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HomeMy WebLinkAboutT-16500BDegrees Clockwise to Typical Attachment Point from 00 12 900 Typical Di Signal Arm Attachment Point - 00- - - 1800 V v All Handholes at 1800 wy O Pole Orientation Angle 2700 (P.O.A.) Degrees Clockwise from Offset Line to 00 Point Base Plate 0 Location Station Roa�'t'dY POLE ORIENTATION AND ATTACHMENT DETAIL F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART Ground Wire Pedestal 13 2" Nom. Grout Pad with 1/2 "Drain in Paved Areas 4 Anchor Bolt. with 2 Washers Pedestal Pedestal and Base Flush in Paved Areas and 2 Nuts each. 5/8" x 14" with and Base 33 (X)(y ){Z} 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. 13 LT. RT. Finished Grade -Al m — B1 I 1 1111 j ail— J Ground Wire to Ground Rod at First Handhole E B5 � I I L,! B7 B8 Conc. Round or Square m rl B11 B1 B2 Class "B" Concrete '2' when constructed B6 B7 �_ B10 in dirt area TOTAL (ft.)3 31 F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART 3/4" Chamfer, No Chamfer 13 2" Nom. Grout Pad with 1/2 "Drain in Paved Areas SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ANGLES Hole Flush in Paved Areas REMARKS OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT) I (X)(y ){Z} I STATION (on line) OFFSET (ft.) LT. RT. P.O.A. -Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 Class "B" Concrete B4 B6 B7 �_ B10 �� /.. - -_ TOTAL (ft.)3 No. 4 rd. or sq. Hoops as Req'd at 1' -0" Centers D1 D2 10 n F1 F2 G H 2 -1/2" X d p 4' Rd. 3' S . _ Cir. X —'2700 " - '. `" .0 8 No. 7 Bars Equally Spaced 5/8" x 8' Copper 25 — Clad Ground Rod Width or Diameter — — FOUNDA'T'ION DEPTHS Use the larger (X)(Y)(Z) value for — W(Y) Z) 3' Rd. 3' SqI double mast arm standards. Applications based on 2500 psf average — (ft.) — 4' Rd. Lateral bearing pressure and 0 @ 260 — 740 10' 7' See Note O — 1100 14' 8' — 1720 19 13' E ^ 4' E 12+42 SUNSET BLVD. N. FOUNDATION DETAIL A — X F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART ROLE NO. FIELD LOCATION POLE TYPE MOUNTING HEIGHT (ft.) SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ANGLES LUMINAIRE ARM (ft.) FOUNDATION DEPTHS (ft.) REMARKS OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT) 2 WINOLOAD AREAS (ft.) (X)(Y) (X)(y ){Z} I STATION (on line) OFFSET (ft.) LT. RT. P.O.A. -Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 TOTAL (ft.)3 C D1 D2 E7 E2 F1 F2 G H 11 12 X 3' Rd. 4' Rd. 3' S . 14 +85 (N. 3RD ST 36 X —'2700 a 19 — 25 — { ! — — — — — — — — — — — — — — — — — — — — — — — — 71 — GG V 12+42 SUNSET BLVD. N. 7 2 — X PS !! 1 O - 14 17 +87 (N. 3RD ST) 52 — X M A 14 , e l}' IV or ffillow CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SUNSET BLVD'. N. 8t` N. 3RD ST. / POLE, SCHEDULES DESIGNED DA, MAY 83 FILE NO. DRAWN tJ. CHECKED SCALE FIELD EDOr aAGE —. O. REVISION I o. A-1-1R. I . I APPROVED • *+�� - SHEET-LO—OF I I —D V a% -) rte\ n . t t. ^