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HomeMy WebLinkAboutzT-3024SetNQ I Nw d w .U� MVQ LU 1 0 w X Uj w � a im N 0 0 N O 0�4 a F64, vw w < Z) V) H Cn W OC J J �r .j Z CL Z 0 Q Z 'E mE Q'N C C C a `- c� a 9� W W a 0 m 0 V) cr 100 WATT LL AT 25' M.H. CONSTRUCTIC (LAURELHUR<, PORTION N.E. 1/4, N.W. 1/4, SEC. 15, T`WP. 23 N., RGE. 5 E., W.M. POLE SCHEDULE POLE N0. a° STREET � v I' N_ 00� MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE 1 L,J �W a a U ry �C 100 C a �E 25' 6' 'E mE Q'N C C C a `- c� a 9� W W a 0 m 0 V) cr 100 WATT LL AT 25' M.H. CONSTRUCTIC (LAURELHUR<, PORTION N.E. 1/4, N.W. 1/4, SEC. 15, T`WP. 23 N., RGE. 5 E., W.M. POLE SCHEDULE POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE 1 27748 DUVALL AVE. N.E. 5 +18 23.5' RT. 100 M —C -111 25' 6' A #0087 2 2776B DUVALL AVE. N.E. 3+68 23.5' RT. 100 M — C-- I I I 25' 6' A #0087 3 2778B DUVALL AVE. N.E. 1 + 98 27.5' RT. 100 M — C -111 25' 8' A #0087 4 2780H N.E. 4TH ST. 47 +40 39.5' RT. 400 M —C -111 40' 10' 1 SIGNAL WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40) 2 — #8, 1 — #8 GREEN 2 1.5" PVC (SCHEDULE 80) 2 — #89 1 — #8 GREEN 3 EXISTING 1.5" 2 — #8, 1 — #8 GREEN UNDER CONSTRUCTION 4 1.5" RMC 2 — #10 5 1.5" PVC (SCHEDULE 80) 2 — #109 1 — #8 GREEN 6 1.5" PVC (SCHEDULE 40) 2—#109 1—#8 GREEN - 7 1.25" RMC 2 — #10 INTERCEPT AND SWEEP UP EXISTING CONDUIT 8 EXISTING 1.5" 2—#10 ROLL 1'9,.7 EXISTING 400 WATT LUMINAIRE AT 40' M.H. TO REMAIN r 1 i ..Lr w EXISTING 400 WATT LUMINAIRE AT 40' MH. TO REMAIN 6 i EXISTING ,-- ---------- ------ - -- N N.E. 4TH ST., STA. 50 +00.00 = DUVALL AVE. N.E., STA. 0+00.00 s a f e B 0 LEGEND TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE OR TIMBER POLE LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD ELECTRICAL SERVICE CABINET PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE CONSTRUCTION NOTE T -30 ?401 CONSTRUCTION NOTES 1O ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. SPLICE NEW ILLUMINATION CONDUCTORS TO ILLUMINATION CIRCUIT UNDER CONSTRUCTION. 2O DISCONNECT AND REMOVE EXISTING CONDUCTORS TO EXISTING TIMBER LIGHT STANDARD, INCLUDING AERIAL SPAN TO WEST. INTERCEPT EXISTING CONDUIT AND SWEEP TO NEW JUNCTION BOX LOCATION. INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD. RECONNECT EXISTING LUMINAIRE. 3 INSTALL RISER ON EXISTING TIMBER LIGHT STANDARD AND SWEEP TO NEW JUNCTION 80X LOCATION. INSTALL CONDUIT AND CONDUCTORS PER WIRING SCHEDULE FOR NEW UNDERGROUND FEED. INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD. EIrN�! 01 L E I I -A•eY RECOMMENDED FOR APPROVAL BY DATE�� z o0 BY AAVI DATE (Lnnn& BY new HIE HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425- 277.1740 tel. 425. 277 -5718 fax htefcomcast.net �r,11NNEp APR � � • '�, % t i'c a M V� l 0 � ._. � a 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 SIZE AS REQUIRED 8 i`I 0 2 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 SIZE AS REQUIRED �� 8 '`I 0 2 N R/W LINE SIDEWALK CURB 25' 30' 35' 40' 4 1 /2" 2" N.P.S. CENTER OF 4 -1 /2" 2" N.P.S. SL 18 3 -3 so 23 11 -359' 3 28 —3 w O.D. SLIPFITTER T O.D. SLIPFITTER 1 0.188 0.219 ROADWAY J 1/2" BNC LOCKBOLT 5' -9" RADIUS 1/2" BNC LOCKBOLT 5' -9" RADIUS VARIES GR. 18- 8 S.S. GR. 18- 8 S.S. FLUSH JOINT 1-2 FLUSH JOINT 1' -2' CURB 4-1/2" O.D. / 4 -1 2" O.D. / SIDEWALK Of LLJ —j �C R/W LINE •. Q � 10' MIN. TAPERED ALUM. POLE TAPERED ALUM. POLE CLEARANCE FROM DRIVEWAY 2' TO 4' OVERHANG Z 0.188 WALL ALLOY 6063 — T6 0.219 WALL ALLOY 606 3— T6 ALTERNATE PLAN VIEW p SATIN GROUND FINISH 25'_0„ SATIN GROUND FINISH 40' -0" ,H, VARIES V) L „d 18' -3" 331-3" 'SL' Z SHAFT SHAFT FA r_F nt` r_I JPIP Tn J m J � H 25' 30' 35' 40' CENTER OF OLEv SL 18 3 -3 so 23 11 -359' 3 28 —3 w 339— 3 T 0.188 1 0.188 0.219 1 0.219 J I 1' -2'� „ TAPERED ALUM. POLE 2' TO 4' o OVERHANG f; 151 HANDHOLE. 4x6 OPENING 151 HANDHOLE. 4 x6 OPENING T WALL ALLOY 6063 —T6 W /COVER AND S.S. SCREWS 8 0•D• W /COVER AND S.S. SCREWS 8 O.D. SATIN GROUND FINISH , H SIDEWALK MEANDERS STREET LIGHT CONDUIT BASE FLANGE ALLOY 356 —T6 WITH �— GROUND UG BASE FLANGE ALLOY 356 —T6 WITH GROUND UG HANDHOLE 4 "x6" 'SL' ON DUVALL AVE. N.E. TRENCH DEPTH 24" BOLT COVERS & S.S. SCREWS 1 , -6„ BOLT COVERS & S.S. SCREWS 1,_6„ OPENING W /COVER & S.S. SCREWS. �-I I�• --11 -1 /4" SQ. —•I I� --11 -1 /4" SQ. GROUND LUG TYPICAL STREET LIGHT 11" TO 12" DIA. 11" TO 12" DIA. INSIDE POLE FOUNDATION LOCATION 1' -6" Q.-&j BOLT CIRCLE 4 1 2" OF BOLT ABOVE BOLT CIRCLE 4 1 2" OF BOLT ABOVE ° ; 4" CONCRETE PAD FIN HED GRADE 4" CONCRETE PAD FINI HED GRADE - Z �'C 4 1 " BNC GALV. STEEL 4 1 " BNC GALV. STEEL ` a 00 of C) () 3 a ANCHOR BOLTS WITH 4v ANCHOR BOLTS WITH 4 STREET LIGHT �•' }-- Z .� NUTS AND WASHERS 4„ f -i NUTS AND WASHERS 4„ CONDUIT TRENCH DEPTH 24" L� ALTERNATE STREET CROSS SECTION U Elf cE (MODIFIED) STANDARD 25 FOOT DAVIT POLE STANDARD 40 FOOT DAVIT POLE LIGHT BASE AND JUNCTION BOX LOCATIONS 'E N11 E %ja ADOPTED ADOPTED A's .� ♦ ♦ CITY OF RENTON ♦ ♦ =Y OF RENTON ADOPTED Crff OF REN"N _° 0 Standard plans Standard plans Standard plans E LST DATE: 10/30/96 LST DATE: 2— Oct -87 LST DATE: 12/96 DATE REVISION I BY JAPPRwpl DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION I BY APPR DWG. NAME: JR -04 SP PAGE: J005 DAB I REVISION IBY LAPPRYDI DWG. NAME: JR -35 SP PAGE: J014 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS o VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 R OR ABOVE. CONCRETE PAD 3' — 0" I�--1' -6" 7' -0" VARIABLE -- MIN. 2" NUMBERING EXAMPLES BRACKET CABLE 1 P 0 .019-691 101 2 5 4 „� 1 1 + dr�w 3 6 T •: 4 7 ' f • •o •o 0 C8 �- � a L V1 2” BY 3/4" SUFFIXED PREFIXED REDUCING WASHER CITY PUGET POWER FRONT VIEW SIDE VIEW = z = OWNED OWNED TYPICAL JUNCTION BOX "B" CURB CONCRETE PAD a 3 4" R OM E X 0 1 Imo-- 3' — 0" �I I —3'— 0 " ----) / 4" CONNECTOR �~ W MOUNTING -+- 9�, T a WITH LOCKNUT HEIGHT F 3 4 15 FEET 450 RECOMMENDED FOR APPROVAL ° } TRAFFIC FRONT VIEW SIDE VIEW BY DATE M a SINGLE OR DOUBLE MAST FLOW ARM AS REQUIRED 6Y DATE 13/4 —2" TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: „.4 1.0 4:_ 019 1-* — 3' — 0— .— .�r��ti RELECTORIZED , T FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 — 2 2No - -3" z OR WHITE LEGEND 0 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK (n ARE ON SAME CIRCUIT FRONT VIEW SIDE VIEW W7 � BACKGROUND s GISTE�'°���►�' cr /OM EN li -� -•Y MAST ARM WIRING DETAIL E„� �,,�,,�, TYPICAL CONCRETE PAD DETAILS STREET LIGHT STANDARD STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM ADOPTED ADOPTED HERMAN TRAFFIC ENGINEERING �r or = ON Cr or 11oN ADOPTED carer OF MTOir • • 15324 Southeast 133rd Court Renton Standard lens Standard lane � , Washington 98059 P P Standard plans � '0 "� •� LST DATE: 10/30/96 LST DATE: 12/96 LST DATE: 10/30/96 425- 277 -1740 tel. 425- 277 -5718 fax htefcomcast.net i DATE I ON I ay LAM' DWG. NAME: JR -05 SP PAGE: J006 W. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 PR SC JmF,o APR 2 9 0 s • • NOTES: LIGHTING STANDARD & JUNCTION BOX o b All dimensions are minimum. Exact configurations vary among different manufacturers. WEP 11 — M The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7 Boxes shall be 28X minimum of overall thickness. s Lid support members shall be welded to the frame. O O v O 0V ° ° O v 0 4 • D 4000PSI concrete is allowed if box reinforcement consists of 6 X 6– W3 X W3 welded d O o D O °° O o o v• by O o e wire fabric welded to the frame. •v4 o v a • 4 •° When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep ao O 0 • D ° z D o4 extension boxes. PLAN VIEW ° v When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 a O p •O 3 0. gage divider plate complete with fasteners. s a a o Non – concrete Boxes may be submitted for approval. Evaluation will include an H -20 a O t o 0 e 0 Load Test. o • •� • e O so o v sv d 010 A J JUNCTION BOX DIMENSION TABLE r- C -=j STREET LIGHT POLE JUNCTION BOX LOU -- X d MOMIK ITEM Q TYPE 1 :D 0 Cy kTMAR A U) A :z 22" I•-- 0 33 W Box Outside Width Q U Z 17 J C Z � J 18" 19" 28" IV MOMIK ITEM BOX TYPE TYPE 1 TYPE 2 kTMAR A ALTERNATE B A Box Outside length 22" 22 33 B Box Outside Width 17 17 22 1/2- C Box Inside Length' 18" 19" 28" Box Inside Width 13" 14" 17" Lid Length 18" 18" 26 1/2" Lid Width 13" 13" 17" G Box Depth 12" 12" 12 Lid dt Frame Depth 5/16" 5/16" 5/16" J Wall Thickness Min, 1 1/2" 1 1/2" 1 1/2 " Wire Reinforcement W-3 W— 2.5 W— 2.5 Legend I See Detail See Detail ISee Detail * o ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel — A786 Lid Support 1 "Min. Thick Steel C, L or L - A36 Lid Diamond Plate Steel — A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel 1 L 1' [064— PLAN vlEw SIDE VIEW v d v v p P o 0 4" DEEP 4 O 0• ev o ��U ..�. = O ° b e 1; O o v vO nova O• e ELEVATION VIEW Ovo 'C�j 0 oe 0 T". 77 Vw GRAVEL PAD INDIVIDUAL JUNCTION BOX COMPACTED 4) o *GALVANIZED STEEL Ip v 00 O '0 b, ,o p v 0 Q TYPICAL JUNCTION BOX INSTALLATION DETAILS D v to z �E o • ° Oe °D NOTE: CLASS 'B' CONCRETE © TO BE USED I N Q LEGEND DETAIL (Mork L)'-� TYPE •I' Box z D }-- Z ._� - SIGNALS 0 TYPE •N' Box e i De0 CONSTRUCTION OF PAD 1i w LIGHTING Man " 1%An 4 �' o O T L1J a � TS–LT HOOK DETAIL PLAN SYMBOLS J U � a "'"` o o TELEMETRY AMC SIGNAL SYSTEM LEGEND v, E o 0 0 ov v o 1 CONCRETE PAD DETAILS _ ku JUNCTION BOX DETAILS v mE �'` E ADOPTED 1' ADOPTED C Farm Letters with 1/80 Weld CITY OF RENTON PLAN VIEW errY OF RENTON I Bead. Grind off Diamond I,- aetters. before forming ��`°� ♦ Standard plans ♦ ♦ Standard plans E �; ILLUMINATION SYSTEM LEGEND LST DATE: 1 1 /89 LST DATE: 10/30/96 a DATE REVISION 8Y APPR DWG. NAME: JR -36 SP PAGE: J016 DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: JO08 M ore o EPDXY FILL EPDXY FILL %3102403 9j INLINE SPLICE - WYE SPLICE L E SPLICE KIT FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. OR EQUAL = TYPICAL DESIGN "B" a JUNCTION BOX „ 1 /4 MINIMUM SPLICE KITS GROUND LUG DRAIN HOLE CLEAR EPDXY SPLICE „ Of WIRE RU S RUNS 2 UNDERGPOLE TOP OF CONCRETE a_ 4" CONCRETE BASE FOUNDATION TO PAD TOP OF SIDEWALK 5 " DIAMETER = 7/8" 9 OR CURB. III= 7III�III ►I ►1=111 � III Tilt' 8 GREEN M 4_ 7/8" ROUND WIRE 1111- LOAD LINE CLLAMPD 4' 1 /4" FUSE 1 /4" 2- (SIZED AS REQ'D) 1 g" 1 /g" LIGHTING SYSTEM SYSTEMNDUIT RECOMMENDED FOR APPROVAL ® WIRES TO CONTACTOR CONCRETE DA N 6Y DATE CUTTING RINGS 5/8 "x8' 3 SQ. COPPER -CLAD OR DIA. BY DATE GROUND ROD z (n FUSE KIT 6Y DATE FUSE KIT do SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM��' �•" M HERMAN TRAFFIC ADOPTED E NGINEERING ADOPTED cm OR RLMM CRY OR IM a ON QJ�•o�o `��� 15324 Southeast 133rd Court Renton Washington Standard ss to 98059 �'�' w►'re:� % ta't �. �� � ���Ewo 425- 277 -1740 tel. 4 � 2 S 2 77 -5 718 fax htefcomcast. net DWG. NAME: JR -12 SP PAGE: JO13 w - P P DWG. NAME J R 06 S PAGE: J007 1) Opp P V) 7-- 'e eo C.? � . ,,,, ,., ,. •. ROLL 1 .7 I i N W C d M� w 1 u N O x c.. O O W <a A w X w a V, d n n a a 0 g 9 J SEC, 16, TWP, 23 N. ROE, 5 E.. W.M. ROLL 1'9,7 FFt ��{8 2'.. N q1tr a o 0 w ao ' � a r� w X w a Q N� 1 0 g� 8 t o co 4 CV a- .-- e r`l s �+ z O Q N J W to Z [rl Q a s Q 0 0- rn c m '`11. C �I v FND CASED CONCRETE MON W/1 /8" COPPER PIN DN 0.6' ON 7/01/02 CITY OF REN TON CONTROL POIN T #1503 1 ,1 STA 47 +32, 40PT INSTALL TYPE R1 -1 "STOP" SIGN INSTALL TYPE R3 -2 "NO LEFT 7URN- SIGN a STA 3 +83, 28PT INSTALL "EMERGENCY ACCESS ONL YN 516W s o CENTER LINES • ■ • • • • • • • • • ■ • • • • • • • a 14" • • • • • • • • • • • • • • • • �' 3' 4" YELLOW TYPE 'I' r 30' LINE MARKERS DOUBLE YELLOW CENTER LINE 4 YELLOW TYP E 'lid' LINE MARKERS (REEL.) 9' 15' 3' , 4 YELLOW TYPE I o LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lld' a w LINE MARKERS (REFL.) ci •• W W w w a- TWO ---WAY LEFT TURN LANE 0 d1 - aQ . © un • • ■ • • • • • • • • • • • • • • • 0 41 a, „ Q • • • • • • ■�^ N n ° r 9' 15' 3' Q Q d 12' 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) m - 5 ---5 -, 4" YELLOW TYPE 'I' LINE MARKERS ■ • • • • • • • ■ • • r w w j > (n of Of Z Z NUMBER OF 2--WAY LEFT TURN ARROWS o 0 iZ V) V- C� > U) w SPEED LIMIT 25 MPH -- - - -- 200' O.C. not SPEED LIMIT 30 -35 MPH 250' O.C. �- SPEED LIMIT 40 -45 MPH -- 300' O.C. Qtf Of ar www 10- a- a- moo cn w fV In 4 r SEC. 15, TWP. 23 N., RGE. E E., W.M. STA 45+97, 29' RT BEGIN 4 W # X FOG STR /PE -' -' - ^ —� ��� -' STA 48 +28, 29' R MATCH EX /S END 4 W17F FAG STRIPE I I ' N8846 3'10Y Z585 69' 47 193936 4s C. E. 4th St. 49 EX /STING F, 16 STRIP£ OL RL 20.E INSTALL STOP S16W �F i 20 1N7FRZCl1OW STA ,50+00..010, NE 4TH ST. _ STA 0+00 010, DUVALL A W.. N.E. FND 3" SURFACE DISC KING COUNTY SURVEY MON ° STAMPED 10 -15 10 ON 7(01/02 42 51 r. 115 75' L T N SA/E STA 0 +42 L OCA 716N AS £X ANG DOUBLE YELLOW STRIP) I i BEGIN DOUBLE YELL OW RW SEE CITY DETAIL H0101 EX /STING FOG STRIPE .STA 1 +15, 5.3(x) RT (MATCH EX /STING) BEGIN 4" #H/ 7E FOG SIR /PE AND TAPER BEGIN REMOVAL Ole EXIS77NO FOG STRIPE STA 1 +15, 6.7'(f) L L(MATCH EX /STING) EXISflNG DOUBLE YELLOW CENTRLINE (TO BE REMOVED) STA .3 +355 20' RT END 4" #H/ 7E FOG STRIPE STA .3 +35.5, ON CL EML`RGENCY ACCESS ONL Y 1 r EXISTING FOG STRIPE r STA f +D9. 2D RT TO STA 8 +59, 18' RT REVISFV CURB L ACA 7 7 N STA 6+59, ON CL rA /r SCALE: 1's = 40' 0 20 40 80 BENCHMARK TOP OF MONUMENT FOUND AT 774E SO'U7HEAST CORNER OF SEC 9 -2j-5 CJTY OF RENTOV CONTROL POIN T 150J ELEV. = 401.02 T 302405 ",--fxrsnvc FOG snRiP£ (TO BE REMoWo) OR A mer AfiEEWkLf1zw 11w �4h ERA J�O�aF•wMS�� SS/ONAL 6 -12 -07 14711 NE 29th FCcce, # 101 Bellevue, Washington 987 425.885.7877 Fax 425.885.7963 ,C,ORE ENGINEERING �zw DESIGN P L A N NI N G SURVEYING CHANNELIZA TION PLAN rA 1200` i4F 6 031270721 q