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HomeMy WebLinkAboutzT-3138Setn O O OD I n 0 N W Ln Z Z V) Z LLJ Z :2 ✓ O wZ F- CL 0 g J W _ W -i.l Lj U LLJ F- U) I..L. u N 0 C-4 � 4N it r 9 d 6 i cr as Li C}D Z 0 y K QFNER:- NOTES 1. ALL "K SHALL BE IN ACCORDANCE WITH THE .CITY OF RENTON STANDARD PLANS AND SIGHT DISTANCE NOTE: ESD LOOKING NORTH-" , SPECWICATIONS AND THESE PLANS. - 2. UNLESS OTHERWISE NOTED, THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND THE 23.5' EXACT LOCATION WALL BE ESTABLISHED BY THE ENGINEER IN THE FIELD. rER 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT WHERE NOTED. ALL, MATERIALS SHALL BE NEW AND OF THE BEST GRADE OR QUALITY. J EXISTING PAVING 4. THE CONTRACTOR SHALL SUBMIT A RLC -iLST TO THE CITY OF RENTON FOR MATERIALS AT T4 EARLIEST POSSIBLE DATE. �+ 5. ALL WORK SHALL BE CONSISTENY WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR p( SHALL CONTACT ALL PERTINENT UTILTTY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND 1' FROM EDGE OF SHALL COORIDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. z 0 6. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE VARIES PROVIDE NEAT. a W PAVIN [EDGE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 0 5 10 20 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (277 -5570) SCALE t� s ®� FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE 2 (TYP) \ COVERED UNTIL IT HAS BEEN DummED BY THE ENGINEER. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. ALL CONDUIT COVER SHALL BE 24 INCHES. 2 A\ ! ` 1 I MISSING CURB GUTTER SIDEWALK 1. 1 6 r . 59 10" COMMERCIAL ZONE 6" RESIDENTIAL ZONE THICKENED BASE OF CURB do GUTTER TO MATCH APPROACH THICKNESS ON COMMERCIAL APPROACHES. (TYP) NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2 -1/4" DEEP. 1 2. 1/2' THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB /GUTTER TO DUMMY JOINTS. CURBCUT DETAIL _ N.T.S. 15 5' CONC. SIDEWALK PER CITY OF RENTON STOS. SIGHT DISTANCE NOTE: ESD LOOKING NORTH-" , 30' R.O.W. - - 96. CA 23.5' 2.75' PLAN rER SIRIP X, X956, STA: 57 +75.60 C.O.R. EXISTING PAVING =STA: 0 +00 RELOCATE EXISTING MAILBOXES & VARIES UTILITIES AS NEEDED. COORDINATE MAILBOX 1' FROM EDGE OF RELOCATION MATH POSTMASTER, COORDINATE MATH APPROPRIATE VARIES PROVIDE NEAT. a W PAVIN [EDGE UTILITY CO. FOR SEPARATE UTILITIES. 2X 30 \\_—DESIGN/BUU 0.5' ARTERIAL STREET MINIMUM 3" CLASS 'B' A.C. 4" A.T.B. 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" CLASS 'B' A.C. 6" CRUSHED ROCK d 0 4'1o. Ue -Adj Z i%. Aw.i111 S. T CONC. CURB LL & GUTTER 4' COMPACTED DEPTH CLASS 'B' ASPHALT CONC. PER CITY OF RENTON SIDS. 3' COMP. DEPTH OF 5/8' MINUS CR. ROCK 3' COMP. DEPTH OF 1 1/4' MINUS CR. ROCK COMPACT SUBGRADE TO 95X OF MAXIMUM DENSITY (MODIFIED PROCTOR) SUNSET BLVD. N.E. TYPICAL SECTION N.T.S. SAWCUT NEW CURB NOTES: = MUST MATCH EXISTING THICKNESS IF GREATER. OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT CURB AND GUTTER REPLACEMENT DETAIL N.T.S. 1, � x F e � I �m 4 195.21 �9S - -- / CITY TO FILL IN MISSING CURB / GUTTER k SIDEWALK l , I, 5j 00 STA: 57 +49.85 \ BEGIN NEW CURB & GUTTER PER C.O.R. STDS. ` \ 58 DATUM 4j•a� NAVD 1988 BENCHMARK: CITY OF RENTON / 57 FOUND 1 -1/2' FLAT BRASS DISK AND A PUNCH MARK ON A 4'x 4' CONCRETE RECOMMENDED POST MONUMENT DOWN 0.6' IN A MONUMENT CASE �� IN THE CONSTRUCTED CENTERLINE OF BURNETT FOR AVENUE N. APPROXIMATELEY 5' SOUTHERLY OF THE�L . /i. 2L y CONSTRUCTED INTERSECTION OF N. 6TH STREET & �mr+.+ T� BURNETT AVENUE N. By IM RwiftmoF INIIIIIIII 4 F R 36- i V � ,99 - i Ex- ISENTADIIIPRO INEMENTS 61 2.75' PIr w-7' _k $TEMP LIMITS OF NEW PAYING s OVERLAY a SAWCUT NEAT LINE 660 (TYP,) SIGHT DISTANCE NOTE: ESD LOOKING NORTH-" , X96 2 6o ESD LOOKING SOUTH -IN 96. CA ESD MEASURED MATH HT. -3.5' S TA 57 +65.>i4 DRIVEWAY 6" CONSTRUCT 20' DRIVEWAY PER AND OCT Ht-4.25! C.O.R. SIDS. X, X956, STA: 57 +75.60 C.O.R. SCANNED OCT O F .2*1 C 0 / c�d� T- =STA: 0 +00 RELOCATE EXISTING MAILBOXES & i UTILITIES AS NEEDED. COORDINATE MAILBOX RELOCATION MATH POSTMASTER, COORDINATE MATH APPROPRIATE I UTILITY CO. FOR SEPARATE UTILITIES. 30 \\_—DESIGN/BUU INSTALL LUMINAIRE PER C.O.R. STDS PLANS TO BE SUBMITTED AT A LATER TIME, UNDER SEPARATE PERMIT Lulm ® FOUND AM W CASE EX SANITARY SEWER MANHOLE EX CATCH BASIN EX STORM DRAW MANHOLE EX MAILBOX EX UTILITY POLE EX GUY ANCHOR EX POWER VAULT EX POWER CABINET EX TELEPHONE RISER Ex. STREET SIGN EX FIRE HYDRANT EX WA'9ER METER .. EX WATER VALVE EX WARE FENCE EX. WOOD FENCE EX CYUONE FENCE EX. STORM DRAW PIPE EX. SANITARY SEWER PIPE EX GAS MAW EX POWER LINE - EX WATERMAW TPE ii 11i8t lq/A1. >� it 04 Call INOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. C'.I�Sl�! IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE im EXACT VERTICAL AND HORIZONTAL LUCJ1T10N of ALL EXISTING UNDER- CHECKED FOR C01iiPLUNCE GROUND UTILITIES PAM TO COMMENCING CONSTRUCTION. No TO CITY STANDARDS Mg. g. REPRESENTATION IS MADE THAT ALL E70STYiG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SF10W11 W THEIR PROPER LOCATION. AWygp CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1 -800 -- 424 -5555 oluE UTILITY LINES. ITS casnr UNDERGROUND SERVICE (USA) NMI CATEMP L R2 PROJ CAS\ 077- 001 \dw \ AS MAP\ 077- 1- bn -I.tlw 7/8/2003 2.2f.41 PM PDT to "; SCANNED OCT O F .2*1 C 0 / c�d� T- ♦ d to "; M i n z m C n 1, N Is J SIZE AS NE R /'W Ll��t TYP. CONC. PAD 3 c o REQUIRED 0.188 WALL BRACKET 8 20 SIDEWALK CURB R/W JR11-23 -2804 1 7:26 CITY OF RENTON 425 430 72`31 P.81/01 ALUM. ALLOY 6063 -T6 II � % 4-1/2'-'/ L2" N.P.S. 0. D. SLIPFITTER 1/2" BNC LOCKBOLT 5' -9" RADIUS U i CROADWAY ��� r I N C O R P O R A T E D �• -II Tylk' 1 9�d a {]lgnd #Ole LDCk by �v %rC GR. 18 -8 S.S. �� l FLUSH JOINT 1 ° -2" i 4 -1/2" O.D. CURB V -2 Z N Z J ({{� " SIDEWALK R/W LINE OVERHANG O r] TAPERED ALUM. POLE 25'-0" 0.188 WALL ALLOY 6063 -T6 18' -3" 30' -0" MIN. CLEARANCE FROM DRIVEWAY H' 2.0' % SL' �p SATIN GROUND FINISH 28,_3., 40' -o" 40' -0° ALTERNATE PLAN VIEW / - C9 Q 33' -3" CENTERFOFU OLEO 'W Z SHAFT H 25' 30' 35' 40' O J ,\ SL 18' -3" 23' -3° 28` -3" 33' -3° o % r U — 0- 151 HANDHOLE. 4 "x6" OPENING W COVER AND S.S. SCREWS 8" O.D. / T 0.188 0.188 0.219` 0.219 _ 1'_2^ TRENCH EPTHC24 DUIT I -B�n L 0 N 6 WA' HOWS t j;n H, Fcc rF AND WUNTER'BINK BASE FLANGE ALLOY 356 -T6 WITH GROUND UG TAPERED ALUM. POLE ;OVERHANG -4' TYPICAL STREET LIGHT 'T' BOLT COVERS & S.S. SCREWS 1' -6° WALL ALLOY 6063 T6 SATIN GROUND FINIS FOUNDATION LOCATION n•kzs" 4s::raArira -I IL-- 1, -1/4" SQ. 11" TO 12" DIA. H HANDHQLE 4x6' SL' PENIN G W /COVER 'b R,MD E LID HOL rt4�L ° BOLT CIRCLE 4 1/2" OF BOLT ABOVE & S.S. SCREWS. aaaL ¥ T"HREAD FOR xlzeo srr'Et DAR y LL_ 4" CONCRETE PAD FINISHED GRADE GROUND LUC .DIA. BOLTS, . I /s e Z s' =" g E 3Q (4) 1" BNC GALV. STEEL BOLTS INSIDE POLE 1'- 6 HIOK L1 - ANCHOR WITH 4' NUTS AND WASHERS —i i i ` I— a ! it ; U MO STREET LIGHT (MODIFIED) l _ -° STANDARD 25 -40 FOOT DAVIT POLE CONDUIT TRENCH DEPTH 24" LIGHT BASE AND JUNCTION BOX LOCATIONS ALTERNATE STREET: CROSS SECTION rorRl. P.e1 II m'E 'A E ADOPTED ADOPTED G ° 91 `° ° CITY OF RENTON * �•` Standar d plans •� CITY OF RENTON * =•- Standard plans a � NS LST DATE: 10/30/96 DATE REVISION BY APPR DWG. NAME: JR -01 SP. PAGE: J002 N(� LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: J014 as �^ 0 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50 P OR ABOVE. 2' NUMBERING EXAMPLES oz° BRACKET CABLE 1 P a " FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. OR EQUAL 3 6 4 7 C 8 2" BY 3/4" SUFFIXED PREFIXED REDUCING' WASHER CITY PUGET POWER = x s TYPICAL DESIGN "B" OWNED OWNED a JUNCTION BOX 1 4° MINIMUM DRAIN SPLICE KITS GROUND LUG HOLE CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE TOP OF CONCRETE CURB OF�q RECOMMEN D FOR APPROVAL CL BASE FOUNDATION TO 4" CONCRETE BE LEVEL WITH B DATE PAD 5„ TOP OF SIDEWALK 9" OR CURB. 3 4'' ROMEX CONNECTOR .MOUNTING + 9c ` /d7, /i BY. C,(.�..� '.QQ ►- DATE A J w o } WITH LOCKNUT HEIGHT _ IIII= °IIII =1111- = 1111 =11 IIII '° °. = III =111 -1 = == II =IIII =1111 #a GREEN ;' 111=1111 =1111=1111 I 1 ET 450 3 I�4" S FE TRAFFIC BY DATE RECORD DOCUMENT m GROUND WIRE IUI= I / GROUND CLAMP 4, SINGLE OR DOUBLE MAST FLOW ARM AS REQUIRED 134, -2., BY DATE 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR FOUNDATION /8..x8, 3' SO. COPPER CLAD) OR DIA. C PLAN 'VIEW DECAL RELECTORIZED 2" 2t' Q�OOF1NyCA �Nt c �> GROUND ROD �'- 3" FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2/N z z o OR WHITE ,LEGEND BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK. _ q F� PO In ARE ON SAME CIRCUIT BACKGROUND '�fc�eaEa eSSloea[1i 747 MAST ARM WIRING DETAIL STREET LIGHT STANDARD STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM H7EHERMAN TRAFFIC ENGINEERING Y ADOPTED ADOPTED V 15324 Southeast 133rd Court, Renton, Washington 98059' 425-277-1740 tel. 425- 277 -5718 fax hte @comcast.net CITY OF RENTON CITY OF RENTON + Standard plans ,, - Standard plans ,p� ® FNjo LST DATE: 10/30/96 NT LST DATE: 12/96 0 z DATE REVISION I BY JAPPRED DWG. NAME: JR -05 SP PAGE: J006 I DATE I REVISION BYl APPR'D - -DWG NAME:.JR- 09A... _SP PAGE: J009 - - - b - .. ,. v ,. .,,... .. "pis ,pg ice., ..,., „ -::d '•r. - ,- .._-�. , ,, �k,�„ t <: ,� � , £ �... � •mss -��' :. 1 5 177 r JM 1 F ~ x n �aa in Z J Z W O 2 � w z _U J U In a. a� v o �z s� 00 oa Q LIJ a a c E � L E M' E �N �i o a� 2 �8 NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 289 minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20 Load Test. JUNCTION BOX DIMENSION TABLE I I L�I �®®,� PLAN VIEW it fflL'I MTN O Ov O Ov ©�� 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" • Frame Diamond Plate Steel - A786 Avd • Lid Support 1 8 °Min. Thick Steel C, L or T. - A36 °O Do d po • Lid Diamond Plate Steel - A786 JUNCTION BOX Anchors Steel Wire or Tee Plate 6" GRAVEL PAD COMPACTED 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Reinforcement ASTM A -82 Steel Ej D0 _ *GALVANIZED STEEL TYPICAL JUNCTION BOX INSTAU_ATON DETAILS LEGEND DETAIL (Mark L) I-�� 0� ®gym_ ®■� ®_ LIGHTING ^ "''"° TS —LT HOOK DETAIL PLAN SYMBOLS ae�wu0. TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND JUNCTION BOX DETAILS I I L�I �®®,� PLAN VIEW it fflL'I EPDXY PO INLINE SPLICE WYE SPLICE ,hI m;p SPLICE KIT ELEVATION VIEW O Ov O Ov ITEM Box MATERIALS 6000 PSI concrete See Notes 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" • Frame Diamond Plate Steel - A786 Avd • Lid Support 1 8 °Min. Thick Steel C, L or T. - A36 °O Do d po • Lid Diamond Plate Steel - A786 JUNCTION BOX Anchors Steel Wire or Tee Plate 6" GRAVEL PAD COMPACTED 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Reinforcement ASTM A -82 Steel Ej D0 _ *GALVANIZED STEEL TYPICAL JUNCTION BOX INSTAU_ATON DETAILS LEGEND DETAIL (Mark L) I-�� m TYPE t' Box SIGNALS T SA a TYPE '11' BOX LIGHTING ^ "''"° TS —LT HOOK DETAIL PLAN SYMBOLS ae�wu0. TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND JUNCTION BOX DETAILS T� L Y ADOPTED Form Letters with 1/8^ Weld Bead Grind off Diamond I 1 -I CITY OF RENTON eaiees» before r °rm' »9 ♦ ♦ Standard plans ILLUMINATION SYSTEM LEGEND NT.. LST DATE: 11/89 ITF rzFVIanM fzv 1A. a DWG. NAME: JR -36 SP PAGE: JO 16 EPDXY PO INLINE SPLICE WYE SPLICE ,hI m;p SPLICE KIT LIGHTING STANDARD & JUNCTION BOX PLAN VIEW STREET I SIDE VIEW (® 7 I O Ov O Ov E 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" 1 4o o del X> d a- Q Avd a 0 I-- 4-7/8" °O Do d po DO m LOAD LINE JUNCTION BOX 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Ej D0 _ FUSE KIT LIGHTING STANDARD & JUNCTION BOX PLAN VIEW STREET I SIDE VIEW (® 7 I O Ov O Ov oOV O 00 ° D Ovp o0 d v0 ep. Oov o Dv D 1 4o o del X> d Avd n Do °O Do d po p dD e v pv p Op IGHT POLE JUNCTION BOX 1 I� 4" DEEP ° D °e Avp u D pp O vo v0 p °d d �d d V0 d d d Ov0 INDIVIDUAL JUNCTION BOX OvOo OODoO`'O ° e ° oa a NOTE: CLASS .'B' CONCRETE p z D TO BE USED IN d o i pao CONSTRUCTION OF PAD G O O a CONCRETE PAD DETAILS OD 1' Y ADOPTED PLAN VIEW CITY of RENTON O Standard plans NZ LST DATE: 10/30/96 REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" ��V-6" ~� MIN. 4 f 1 1,-6" p FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "I" CONCRETE PAD 3' -0 "-I I- 3' -0 " -I 4' FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "II" CONCRETE PAD i 1�41-0 11 1 . 3'-0" 4 } °° eel .a8 ..c FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS Y ADOPTED CITY OF RENTON ♦ !7Ir ,p_ ? Standard plans 7 LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: JO 15 T4 '3 RECOMME ,ED FOR APPROVAL BY' DATE BY ele , A. d, DATE �i e a 4rQ�SMA WAsNyF� C BY DATE ®y z H C HERMAN TRAFFIC ENGINEERING RECORD DOCUMENT y °eReOISTE 15324 Southeast 133rd Court, Renton, Washington 98059 - S /ONAL EN11-7 -� 7 425- 277 - }740 tel. 425- 277. -5718 fax hte @comcast:net BY DATE E%PIRES:.: 01731/09 c0- T- 3t3�ao3 OEGOS?AD7 , ■ , M M aF w m 1 aom o 00 � sQ >- aW W as U0' cc 0 �E Al �N 9I o � a� ao INNN -- — - -- .. — // , E r 2 / h STA. 57 +75.60 C.O.R. STA: 0 +00 2 < 4 5 rfl ��w I Of r .71 k` 7 /1 h 56 4l." " EX. 150 WATT LUMINAIRE AT 30' M.H. TO REMAIN 7 LEGEND POLE ID NO. STREET TYPE M —C —III H.P.S. LUMINAIRE, ARM ( AND ALUMINUM DAVIT STYLE POLE DISTRIBUTION LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) ® WITH CONCRETE PAD AND LOCKING LID NEW 2 — #6, NEW 1 — #8 GREEN - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) 1752C ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD 24.8' LT. * 150 AND LOCKING LID PER DETAIL ON SHEET IL3 AWIRE NOTE 0 10 zo ao O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. EXISTING ILLUMINATION SYSTEM SHALL BE KEPT OPERATIONAL DURING HOURS OF DARKNESS. TEMPORARY SPLICES OF ILLUMINATION CONDUCTORS MAY BE ALLOWED WITH APPROVAL FROM THE ENGINEER. CONSTRUCTION NOTES OCUT ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX AT APPROX. STA. 58 +00 AND PULL BACK TO EXISTING JUNCTION BOX TO SOUTH AT APPROX. STA. 56 +16. INTERCEPT EXISTING CONDUIT AND SWEEP INTO NEW JUNCTION BOX PER WIRING SCHEDULE. REPULL EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS PER WIRING SCHEDULE. OINSTALL FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER DETAILS ON ,SHEETS IL2 AND IL3. FOUNDATION SHALL BE LOCATED TO ENSURE A MINIMUM OF TWO FEET OF CLEARANCE FROM FACE OF CURB TO FACE OF LIGHT STANDARD. NO PORTION OF LIGHT STANDARD BASE PLATE SHALL ENCROACH ONTO SIDEWALK AREA. REMOVE AND REPLACE EXISTING SIDEWALK PANELS AS NECESSARY, ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE, INCLUDING INSTALLING CONCRETE PAD (IF NOT IN �—/ SIDEWALK) AND EXTENDING CONDUITS AS NECESSARY TO MEET LID CLEARANCES SHOWN ON SHEET IL3. SPLICE NEW CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. POLE SCHEDULE POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO, NEW 2 — #6, NEW 1 — #8 GREEN REMOVE EX. CONDUCTORS 1 1752C SUNSET 57 +39.5 24.8' LT. * 150 M —C —III 30' 8' EX. NEW 2 — #8; NEW 1—#8 GREEN * APPROXIMATE, SEE CONSTRUCTION ;NOTE NO. 2 FOR OTHER 'OFFSET REQUIREMENTS. WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 EX. " EX. 2 - #6, EX. 1 — #8 GREEN REMAINS UNCHANGED 2 EX. 2" NEW 2 — #6, NEW 1 — #8 GREEN REMOVE EX. CONDUCTORS 3 NEW 2" PVC (SCHEDULE 40) NEW 2 — #6, NEW 1 — #8 GREEN INTERCEPT & REROUTE EX, CONDUIT 4 - NEW 2" PVC (SCHEDULE 40) EX. 2 — #6, EX. 1—#8 GREEN INTERCEPT & REROUTE EX. CONDUIT 5 NEW 2" PVC` (SCHEDULE 40)' NEW 2 — #8; NEW 1—#8 GREEN 6 EX. 2" 1 EX. 2 — #6, EX. 1—#8 GREEN REMOVE AND REPULL EX. CONDUCTORS Z To 31380 RECOMM BED FOR APPROVAL �Mp AS &, Tl CRECORD DOCUMENT B DATE gZ Z H C HERMAN TRAFFIC ENGINEERING BY Cs�,.•/%7. �q DATE 6 •t °•a 30730 r.� BY DATE BY DATE oFSSrONAL C 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte @comcast.net Z Co T- 31j801 BPiMN1�' DEC p d 2147 •�r - FK' �