) FOUNDATION FOUNDATION AIL OFFSET DISTANCES (ft.) (Z) (POLE TO ATTACHMENT POINT) WINDLOAD AREAS (ft.? (X m (X)(Y)(Z) REFERENCE STATION OFFSET (ft.) LT. RT. P.O.A. Al A2 BI B2 B3 B4 B5 Be 87 Be B9 BIO BII BI B2 B3 B4 B6 B7 B9 BIO X811 C El E2 D F G H II 1 22 3'R 4 Rd. TOTAL (ft')3 SR 16'7 RAMP Sq. 40 EX. 6X. ✓ 0 Ex 140 30 1 27 zh 20 IT 5 9,2 7,S 9.2 7.5- 835 5 27a GO _ 225 - 225 0 EX. r EX• go- 9, 24 19 9.2 6.3 9.2 621 O Ec 2 5. 4980 2G +12 - 40 ✓ O EX. PS WSDOT J-7A 9 5.49RD 26 +2.2 2-8 ✓ O M 19 40 95 2S 15 9.2 9.2 9.2 690 _ 8 O O 195 195 0 270 10 7 W5DOT J -7C Eyot 5 43RD 25}82 36 ✓ O EX. P5 WSDOT J -7A ae TAL(30T RP. S. Ex.4 EX. EX- ✓ O 40 40 ?-4- _+O 13 38 .5 9.2 9,2 9.2 10.5 7o1 O O 135 135 0 EX. E:X. ID 5.49RD 32 +94• 50 ✓ 0 IIL 19 40 45 97 2G 19 5 9.'2 9.2 9.2 15 ' 10.5 1271 8 0 O 155 195 O 270 12 10 COR 5D O2 5.43RD 93 +5G 69 ✓ Via, z 19 40 37 33 35 50 19 4 9.2 6.3 G.3 II.G 9.2 9 1366 O 135 12 10 GOR SD Q 5. 49RD 35 +95 50 O P5 Q5 5. 49RD 33 +71 49 ✓ O r O 90 W5DOT J-7A O WSDOT J -7A 6 .43RD 99 +00 5,$ ✓ 93 III /9 40 55 30 27 20 3 3 8.5 9.2. G.3 9.2 6.3 g 790 g _ O O 270 195 155 O 270 I O 7 WSDOT J -7c OPTICOM -.,----MODEL 205 OR APPROVED 74' PIPE NIPPLE EQUAL ;T- - - - - ?i WITH LOCKNUT I `v!_---- �,L - - -_ DRILL & TAP MAST 0•-•1 - •{-I -3 ARM OR POLE SHAFT 5,.,M ARM Mou " "NT"s NOTE* SIGN To BE MOUNT 150 LEVEL AFTER ALL SIGNAL EQUIPMENT IS INSTALLED ON MAST ARM MASTARM STREET NAME SIGN MOUNTING DETAIL PRE -EMPT DETECTOR DETAIL rRe- W_�o9� APPLICADLE FOUNDATION DESIGNS: W5DOT 5TD, PLAN J--7A NSD07 5TD. 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A\ 18 Ii 6 in r /o `\" � r` � _ �.T t', %, \ \ rlt it 1 J ( If \f 4 r ff EXISTING _T, 7, r t_ r r j /j` ANHOLE C -2 \.` \ at c �t r i t .NTH. 1. SEE SHEET E.I FOR- SCHEDULES AND FLAG NOTES. `^ Hospital Building I 2. NON- ELECTRICAL UTILITIES SHOWN ARE FOR GENERAL REFERENCE ONLY. REFER TO OTHER SHEETS FOR REQUIRED WORK. NOTE THAT NOT % 'c Ir ALL UTILITIES ARE SHOWN ON THIS- $HEET. ff 311r CITY OF RENTON ' fir"'- / ,; �6JG�AS A.BO°••• DEPARTMENT OF PUBLIC WORK 3rd S r S. 4 T. L. I.D. 32� �,� a ELECTRICAL SITE PLAN -NOR •••'FSStONAI E�(\ DESIGNED DAT FILE NO_ ,.`e ssNa��• DRA ROLL 161 0 02 ew�.._� NO. REVISION - BY APPR. DATE APPROVE° SHEET �':� c� to . -`_ _ . SCANNED DEC 101M m H o e o � z o €1 A i\ A I FUTURE H.V. FEEDER TO SOUTH CAMPUS NEW (3) #4/0 + #4/0 G. 600 AMP NON- LOADBREAK I NEW (3) #4/0 + #4/0 G. NEW 13 /n p I FEEDER CIRCUIT #1 L NEW H.V. 1,11UNCTION, TYPICAL OF 2 600 AMP NEW (3) #I /0 + #1 /0 G. " NON- LOADBREAK NEW (3) #4/0 + #4/0 G. FEEDER CIRCUIT #2 NEW PULLBOX S-5 NEW MANHOLE S-6 MANHOLE S -1 PULLBOX S -2 PULLBOX S-7 MANHOLE P -1 - - - - -- 1- - - - - -� -1 #4/0 - - -- — -- —� #4 /p ! FEEDER CIRCUIT #1 I I I I I 200 AMP I I 200 AMP I� I I I LOADBREAK + I I I #1 /0 LDA^v°aREAK i k I I I #4/0 I I #4 /0 I I I I I I I I I FEEDER CIRCUIT #2 I I I I ( I I 1200 AMP I I I I I #1 /0 I I I LOADBREAK I I 1 I x x I i I I I I I I I I I I I '-- -- —� - - -- -- 1 - - - - -- I ! PULLBOX S -3 L— -- --J ' ill /p #4/0 #1 /0 #4/O I I I I M I 150 KVA I I I I I I I ! L- - - - - -- TO RADIATION ONCOLOGY CENTER L— -- — �-- -- —� UTILITY METER BOX MANHOLE P -2 #350 MCM UT I L I TY MANUAL TRANSFER SWITCH I I I 150E I I I I � I i i dy209t y LOADBREAK I 1 200 AMP - -• � � I I LO,i18REAK 2500 KVAT T2500 KVA �— -- —J MANHOLE P -3 TO HOSPITAL MAIN SWITCHBOARD lSOE 1150E 2000 KVA Y —Y TRANSFORMER ZVI v ^ T 12470/7200 - 480/277 VOLT 2000 KVA i TO UTILITY SOURCE TO SUBSTATION SWITCHBOARD "M° 12.470 VOLT, 3 PHASE SERVCE H. V. ONE-LINE DIAGRAM NOT TO SCALE ROLL 161 0 0 3 CITY OF RENTON .... DEPARTMENT OF PUBLIC WORKS JG� pS A op 00 oFWA�ti•.ps S. 43rd ST. L. LD. 329 y , H.V. ONE -LINE DIAGRAM s s clsrtR� a�� % _ i DESIGNED OAR DATE FILE N4. DRAWL -----DM • �,fOMAO ENr diECKED JRD SCALE FIELD BOOK—PAGE FAO. REVISION BY APPR. DATE APPROVED mexmx �..aw .u� SHEET— E- 4_OF_5 C o ; T- z d 9/ /o SCANNED DEC 101999 P m r2 a N y O k Q