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Home My WebLink AboutzT-3347SetLEGEND 0 UTILITY NOTES EXISTING PROPOSED MOUNTING - - — -- PROPERTY LINE - A 3333B R.O.W. CENTERLINE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH — — — EASEMENT MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2 EX. OVERHEAD UTILITY LINES SHALL BE REMOVED LOCATE ON QUEEN AVE NE. 3.91 WATER MAIN - - 8- — s-- SEWER MAIN - - 12 ED— 4 NEW TELEPHONE PEDESTAL (BY QWEST) — o'- STORM DRAIN 'c� 450 FIRE HYDRANT B3 ® WATER METER D4 H GATE VALVE O 6 SEWER MANHOLE STORM CB O ® STORM MANHOLE - - - E - - - E ELECTRICAL LINE - - - T - - - T TELEPHONE LINE - - -�-- G GAS LINE P Q POWER VAULT UTILITY POLE o I F' N o I W 3 I LLj II oz it N f W, ui I M ( N II p � I I I �- I II 1 I I II I� I I I I I o 1 p 3 O f I I I N 5 , I �t In I NOTE 0 UTILITY NOTES THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS BALLAST MOUNTING SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 1 EXISTING UTILITY POLE SHALL BE REMOVED UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES A 3333B (BY QWEST) TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ELECTRONIC POLE MTD MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2 EX. OVERHEAD UTILITY LINES SHALL BE REMOVED LOCATE ON QUEEN AVE NE. 3.91 (BY QWEST) CALL 48 HOURS BEFORE YOU DIG 3 NEW POWER TRANSFORMER (BY PSE) 1-800 -424 -5555 4 NEW TELEPHONE PEDESTAL (BY QWEST) POLE MOUNTED STREET LIGHT, FULL CUTOFF OPTICS, 5 UNDERGROUND POWER, TELEPHONE, AND CABLE TV GE M400A 40OW 450 UTILITY TRENCH. LOCATE ON NE 4TH ST. CONTRACTOR TO PROVIDE TRENCHING, CONDUIT & HPS LAMP, FLAT GLASS LENS, TYPE 3 OPTICS, BACKFILL PER UTILITY PROVIDER REQUIREMENTS POLE: 40' DAVIT POLE W /8' ARM 6 OWNER, CONTRACTOR, AND UTILITY PROVIDER TO COORDINATE WITH NEIGHBOR REGARDING NEW FUSED SERVICE CONNECTION EX. UTILITY POLE TO REMAIN 7 CABLE TV HAND HOLD 8 NEW GAS METER. CONTRACTOR TO COORDINATE WITH PSE REGARDING SERVICE LINE EX. RESIDENTIAL 13 0 O O E3 ri n SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA PROJECT TEAM LUMINAIRE SCHEDULE CALLOUT CITY POLE # LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT WATTS VOLTS NOTE 1 A 3333B (1) 10OW HPS POLE MOUNTED STREET LIGHT, FULL CUTOFF OPTICS, ELECTRONIC POLE MTD GE M250A 10OW 115 TBD LOCATE ON QUEEN AVE NE. 3.91 10.68 HPS LAMP, FLAT GLASS LENS, TYPE 2 OPTICS, POLE: 35' DAVIT POLE W /8' ARM B 3327H (1) 40OW HPS POLE MOUNTED STREET LIGHT, FULL CUTOFF OPTICS, ELECTRONIC POLE MTD GE M400A 40OW 450 TBD LOCATE ON NE 4TH ST. HPS LAMP, FLAT GLASS LENS, TYPE 3 OPTICS, POLE: 40' DAVIT POLE W /8' ARM FUSED FAI LIGHTING NUMERIC SUMMARY Label ColcType Units Avg Max Min Avg Min QUEEN AVE NE Illuminance Fc 0.73 1.56 10.18 4.06 NE 4TH ST Illuminance Fc 1.87 3.91 10.68 2.75 y y "'d ,. I !ice 0 o a o 0 0 o a o 0 0 0- i -- I —I ❑ -- — — -- -- 1 Ole 0 29 03 20 OWNER / DEVELOPER LE DEVELOPMENT CONTACT: ALEX LE PHONE: (425) 503 -2182 ARCHITECT WU ARCHITECTURE 8817 NE 116TH PLACE KIRKLAND, WA 98034 CONTACT: PAUL. WU PHONE: (425) 503 -2182 CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE; (206) 923 -0590 SURVEYOR GEOpIMENSIONS 62)0 FAIRWAY PLACE SE SNOQUALMIE, WA 98065 CONTACT: KEN GREEN, PLS PHONE: (425) 458 -4488 I I I + 1 I 120 t 033 0I3 9 Li I0.27 0.44 0,5 41 d� , ° I z 1 UUJ 1 041 0,62 0 4 W0.71 0.81 1 — — — — W o to o 0.62 I 0.91 1,� E=::] m o ° I ° a -191111111 ml , I o ° °a ° , i + f 0,58 1 Sao i d2 ° 0. NEW STREET LIGHT PER DTLS. ON SHT. C1.6 1 1 HT= 35' WATTAGE = 10OW HPS NEW RETAIL BUILDING 0.44 0,68 0,90 0, UPPER FF = 372.0 2° PVC, SCH.40 CONDUIT LOWER FF = 362.0 0,41 0,63 0,10 0. ° -� I RELOCATE EX. STREET LIGHT JUNCT. BOX ° I I - o 1p o CONTRACTOR TO PROM E NEW CONDUIT _ y HT I 8 -0 CONTRACTOR PULL NEW WIRE' NECESSARY. oHT " I I "T NT CONNECT THE 2 NEW STREET LIGHTS TO THIS BOX ._ NEW STREET LIGHT PER 0,53 0,78 0 9 i,l EX. STREET LIGHT ° ALUM. POLE � DTLS. ON SHT. C1.6 I c) 40', 40' HT= 40, 8 ARM WATTAGE= 40OW HPS 0.64 0 89 i 1 1.40 �; WATTAGE= 400W HPS I' � � I 0.66 X1.94 X1,25 � 1.6 x I PF DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fox 206.923.3507 mail office ®terraformadesigngroup.com d1: mm 9 REVISED STREET LIGHTING 8 REVISED STREET LIGHTING 7 REVISED STREET LIGHTING NO. REVISION 1 , F , ' CITY OF RENTON STREET LIGHT PERMIT #0070144 SURVEYED: SCALE: DATE' GEODIMENSIONS VERTICAL- NAVD 19e8 1/20/06 6174 it PAD 1" = 20' HORIZONTAL' NAD 1983/1991 a; , ... CITY OF LE DEVELOPMENT DESIGNED: � FlELDBOOK: PAD 0 22 0 PAD "u R E N TO N PAGE: DRAWN: DRAWING NO: PAD 9/26/07 PAD PAD ONE INCH l DATUM PAD 9/17/071 PAD CHECKED: PAD ATr FlLLSCALE I Planning /Building /Public Works Dept. C1.5 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY COMPOSITE UTILITY PLAN & STREET LIGHTING PLAN SHEET. 5 OF: 8 9 TT -33001 06"t k,-S34714 cb-- Q- 3347o4 WOW , �J r m M l J C r 0 ' z o � o � M 0 m W d 1/2 "X4" EXPANSION MATERIAL 1/4 "R AT JOINTS _ SCORE LINES TO BE RADIAL TO CURB AND GUTTER + 112 "X4" EXPANSION MATERIAL 1/4 AT JOINTS "W" -WIDTH OF SIDEWALK JOINTS ' EXPANSION MATERIAL 1/4'R AT CEM CONC. CURB AND GUTTER SCORE LINES B 6' MIN w x m 2 (TYp) x z a v ma 1" CURB AND GUTTER SHOWN HOWE OTHER 2 A R CURBS MAY BE USED. (SEE STANDARD SEE DETAIL "A" \ J PLANS) SECTION A -A ` 10' COMMERCIAL ZONE 5' 1/2 "X5" EXPANSION MATERIAL CURB RESIDENTIAL ZONE 1 /4 " /FT. SLOPE RETURN ONLY THICKENED BASE OF CURB &GUTTER TO MATCH APPROACH THICKNESS ON COMMERCIAL 1/2 R APPROACHES. (TYP) NOTES: — —6" -/16" SCORE LINE 1�' 1. DUMMY IN THICKNESS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 70' C /C. THEY SHALL NOT BE LESS JOINT 4" PAVEMENT AS PER PLANS THAN 3/76" IN THICKNESS AND SHALL BE 2 -1 /4" DEEP. STANDARD CEM. CONC. CURB AND 1/2 "R t /4 ° /FT. SLOPE 2, 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN GUTTER 4" / 1/2 "R CURB /GUTTER TO DUMMY JOINTS. PAVEMENT AS PER PLANS SECTION A -A % 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. — 4. ALL JOINTS SHALL BE CLEANED AND EDGED. GENERAL NOTES: 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL WITH DETAIL A PARKWAY STANDARD CEM. CONK. STANDARD CURB SEE DETAIL 'A" CURB AND GUTTER (SEE MONOLITHIC CURB ,PINTS: DUMMY JOINTS SHALL XT PLACED NOT TO EXCEED is' LINE NOR LESS THAN 1tl c /c. THEY SHALL NOT BE LESS THAN 3/S 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. IN THICKNESS AND SHALL BE EXTENDED 2° BELOW THE GUTTER LINE 1/2' IHRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY EN INTER AND SHALL EXTEND V BELOW CONCRETE SEE NOTE 5 SECTION B —B 7. APPROACH CENTERLINE i0 MATCH THE DRIVEWAY /ALLEY CENTERLINE, THE APPROACH WIDTH WILL BE 10' WIDER WHERE THE SIDEWALK BE IS TO BE PLACED AGAINST THE CURB AND GUTTER. THE JOINT SHALL IO A COLD .PINE T /BE L CED AT IN1 THAN THE DRIVEWAY/ ALLEY WIDTH. MATERIAL SHALL BE WALKED FROM P.C'S TO P.T.'S AT ALL CURB RETURNS 1/2'x4" EXPANSION MATERIAL SHALL BE PLACED AT THE C FOURTH MIX FOR PANEL B. NEW DRIVEWAY CONSTRUCTION CAN BE ACCOMPLISHED USING EITHER OF TWO CRITERIA FOR DEPTH OF CONCRETE THE CONCRETE NIX FOR SDEWALI(s SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4') x1n4 NR ENTRAINMENT. AT THE CURB. THIS SECTION OF THE DRIVEWAY CAN DE CONSTRUCTED WITH A MINIMUM DEPTH OF 10" OF THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2' TOOLED FINISH. CONCRETE AT THE CURB OR A MINIMUM OF 6" OF CONCRETE AT THE CURB WITH A MINIMUM OF TWO (2) $4 REBAR SECTIONS PLACED WITHIN THE DRIVEWAY PORTION OF THE CURB. CEMENT CONCRETE APPROACH SUBGRAOE COMPACTION SHALL BE 90% (NOOIFlEO PROCTOR). CONCRETE SIDEWALK FOR DRIVEWAYS AND ALLEYS TTY p ADOPTED CITY OF RENTON tiiY p ADOPTED ♦ ♦ O'er CT17 OF RENTON STANDARD PLANS ♦ ♦ O LST DATE:. O STANDARD PLANS UST DATE:. DWG. NAME: FR -02 SP PAGE:. F007 DWG. NAME: FR-01N SP PAGE:, F006 e MODEL HAPCO Series 21 and Series 22 Alum. Street Light Std. and Most Arm or Equal COLOR Aluminum, Satin Ground Finish (no paint) FUSE CONNECTOR KIT Model 1791 -SF SEC Connector Company, or Equal FUSES BUSSMAN or E ual POLE HEIGHT 40 Feet for NE 4th Street, 35 feet for Queen Avenue POLE TYPE Tapered Aluminium Tub 0.188 Wall Alloy 6063.T6 REQUIRED OPTIONS Duplex Receptacle (DR) Photoelectric Cell switch from manufacturer is NOT acceptable PHOTOELECTRIC SWITCH Per WSDOT Std. Specification 9- 29.11(2) OPTICAL SYSTEM N A SPACING See Composite Utility Plan - Sheet C1.5 UTILITY BOX Concrete J -box with metal lid marked "ELECTRICAL" (see CK -R.46) POWER To be provided by Puget Sound Energy (Use Power Supply from Ex. Street Lights) 120V for duplex receptacle, 240V for the Street Light CONDUIT 2" PVC from Service Dissconnect 2" PVC between J -Box and Street Light BULB I High Pressure Sodium, Pattern M -C III, 40OW for 4th St. 10OW for Queen WIRING he contractor is responsible for installin wire that meets NEC standards for current. se 8 min. conductor size. PERMIT A Be arate a ec ri COT TeFM T- from e I Is REQUIRED. * CONTRACTOR SHALL SUPPLY SHOP DRAWINGS OF THE STREET LIGHTING IMPROVEMENTS TO TERRAFORMA AND THE CITY INSPECTOR FOR APPROVAL PRIOR TO ANY CONSTRUCTION. ** CONTRACTOR SHALL LOCATE AND FIELD VERIFY A SUITABLE POWER SOURCE FOR THE NEW STREET LIGHTS. (I )STREET LIGHT SPECS. SCALE: N.T.S. J -11 TYPE t AND 2 HANDHOLF- LOCKING DEVICE 3/8" X 2" LONG PIN HEX 1/2" DIA,M. HOLES ( SECURITY SCREW S.S. (TYP.) COUNTERSUNK 14" X 19" AND 17" X 28" r`- GALVANIZED.HANDHOLE LID DRILL THREA0 FDR - 3/8" DIAM. 801, VD — GALVANIZED STEEL BAR 1" WIDE, 1/2" THICK )JUN ION BOAC - LOCKING LID SCALE: N.T.S. 0.188 WALL BRACKE- ALUM, ALLOY 6063 -T6 1/2" SNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT -- 4-1/2° -- 0.0. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH _ SIZE AS REQUIRED 4 -1/ 2 Y" O.D. 2" N.P.S. SLIPFITTER 5' -9" FAAD'IUS 1' I 23'- 3" 28' -3" 33'- 3" SHAFT 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS MAX. BASE FLANGE ALLOY 356 -T6 W;TH i- GROUND LUG BOLT COVERS & S.S. SCREWS DETECTABLE WARNING PATTERN AREA (SEE STTD. D. P LAN F -3) 2 o, P -6" o-, [�-11 -1/4" S0. 11" TO 12" DIA. A RAMP BOLT CIRCLE 1 7/16" PATTERN (SEE DETAIL) 4 12" BOLT ABOVE 4" CONCRETE PAD FINISHEDD GRADE (4) 1 "x42" BNC GALV. STEEL CHECKED: PAD /4 ANCHOR BOLTS WITH NUTS 4' AND WASHERS AP PR APPROVED° 4" 2' 25'- 0" 30' -D" 35' -0" 40'- 0" STANDARD 25- 40 FOOT DAVIT POLE �K O ADOPTED CITY OF RENTON ♦ STANDARD PLANS 'FI `1,SO� LST DATE: 10/30/96 DWG NAME: JR -01 SP PAGE: .1002 9 REVISED STREET LIGHTING 8 REVISED STREET LIGHTING 7 REVISED STREET LIGHTING NO. REVISION 4' -0 "MIN. 6' -0 "MIN. LANDING RAMP 2' - 0, 2% 4 .. a CEMENT CONCRETE . SIDEWALK DETECTABLE WARNING PATTERN (SEE DETAIL) SECTION O SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N. RGE. 5E, W.M.. KING COUNTY. WA TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 3) IJUMtIKIG wcw MIN. MAX. 3/8" EXPANSION 1 5/8" JOINT DETECTABLE WARNING PATTERN AREA (SEE STTD. D. P LAN F -3) 2 o, P - SHALL BE YELLOW, IN COMPLIANCE o-, WITH STD. SPEC. 8- 14.3(3) 4' 3/4" A RAMP D" MrN DETECTABLE WARNING 1 7/16" PATTERN (SEE DETAIL) e 4 Al i4 1, 8 n a' PLAN a C T °, IS / 5 0" I 5 \ 2 - 0" CROSSWALK (SEE STD. PLAN H -5c) -.1 (�_ RAMP DETAIL TRUNCATED DOMES (SEE NOTE 21 FOR SIDEWALK RAMP ELEVATION DETECTABLE WARNING PATTERN DETAIL NOTES: 1. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dome dimensions and spacing shown. 3. Curb and gutter shown, see the Contract Plans for the Curb design specified. See Std. Plan F -1 for curb details. 4. The plan views for SIDEWALK RAMP TYPES 18, 1C & 1D are provided to define each romp type. See the RAMP DETAIL on this shat. See Std. Plan F -3 for sidewalk joint placement and details. SIDEWALK RAMP 5. Ramp slopes shall not be steeper than 12H:1V. RY p ADOPTED V CITY OF RENTON STANDARD PELVIS O LIST DATE:. F010 DWG. NAME: —F85A- SP PAGE: F 3a TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRE -iE PAD —. A8 BARE COPPER GROUND WIRE 1 #8 GROUND WIRE —� 2 - _IGH1ING SYSTEM - VARIES TO CONTACTOR (SIZED AS REa'D.) 5/8 "x8' COPPER CLAD GROUND ROD FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL GROUND LUG 2" MIN. GROUT CNDEER POLE BASE TO _UMINAIRE 1/4" MINIMUM DRAIN HOLE _ I �— GROUND ,1 CLAMP 4' PVC CONDUIT SYSTEM C ONCRETE =OUNDATION 3' SO. OR DIA. CONCRETE LEVEL TION TO BE P OF SIDEWALK s. TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED CITY OF RENTON 9 N _ = STANDARD PLANS ONTO AST DATE: 04/01 DWG. NAME: J007 SP PAGE: J007 MIN. MAX. A 1 5/8" 2 3/8" B 5/8° 1 1/2" C 7/76" 3/4" D 7/8" 1 7/16" T °, IS / 5 0" I 5 \ 2 - 0" CROSSWALK (SEE STD. PLAN H -5c) -.1 (�_ RAMP DETAIL TRUNCATED DOMES (SEE NOTE 21 FOR SIDEWALK RAMP ELEVATION DETECTABLE WARNING PATTERN DETAIL NOTES: 1. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dome dimensions and spacing shown. 3. Curb and gutter shown, see the Contract Plans for the Curb design specified. See Std. Plan F -1 for curb details. 4. The plan views for SIDEWALK RAMP TYPES 18, 1C & 1D are provided to define each romp type. See the RAMP DETAIL on this shat. See Std. Plan F -3 for sidewalk joint placement and details. SIDEWALK RAMP 5. Ramp slopes shall not be steeper than 12H:1V. RY p ADOPTED V CITY OF RENTON STANDARD PELVIS O LIST DATE:. F010 DWG. NAME: —F85A- SP PAGE: F 3a TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRE -iE PAD —. A8 BARE COPPER GROUND WIRE 1 #8 GROUND WIRE —� 2 - _IGH1ING SYSTEM - VARIES TO CONTACTOR (SIZED AS REa'D.) 5/8 "x8' COPPER CLAD GROUND ROD FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL GROUND LUG 2" MIN. GROUT CNDEER POLE BASE TO _UMINAIRE 1/4" MINIMUM DRAIN HOLE _ I �— GROUND ,1 CLAMP 4' PVC CONDUIT SYSTEM C ONCRETE =OUNDATION 3' SO. OR DIA. CONCRETE LEVEL TION TO BE P OF SIDEWALK s. TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED CITY OF RENTON 9 N _ = STANDARD PLANS ONTO AST DATE: 04/01 DWG. NAME: J007 SP PAGE: J007 0A 6 1-7-- VERTICAL NAVO 1988 HORIZONTAL- NAD 1983/1991 DeATUM GENERAL NOTE See Standard Plan F -3 for Curb Expansion and Contraction Joint spacing. 6 1/2" FACE OF CURB 1/2" R. 1" R. MATCH ROADWAY a SLOPE e r 0 1/2 R. v Ge N < ...d . . v v. 4 ; A' V a v 4 1' -6" C,•ONCRETE CURB & GUTTER ti2Y p ADOPTED CITY Or R@1" STANDARD PLStiB R IST DATE:. DWG. NAME: F001 SP PAGE:. F -1 i I SURVEYED: GEODIMENSIONS SCALE: 1„ _ 20, CITY OF RENTON ( 6 �t DESIGNED: A D 71 PAD 10/22/07 PAD PAD 9/26/07 PAD DRAWN: PAD ON� PAD 9/17/07 PAD CHECKED: PAD /4 AT FULL SCALE 1 IF NOT ONE INCH SCALE ACCORDINGLY BY DATE AP PR APPROVED° 0A 6 1-7-- VERTICAL NAVO 1988 HORIZONTAL- NAD 1983/1991 DeATUM GENERAL NOTE See Standard Plan F -3 for Curb Expansion and Contraction Joint spacing. 6 1/2" FACE OF CURB 1/2" R. 1" R. MATCH ROADWAY a SLOPE e r 0 1/2 R. v Ge N < ...d . . v v. 4 ; A' V a v 4 1' -6" C,•ONCRETE CURB & GUTTER ti2Y p ADOPTED CITY Or R@1" STANDARD PLStiB R IST DATE:. DWG. NAME: F001 SP PAGE:. F -1 4" DEEP I I I� I ) I 6• • - . • Iii F z TT SIDE VIEW LIGHTING STANDARD & JUNCTION BOX — PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE 0 BE USED IN CONSTRUCTION OF PAD CITY 0 E AN RENTON Planning /Building /Public Works Dept. i I ADOPTED p�.q CITY OF RENTON ♦ I♦ ,.��I STANDARD PLANS Xs 3. DING. NAME J008 SP PAGE: J008 'Ti "FJ C) d W G7 STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP I I I� I ) I 6• • - . • Iii F z TT SIDE VIEW LIGHTING STANDARD & JUNCTION BOX — PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE 0 BE USED IN CONSTRUCTION OF PAD CITY 0 E AN RENTON Planning /Building /Public Works Dept. 1' c � TOP OF ROADWAY 1 � 1/20/06 nELDBOOK: PAGE: DRAWING NO: C1.6 SHEET: c OF: Q I ti n s F z CONCRETE PAD DETAILS `� p ADOPTED p�.q CITY OF RENTON ♦ I♦ ,.��I STANDARD PLANS /�.�, 10 [ST DATE: 04/04 DING. NAME J008 SP PAGE: J008 1' c � TOP OF ROADWAY 1 � 1/20/06 nELDBOOK: PAGE: DRAWING NO: C1.6 SHEET: c OF: Q I ti n s F z J N h7 rn � J b m Q O (T1 O 2y o ,B > o O o 'Ti "FJ C) d W G7