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HomeMy WebLinkAboutzT-3243SetIJ M qRT M C ^' TEO V) y 0 o �o i J N I. I; I Ilo I I I H Ems+ a � a o� k v� a Z a 0 0 A �jwmn, 'v m rn C i c � � o a w � Q o N ]IN31 �tttt� °° Northeast box 2' retaining wall Flow line of extruded curb Ex SANITARY SEWER MANHOLE RIM 435.33 8" PVC IE 421 19 N 0 Z STREET SIGHT GENERAL NOTES: r OF- 1 ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND S�A / SPECIFICATIONS � \ ' �� ' „ AND THESE PLANS. V VeS N00 05 32 E 639.88 Redmond Ave ± _ -�-- __ , I ,, 90.0 \ 80.0 50� � 50.0' 2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE Northeast EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. a 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS EXCEPT WHERE NOTED. ALL Q 30 MATERIALS SHALL BE NEW AND OF THE PEST AVAILABLE GRADE OR QUALITY. z I � � I � 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. I� A ST 1+60, 23.5 LT LUMINAIRE AND POLE �2 ,°n i1 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOUR M l U I (SEE SCHEDULE THIS SHT.)j COORDINATE THE WORK WITH T S BEFORE COMMENCING WORK AND SHALL � HE UTILITIES THROUGHOUT THE PROJECT. TA T I 90.0' i p 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE r. I N ITV CONTRACTOR SHALL NOTIFY THE AFFECTED P UTILITY COMPANY AND THE CITY IMMEDIATELY UPON Power box � II I I R A • -i-� NOTES o, � DAMAGE. � u I � Q) 60.0 I rn / \ I 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR TYPE II ,}UNCTION BOX �' � - -"""` INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE INSPECTOR. P aW e ° g°�e $. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE o f I o ' NOTED. 20.0 \ E GE OF 30% I (10 3' PUBLIC EASEMENY / 0 S OPE 9. ALL CONDUIT COVER SHALL BE 24 INCHES. -911 I \ cv Water CD U, i s NOTES meter 8 I 90.0' Water meter .-4_.., INSTALL SERVICE CAB!NE ► c°o I a II I I I I^ Sri ►BINET NUMBERS. SERti:C- ..Q 0 CABLES 3 2's AND CONDUIT STA 1-- 54, 21.5' LT 2 0 (2 SCH. 80 SHALL CONNE --- ._ _. -- - -- -- ( ) C-- LUMINAIRE AND POLE//#,3 � \ R45. 0 4 TO P. Sl.r. �- FROM SERVICE\CABINET TO / SEE SCHEDU! F THIS' SuT. R50.50 s NOTES \ TR NSA R ER NEAREST P.S.E. POWER SOURCE..- �- 2 +-� 40..E LT �`-- � SEE NOTES I LUMINAIRE AND POL"4 a n I NOTES (SEE SCHEDULE THIS SHT.) J \ 9EE !vo s 3 PUBLIC EASEMENT SEE NOTES STA 2 +50, 26.0 LT I 1 I V) LUMINAIRE AND POLE #1 I � + •t / -•� W/ PHOTOCELL (SEE SCHEDULE THIS SHT.) B -- � � 3 PUBLIC EASEMENT � I TYP JUNCTION ONS II I �- I 5 s �� s - s s s s i \ I + p 2+ � 2 +50 3 +00 N W -I- 15' DRAINAGE EASEMENT I I Queen"�A+Venue Northeast I W\ W W W W W W I + ICI '1 43' 430 --.- S00 07 43 "W 315-02 Water I Power I I X-1 ST. HOUSE 1 O / 1 meter cn pole I O ,n T i � STREET LIGHTING 3Q _ o -� o � \ ► r J B)g� N I O -o o CJB V I I _LUMINAIRE SCHEDULE p C7 �---11I �, I ' POLE POLE PO - 'POLE MOUNTING ARM CIRCUIT C0�11vIEQlT$ -- "B" � =� I -.� TRACT I I Water N0. I. I � a I D CATION OFFSET HEIGHT LENGTH N0. I I meter � 1 2z-74 � STA 2 +50 26.0 ' LT 25 DRAINGE P ND 8 A -1 NE 19th ST. I Drivewa o cn I I 2 22-772_ B STA 1+60 23.5 LT 25 8 A -1 NE 19th ST. p I 3 I I 3 22ZCQ 6 STA 1+ 54 21.5 LT 25 8 A -2 QUEEN AVE NE Ex CATCH BASIN STA 2 +77 40.5 LT 25 8 A -2 QUEEN AVE NE Ca RIM 433.89 „ -:3 Ex Hydrant 12 ADS IE 429.95 NW CA /+ J._ � WIRING SCHEDULE 12 „ ADS IE 429.90 E JP. � G , I w 0 v I I � - / RUN N0. CONDUIT SIZE CONDUCTOR COMMENTS LUMINAIRE: Ga s _ ME-XLP INSTALL NEW FLAT LENS ker / Edge of 'asphalt COBRA HEAD, � G �, I m G � Sign 3 - #10 AWG (USE -XLP) PHOTOCELL ) 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III r- P is, t s / .. j G 3 1 BARE GROUND GROUND DISTRIBUTION ON 25 DAVIT POLE WITH 8 ARM. 0) Gas 1-#8 ALSO INSTALL WSDOT TYPE II JUNCTION BOX 00 -- r 2 SCH. 40 2 - #8 AWG USE -XLP LIGHTING Z G Posts ..._ 1•- Q�,� (SEE CITY STD. PLAN #J-11a) AND FOUNDATION G Sidewalk 1-#8 BARE GROUND GROUND 0 2 SCH. 40 OPEN PULL WIRE SPARE CONTACTOR CABINET CONTACTOR CABINET 0 CURB RETURN 0 INTERSECTION SERVICE CABINET I.D. N0.0092 100 AMP CIRCUIT A -1: 20 A BRANCH BREAKER 40A 3 O/ db r CONTACTOR CIRCUIT A -2: 20 A BRANCH BREAKER � Flow line of u, a vertical curb � ° & gutter Water valve ,- Queen Avenue = Mail GRAPHIC SCALE 20 0 10 20 40 1 inch 20' ft. C •gyp ; T= 3 ZW i ^� "f 0 RECOMMENDED FOR APPROVAL BY. B1:' - DATE.• 80 � BY. DATE.• i? •' DA G 1- cow PAD. POLE SHALL MAINTAIN MIN. 10 CLEARANCE I TO ANY DRIVEWAY. INSTALL PHOTOCELL ON LUMINAIRE. 40 A CONTACTOR STREET LIGHT SPECIFICATIONS A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 -N., RANGE 5 E., W W ROLL200 Of wAsq/ r£.• 8" PVC IE 421.04 W Z 8" PVC IE 420.99 E 0 V7 W W 4'cCf P w er tr °n 15s o I r ' r � r N 00' 0 7' 43 "E .324.41 CITY OF RENTON' DEPARTMENT OF PUBLIC WORKS STREET MGHT P SUNSET CREST SHORT PLAT DESIGNED: JJJ DATE: 2/10/05 flti NI►ME: DRAWN: JJJ aiEacEO: JJJ SCALE: 1' =20' nao soar: Pte: APPROVED: SFIEE T: 11 OF ' �� ' 20734 lv� IFS �Gj LUA 04 -119 ENGINEER: • EXPIRES: 3 ! 2oos JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 N0. REVISION By APPR. DAZE Fox NO. (253) 850-0155 : 12 M N MA a a O ^' V) o w u ;n O a C, � a 7 :.J N t O a r E%" e O � A Ld � w w M �o s � M s h _ M 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 O c; I- Q " 1 /2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2" O.D. C4 M II = d � I Val t6� A a 2" (TYP) � O r - - - -._ - --- - - - - - - - w J T 0.188 0 N 2 -20/1 ILLL"INATION BRANCH a 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 f UL LISTED PER STANDARD SOS 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 3 SUITA&E FOR USE AS SERVICE ENTERAtdCE EQJIPI"ENT 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A MEETS EUSERC/PSE SPEC. CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, Z DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR N � � FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE � m C, c .xa ( c `� c a 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 O c; I- Q " 1 /2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2" O.D. C4 M II = d � I i 2 0 5 W ar 0 2 TAPERED ALUM. POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 —T6 WITH BOLT COVERS & S.S. SCREWS —01 [o-11-1/4- SO. 11" TO 12" DI A. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4• NUTS AND WASHERS 4" 2" •� 2" 8„ 16" SIZE AS REQUIRED 120/240 VAC COMPONENT SCHEDULE Val t6� A O (COP'TR4CTOR T() \/FRIFY WITH SERVING IJTILITY) t PANELBOARD: 120/240 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER gU5 r - - - -._ - --- - - - - - - - WEST'W -iWMSE BAB BOLT -ON BREAKERS- J T 0.188 1 -100/2 MAIN N 2 -20/1 ILLL"INATION BRANCH 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 Q_ nao.00K, ►.a 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 4 TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, Q DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE Q i 2 0 5 W ar 0 2 TAPERED ALUM. POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 —T6 WITH BOLT COVERS & S.S. SCREWS —01 [o-11-1/4- SO. 11" TO 12" DI A. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4• NUTS AND WASHERS 4" 2" •� 2" 8„ 16" SIZE AS REQUIRED 120/240 VAC COMPONENT SCHEDULE 25' METERBASE: 100 AMP, 4 JAW, AW 0114TB, SAFETY SOCKET TYPE, 5TH JAW AT S :00 POSITION 35' (COP'TR4CTOR T() \/FRIFY WITH SERVING IJTILITY) 1 2 PANELBOARD: 120/240 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER gU5 r - - - -._ - --- - - - - - - - WEST'W -iWMSE BAB BOLT -ON BREAKERS- J T 0.188 1 -100/2 MAIN N 2 -20/1 ILLL"INATION BRANCH 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 1 -15A CONTROL CKT BRANCH nao.00K, ►.a 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 4 TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE SERVICE CABINET FOR STREET CONTROL & TRAFFIC SIGNAL j ADOPTED CITY OF RENTON ♦j u \� STANDARD PLANS LST DATE. 06/25/03 s DWG. NAME: JR-- SP P.6r ==0: 4 -1 /2" O.D. 2" N.P.S. SLIPFITTER 5-9" RADIUS DATE REVISION BY APPR'[) w 2' TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD --� w #8 BARE COPPER GROUND WIRE 2 — LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) 5/8 "x8' COPPER CLAD GROUND ROD STANDARD 25 FOOT DAVIT POLE yp� ADOPTED V. CITY OF RENTON STANDARD PLANS O� LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 -•- -TYP. CONC. PAD 25' 30' 35' 40' I I � I I cr_° I 18' -3 r - - - -._ - --- - - - - - - - 28' -3 —. T 0.188 R /W LINE SIDEWALK CURB ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 25' 30' 35' 40' SL 18' -3 23' -3 28' -3 33' -3 T 0.188 0.188 0.219 0.219 �- TAPERED ALUM. POLE 'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH HANDHOLE 4 "x6" W /COVER do S.S. OPENING SCREWS GROUND LUG INSIDE POLE INSIDE POLE REVISION IBY 1, -6" oRAwn, Jd.l CHECKED: JJ.1 2' TO 4' OVERHANG 1' -2" 0 STREET SIGHT CONDUIT TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION 'SL' 2' To a• OVERHANG V- 2 3' -6" I H FACE OF I CURB TO 'SL' R�W CENTER OF POLE ROADWAY SIDEWALK PLANTER STRIP STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT 12 96 REFORMAT TO 11'x17" DCV DRT 11 92 TYP. STREET UGHT FDN. LOCATION BCA DATE REVISION IBY APPR' FOUNDATION LOCATION LIGHT BASE AND JUNCTION BOX LOCATIONS Y ADOPTED CITY OF RENTON ♦ , ; ♦ STANDARD PLANS F N I LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: JO 14 FUSE KITS QUICK DISCONNECT LIGHTING STANDARD 8c JUNCTION BOX 10 AMP IN LINE FUSE KITS No TO LUMINAIRE S.E.C. OR EQUAL 7' 07 O Ov ° oov O DQ/ A p Ov D 0 0 e D 0 0° 1/4" MINIMUM / GROUND LUG DRAIN HOLE % e °a ° vo o e ° ° Dv a °D o 0 0 O e D ° G Z 44 ° 4 O ° p1 O D e 7 DO 3' - = 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO 1 O o O o c� UNDER POLE BASE i BE LEVEL WITH TOP OF SIDEWALK �` 0 �o / o 0 o D e OR CURB. �� / e D e1' • o 0 fpl 111 11 1 0 zz— D • . � D° ° ° P v D O p � II II STREET LIGHT POLE JUNCTION BOX to PLAN VIEW BOX JUNCTION INDIVIDUAL o e SIDE VIEW II II NOTE: —GROUND I I I I ° O ° o D� ° ° ° o CLASS 'B' CONCRETE TO BE USED CLAMP II II 4, IN CONSTRUCTION OF PAD I I D z I I D 0 PVC CONDUIT II ( II a e o O SYSTEM II II 4 L 4 De 1• ON, o Dv V v CONCRETE TYPICAL LIGHTING UNDERGROUND SYSTEM . FOUNDATION (jN .Y ADOPTED PLAN VIEW CITY 3' SO. OR DI A. OF RENTON STANDARD PLANS CONCRETE PAD DETAILS � 4 LST DATE: 12/96 Y ADOPTED CITY OF RENTON DATE ION BY APPR DWG. NAME: JR -06 SP PAGE: )007 • IR • �. STANDARD PLANS 1.41' DATE: 10/30/96 ATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 EXPIRES: 3/l/2006 wo. ROLL200 T- 3 Z 4d/ 3 02 READ BY I AMR. DATE JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98037 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 FR 2'04 SEEP RECOMMENDED FOR APPROVAL BY: DA TE: BY. DATE. BY DA TE: BY. DATE. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS STREET LIGHTING DETAILS SUNSET CREST SHORT PLAT ocsKP+eu: JJ.1 ooh: 2/+0/05 FILE NAME. oRAwn, Jd.l CHECKED: JJ.1 scKC: nao.00K, ►.a APPROVED: etea or 10141111116w c solo" SrEET: 01F. � Z ca - r- ar�3oz • I en qTT � J 1 � O tv CIO o ITTcn �o 1 � N 4 i C-r a• Eftq w a 1� "2 e� :D 9 O N � g - . d II A PORTION of the S.E. 1/4, SECTION 4, TOWNSHI .RANGE 5 E\-� W.M.' STREET ,LIGHT GENERAL NOTES: I LP p,C �� .. 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND \ O / SPECIFICATIONS AND THESE PLANS. v Ives s L _ _ N00'05'32 "E 639.88' Redmond Ave 5� ± 90.0' ... r �� 80.0 50.00 ' 2. UNLESS OTHERWISE NOTED THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE I \ 50.0' / EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. Northeast , I 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL 3� MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. _ \ I 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL a � I I v I AT THE EARLIEST POSSIBLE DATE. \\ 1 > I 0- r o to STA 1 +60, 23.5 LT o �.-� 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR LUMINAIRE AND POLE #2 rn I _..-- SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL I (SEE SCHEDULE THIS SHT.) 1_ 1 I COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 16 o I - T A T ,� 1 i 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE v CL '' I - 90.0' ° I 10 V CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON r i II Q � ( �" _ 17 DAMAGE. I IM I R A Power box II - NOTES / r � I t II 60.0 1 rn \ 1 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR I p I TYPE 11 �NCTION BOX 1-�--1 INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL i II f 4 1 .�- I' _,� IT HAS BEEN EXAMINED BY THE INSPECTOR. eP we r I 1 � II e 6 \ o \ 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERISE NOTED. \ Ir EGEOF30% v III I � 0 20.0 1 3 I ill- '� ,r' © S OPE 9. ALL CONDUIT COVER SHALL BE 24 INCHES. oil 14 1 3 PUBLIC EASEMEN V I v � I � � rV III .+�' I �- "' CD I NO s \ 1 I Water II � meter u I � 8 I 90.0' Water " I II (� % 1 meter °III l / \ \ I II „i"; I I 0 Ui I 3 a INSTALL SERVICE CABINET co \ \ • I III I Iw .n CABINET NUMBERS. SERVICE 0 CABLE (3 2's) AND CONDU!T STA 1 +54 21.5' LT J \, R45 0' �"-- -- -- --� -"�r� ~`'`- �' (2" SCH. 80 SHALL CONNECT LUMINAIRE AND POLE #3 / R50.50 NOTES Q� �- FROM SERVICE�'`�ABINET TO (SEE SCHEDULE THIS SHT.) �`\ TO P. SI. E. I I - _._ `- ---- NEAREST P.S.E. POWER SOURCE. 1 ST'a4- 2 +�Z,. 4Q,.� LT TRIANS�' R ER I. �./ / SEE NOTES I LUMINAIRE AND POLL4 -. --- I o + I NOTES No $ I SEE SCHEDULE THIS SHT.) \ I 3' PUBLIC EASEMENT SEE NOTES O i ,�► _____ _____ - a STA 2+50, 26.0 LT I �? LUMINAIRE AND POLE #1 I I C7 W/ PHOTOCELL (SEE � I I � -' � N / I 1 I 3 PUBLIC EASEMENT SCHEDULE THIS SHT.) I TYP JUNCTION BO _ /� ,�- I I) I I s - S s s s 1 I h o jS 5 S 0+so + 2+ 2 +50 3 +00 , \ + W �.. 15 DRAINAGE EASEMENT r venue �\ Queen Northeast � W w w w w w w © 0 I n S I I .43' 43Q 500'0TT3 W Ti 5.02 I Power HOUSE • - f 1 1 Water q I XIST. f meter I aI l pole I r_ I (0 o N 1 1 3 n -� o r u r STREET LIGHTING TJ e I I r I J o Q o 1. i _ / CJB P I LUMIN I}3E $QHEDULE „„ 1 Q 0 +--41 II POLE POLE PO 'POLE MOUNTING ARM CIRCUIT CO E TRACT B 0 I I l( Water NO. I.D. CATION OFFSET HEIGHT LENGTH NO. r v II meter ' ' DRAINGE P D I II I 1 2.2413 STA 2 +50 26.0 LT 25 8 A--1 NE 19th ST. I � r Driveway I � ' � 2 2.2'72. B STA 1+60 23.5 LT 25 8 A--1 NE 19th ST. O I ( I 1 U) -0 cn v I 3 2z-f(s a STA 1 +54 21.5 LT 25 8 A -2 QUEEN AVE NE Ex CATCH BASIN I ( 4 23�� STA 2 +77 40.5 LT 25 $ A--2 QUEEN AVE NE ,,.._� RIM 433.89 I ` Ex Hydrant 1 00 � 12" ADS IE 429.95 NW WIRING SCHEDULE s 1 _P. w • I / 12 ADS IE 429.90 E �--- � ` ---- LUMINAIRE: I ' ° "� d. Gas �"t�.. RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS w I er 1 r--- •---♦ --- INSTALL NEW FLAT LENS COBRA HEAD, �. I G m m rk G r f Edge of sphalt ^� SE -XLP) 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III ,r P Sts G r Sign g 3- 10 AWG USE- XLP PHOTOCELL ' ' . _ jw IV � - # DISTRIBUTION ON 25 DAVIT POLE WITH $ ARM. 0) Cos 1 #8 BARE GROUND GROUND ,gLSO INSTALL WSDOT TYPE II JUNCTION BOX marker / - • _ r -q 2 SCH. 40 2 - #8 AWG USE -XLPP LIGHTING SEE CITY STD. PLAN #J-11a) AND FOUNDATION z Posts a Sidewalk � 1 - #8 BARE GROUND) GROUND PAD POLE SHALL MAINTAIN MIN 10' CLEARANCE -~-� G I W__ --- - #; ---- Flow line of U, a vertical curb ° & gutter Water valve r Q ue e n Avenue =Mail Northeast box 2' retaining wall Flow line of extruded curb Ex SANITARY SEWER MANHOLE RIM 435.33 " 8 PVC IE 421.19 N 8" PVC IE 421.04 W z 0 8" PVC IE 420.99 E 0 w I ,C•a % -Y-% 3 .Z AN30 / r] it 2 11 SCH. 40 OPEN PULL WIRE SPARE � MAINTAIN � ��� �� TO ANY DRIVEWAY. INSTALL PHOTOCELL ON CONTACTOR CABINET LUMINAIRE. CONTACTOR CABINET 0 CURB RETURN 0 INTERSECTION CIRCUIT A-1: 20 ADBR BRANCH ER AMP T 40 A CONTACTOR CIRCUIT A -2: 20 A� BRANCH STREET LIGHT SPECIFICATIONS GRAPHIC SCALE 20 0 10 20 40 (nN FEET ) 1 inch = 20' ft. RECOMMENDED FOR APPROVAL BY: OAT L41()-ZOO BY DATE• 4 80 BY: DATE.• BY. DATE• ROLL 2 Q..� As_ BUILT PF-R FIEF -D 9URYE`(11.16 8`( C�F_►.ctR� pro u.��E S7R1�1G�INb t \�� 41�L 00 NO. REVISION BY I APPR. FR 5.a�3. I l r - ,sston I�ne r � power tt'ansm P _ � y _ r ENGINEER: I DATE �,IoY 812006 LUA 04 -119 0 JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 oB., r'' 32y3C3 r r N00'07 '43 "E 324.41' CITE'' z a d SUNSET WREST SHORT PLAT 0 C DATE: 2/10 /05 FILE NAME: DRAWN: JJJ 0 O� SCALE: 1 "= 20 .0 APPROVED: a 1� "2 e� :D 9 O N � g - . d II A PORTION of the S.E. 1/4, SECTION 4, TOWNSHI .RANGE 5 E\-� W.M.' STREET ,LIGHT GENERAL NOTES: I LP p,C �� .. 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND \ O / SPECIFICATIONS AND THESE PLANS. v Ives s L _ _ N00'05'32 "E 639.88' Redmond Ave 5� ± 90.0' ... r �� 80.0 50.00 ' 2. UNLESS OTHERWISE NOTED THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE I \ 50.0' / EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. Northeast , I 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL 3� MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. _ \ I 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL a � I I v I AT THE EARLIEST POSSIBLE DATE. \\ 1 > I 0- r o to STA 1 +60, 23.5 LT o �.-� 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR LUMINAIRE AND POLE #2 rn I _..-- SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL I (SEE SCHEDULE THIS SHT.) 1_ 1 I COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 16 o I - T A T ,� 1 i 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE v CL '' I - 90.0' ° I 10 V CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON r i II Q � ( �" _ 17 DAMAGE. I IM I R A Power box II - NOTES / r � I t II 60.0 1 rn \ 1 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR I p I TYPE 11 �NCTION BOX 1-�--1 INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL i II f 4 1 .�- I' _,� IT HAS BEEN EXAMINED BY THE INSPECTOR. eP we r I 1 � II e 6 \ o \ 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERISE NOTED. \ Ir EGEOF30% v III I � 0 20.0 1 3 I ill- '� ,r' © S OPE 9. ALL CONDUIT COVER SHALL BE 24 INCHES. oil 14 1 3 PUBLIC EASEMEN V I v � I � � rV III .+�' I �- "' CD I NO s \ 1 I Water II � meter u I � 8 I 90.0' Water " I II (� % 1 meter °III l / \ \ I II „i"; I I 0 Ui I 3 a INSTALL SERVICE CABINET co \ \ • I III I Iw .n CABINET NUMBERS. SERVICE 0 CABLE (3 2's) AND CONDU!T STA 1 +54 21.5' LT J \, R45 0' �"-- -- -- --� -"�r� ~`'`- �' (2" SCH. 80 SHALL CONNECT LUMINAIRE AND POLE #3 / R50.50 NOTES Q� �- FROM SERVICE�'`�ABINET TO (SEE SCHEDULE THIS SHT.) �`\ TO P. SI. E. I I - _._ `- ---- NEAREST P.S.E. POWER SOURCE. 1 ST'a4- 2 +�Z,. 4Q,.� LT TRIANS�' R ER I. �./ / SEE NOTES I LUMINAIRE AND POLL4 -. --- I o + I NOTES No $ I SEE SCHEDULE THIS SHT.) \ I 3' PUBLIC EASEMENT SEE NOTES O i ,�► _____ _____ - a STA 2+50, 26.0 LT I �? LUMINAIRE AND POLE #1 I I C7 W/ PHOTOCELL (SEE � I I � -' � N / I 1 I 3 PUBLIC EASEMENT SCHEDULE THIS SHT.) I TYP JUNCTION BO _ /� ,�- I I) I I s - S s s s 1 I h o jS 5 S 0+so + 2+ 2 +50 3 +00 , \ + W �.. 15 DRAINAGE EASEMENT r venue �\ Queen Northeast � W w w w w w w © 0 I n S I I .43' 43Q 500'0TT3 W Ti 5.02 I Power HOUSE • - f 1 1 Water q I XIST. f meter I aI l pole I r_ I (0 o N 1 1 3 n -� o r u r STREET LIGHTING TJ e I I r I J o Q o 1. i _ / CJB P I LUMIN I}3E $QHEDULE „„ 1 Q 0 +--41 II POLE POLE PO 'POLE MOUNTING ARM CIRCUIT CO E TRACT B 0 I I l( Water NO. I.D. CATION OFFSET HEIGHT LENGTH NO. r v II meter ' ' DRAINGE P D I II I 1 2.2413 STA 2 +50 26.0 LT 25 8 A--1 NE 19th ST. I � r Driveway I � ' � 2 2.2'72. B STA 1+60 23.5 LT 25 8 A--1 NE 19th ST. O I ( I 1 U) -0 cn v I 3 2z-f(s a STA 1 +54 21.5 LT 25 8 A -2 QUEEN AVE NE Ex CATCH BASIN I ( 4 23�� STA 2 +77 40.5 LT 25 $ A--2 QUEEN AVE NE ,,.._� RIM 433.89 I ` Ex Hydrant 1 00 � 12" ADS IE 429.95 NW WIRING SCHEDULE s 1 _P. w • I / 12 ADS IE 429.90 E �--- � ` ---- LUMINAIRE: I ' ° "� d. Gas �"t�.. RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS w I er 1 r--- •---♦ --- INSTALL NEW FLAT LENS COBRA HEAD, �. I G m m rk G r f Edge of sphalt ^� SE -XLP) 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III ,r P Sts G r Sign g 3- 10 AWG USE- XLP PHOTOCELL ' ' . _ jw IV � - # DISTRIBUTION ON 25 DAVIT POLE WITH $ ARM. 0) Cos 1 #8 BARE GROUND GROUND ,gLSO INSTALL WSDOT TYPE II JUNCTION BOX marker / - • _ r -q 2 SCH. 40 2 - #8 AWG USE -XLPP LIGHTING SEE CITY STD. PLAN #J-11a) AND FOUNDATION z Posts a Sidewalk � 1 - #8 BARE GROUND) GROUND PAD POLE SHALL MAINTAIN MIN 10' CLEARANCE -~-� G I W__ --- - #; ---- Flow line of U, a vertical curb ° & gutter Water valve r Q ue e n Avenue =Mail Northeast box 2' retaining wall Flow line of extruded curb Ex SANITARY SEWER MANHOLE RIM 435.33 " 8 PVC IE 421.19 N 8" PVC IE 421.04 W z 0 8" PVC IE 420.99 E 0 w I ,C•a % -Y-% 3 .Z AN30 / r] it 2 11 SCH. 40 OPEN PULL WIRE SPARE � MAINTAIN � ��� �� TO ANY DRIVEWAY. INSTALL PHOTOCELL ON CONTACTOR CABINET LUMINAIRE. CONTACTOR CABINET 0 CURB RETURN 0 INTERSECTION CIRCUIT A-1: 20 ADBR BRANCH ER AMP T 40 A CONTACTOR CIRCUIT A -2: 20 A� BRANCH STREET LIGHT SPECIFICATIONS GRAPHIC SCALE 20 0 10 20 40 (nN FEET ) 1 inch = 20' ft. RECOMMENDED FOR APPROVAL BY: OAT L41()-ZOO BY DATE• 4 80 BY: DATE.• BY. DATE• ROLL 2 Q..� As_ BUILT PF-R FIEF -D 9URYE`(11.16 8`( C�F_►.ctR� pro u.��E S7R1�1G�INb t \�� 41�L 00 NO. REVISION BY I APPR. FR 5.a�3. I l r - ,sston I�ne r � power tt'ansm P _ � y _ r ENGINEER: I DATE �,IoY 812006 LUA 04 -119 0 JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 oB., r'' 32y3C3 r r N00'07 '43 "E 324.41' CITE'' � � 1■1 SUNSET WREST SHORT PLAT C DATE: 2/10 /05 FILE NAME: DRAWN: JJJ .3 O� SCALE: 1 "= 20 .0 APPROVED: ,r _ _ ^ _ SHEET: 11 OF: 12 � v ci a 1� "2 e� :D 9 O N � g - . d II A PORTION of the S.E. 1/4, SECTION 4, TOWNSHI .RANGE 5 E\-� W.M.' STREET ,LIGHT GENERAL NOTES: I LP p,C �� .. 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND \ O / SPECIFICATIONS AND THESE PLANS. v Ives s L _ _ N00'05'32 "E 639.88' Redmond Ave 5� ± 90.0' ... r �� 80.0 50.00 ' 2. UNLESS OTHERWISE NOTED THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE I \ 50.0' / EXACT LOCATION WILL BE ESTABLISHED BY THE ENGINEER OR INSPECTOR IN THE FIELD. Northeast , I 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT WHERE NOTED. ALL 3� MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. _ \ I 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL a � I I v I AT THE EARLIEST POSSIBLE DATE. \\ 1 > I 0- r o to STA 1 +60, 23.5 LT o �.-� 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR LUMINAIRE AND POLE #2 rn I _..-- SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL I (SEE SCHEDULE THIS SHT.) 1_ 1 I COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 16 o I - T A T ,� 1 i 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE v CL '' I - 90.0' ° I 10 V CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON r i II Q � ( �" _ 17 DAMAGE. I IM I R A Power box II - NOTES / r � I t II 60.0 1 rn \ 1 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION FOR I p I TYPE 11 �NCTION BOX 1-�--1 INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL i II f 4 1 .�- I' _,� IT HAS BEEN EXAMINED BY THE INSPECTOR. eP we r I 1 � II e 6 \ o \ 8. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERISE NOTED. \ Ir EGEOF30% v III I � 0 20.0 1 3 I ill- '� ,r' © S OPE 9. ALL CONDUIT COVER SHALL BE 24 INCHES. oil 14 1 3 PUBLIC EASEMEN V I v � I � � rV III .+�' I �- "' CD I NO s \ 1 I Water II � meter u I � 8 I 90.0' Water " I II (� % 1 meter °III l / \ \ I II „i"; I I 0 Ui I 3 a INSTALL SERVICE CABINET co \ \ • I III I Iw .n CABINET NUMBERS. SERVICE 0 CABLE (3 2's) AND CONDU!T STA 1 +54 21.5' LT J \, R45 0' �"-- -- -- --� -"�r� ~`'`- �' (2" SCH. 80 SHALL CONNECT LUMINAIRE AND POLE #3 / R50.50 NOTES Q� �- FROM SERVICE�'`�ABINET TO (SEE SCHEDULE THIS SHT.) �`\ TO P. SI. E. I I - _._ `- ---- NEAREST P.S.E. POWER SOURCE. 1 ST'a4- 2 +�Z,. 4Q,.� LT TRIANS�' R ER I. �./ / SEE NOTES I LUMINAIRE AND POLL4 -. --- I o + I NOTES No $ I SEE SCHEDULE THIS SHT.) \ I 3' PUBLIC EASEMENT SEE NOTES O i ,�► _____ _____ - a STA 2+50, 26.0 LT I �? LUMINAIRE AND POLE #1 I I C7 W/ PHOTOCELL (SEE � I I � -' � N / I 1 I 3 PUBLIC EASEMENT SCHEDULE THIS SHT.) I TYP JUNCTION BO _ /� ,�- I I) I I s - S s s s 1 I h o jS 5 S 0+so + 2+ 2 +50 3 +00 , \ + W �.. 15 DRAINAGE EASEMENT r venue �\ Queen Northeast � W w w w w w w © 0 I n S I I .43' 43Q 500'0TT3 W Ti 5.02 I Power HOUSE • - f 1 1 Water q I XIST. f meter I aI l pole I r_ I (0 o N 1 1 3 n -� o r u r STREET LIGHTING TJ e I I r I J o Q o 1. i _ / CJB P I LUMIN I}3E $QHEDULE „„ 1 Q 0 +--41 II POLE POLE PO 'POLE MOUNTING ARM CIRCUIT CO E TRACT B 0 I I l( Water NO. I.D. CATION OFFSET HEIGHT LENGTH NO. r v II meter ' ' DRAINGE P D I II I 1 2.2413 STA 2 +50 26.0 LT 25 8 A--1 NE 19th ST. I � r Driveway I � ' � 2 2.2'72. B STA 1+60 23.5 LT 25 8 A--1 NE 19th ST. O I ( I 1 U) -0 cn v I 3 2z-f(s a STA 1 +54 21.5 LT 25 8 A -2 QUEEN AVE NE Ex CATCH BASIN I ( 4 23�� STA 2 +77 40.5 LT 25 $ A--2 QUEEN AVE NE ,,.._� RIM 433.89 I ` Ex Hydrant 1 00 � 12" ADS IE 429.95 NW WIRING SCHEDULE s 1 _P. w • I / 12 ADS IE 429.90 E �--- � ` ---- LUMINAIRE: I ' ° "� d. Gas �"t�.. RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS w I er 1 r--- •---♦ --- INSTALL NEW FLAT LENS COBRA HEAD, �. I G m m rk G r f Edge of sphalt ^� SE -XLP) 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III ,r P Sts G r Sign g 3- 10 AWG USE- XLP PHOTOCELL ' ' . _ jw IV � - # DISTRIBUTION ON 25 DAVIT POLE WITH $ ARM. 0) Cos 1 #8 BARE GROUND GROUND ,gLSO INSTALL WSDOT TYPE II JUNCTION BOX marker / - • _ r -q 2 SCH. 40 2 - #8 AWG USE -XLPP LIGHTING SEE CITY STD. PLAN #J-11a) AND FOUNDATION z Posts a Sidewalk � 1 - #8 BARE GROUND) GROUND PAD POLE SHALL MAINTAIN MIN 10' CLEARANCE -~-� G I W__ --- - #; ---- Flow line of U, a vertical curb ° & gutter Water valve r Q ue e n Avenue =Mail Northeast box 2' retaining wall Flow line of extruded curb Ex SANITARY SEWER MANHOLE RIM 435.33 " 8 PVC IE 421.19 N 8" PVC IE 421.04 W z 0 8" PVC IE 420.99 E 0 w I ,C•a % -Y-% 3 .Z AN30 / r] it 2 11 SCH. 40 OPEN PULL WIRE SPARE � MAINTAIN � ��� �� TO ANY DRIVEWAY. INSTALL PHOTOCELL ON CONTACTOR CABINET LUMINAIRE. CONTACTOR CABINET 0 CURB RETURN 0 INTERSECTION CIRCUIT A-1: 20 ADBR BRANCH ER AMP T 40 A CONTACTOR CIRCUIT A -2: 20 A� BRANCH STREET LIGHT SPECIFICATIONS GRAPHIC SCALE 20 0 10 20 40 (nN FEET ) 1 inch = 20' ft. RECOMMENDED FOR APPROVAL BY: OAT L41()-ZOO BY DATE• 4 80 BY: DATE.• BY. DATE• ROLL 2 Q..� As_ BUILT PF-R FIEF -D 9URYE`(11.16 8`( C�F_►.ctR� pro u.��E S7R1�1G�INb t \�� 41�L 00 NO. REVISION BY I APPR. FR 5.a�3. I l r - ,sston I�ne r � power tt'ansm P _ � y _ r ENGINEER: I DATE �,IoY 812006 LUA 04 -119 0 JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 oB., r'' 32y3C3 r r N00'07 '43 "E 324.41' CITE'' C:> IF Ft ENTC>N DEPARTMENT OF PUBLIC WORKS STREET LIGHT PLAN SUNSET WREST SHORT PLAT DESIGNED: JJJ DATE: 2/10 /05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1 "= 20 FIELD BOOK: PACE: APPROVED: ,r _ _ ^ _ SHEET: 11 OF: 12 $CANNED OCT 18 US C_ ID : 'r"= 32W 3 0i i I i�]