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Home My WebLink AboutT-288208x 4 'I 0 � (n Q J � Q W I-- J W D Q O CD W 0 Z U Q O Q W Q Z U� _ (n U- J � Z C� W C/' I Y Q J v o G 00 $Q C �E 0 Sy Q i Y� p$R d� t pp € Y7 _Q3RA R4�E u Y U Y V I �D 0( i j„% ,� 1 " NIPPLE B1 B2 g3 13 d B6 B9 B11 I ) b B10 a a _ _ a b C I - - - -- C7 (V - - - -- - - - - -- o a LEGEND 1 I a. Vehicle Signal Head I b. Sign F I O F c. Stree*. Name Sign r or VERTICAL CLEARANCE d. Pre -Empt Detector H h H b e. Deleted _ MI IMUM: 16' -6" f. Luminaire MAXIMUM: 18' -6" g, Pedestrian Signal Head I 2 9 9 G h. Cabinet I I i. Pedestrian Push Button Assembly o j. Hondhole H h H o N I 2 I 1 0 LIMITS OF VERTICAL CLEARANCE REQUIREMENT I I I I 00 2'-0" ) ROADWAY MIN. IF TYPE II TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD FOUNDATION DEPTH TABLE Allowable Lateral Foundation XYZ (Cubic feet) Bearing Pressure Type Type II, III and SD mastorm standards. 600 900 1,200 1,500 1,900 2,300 sf WINDLOAD AREAS (FT) 2 X)(Y 5 11 A C HA, o �E I O 0 4 3' RD. 10' 10' 1 1' 1 1 ' 13' 15' 1,000 3' SO. 8' 8' 9' 9' 10' 11' 3' RD 3' SQ 4' RD 4' RD. 8' 8' 9' 9' 10' 11' 3' RD. 8' 8' 9' 11' 13' 15' 1,500 3' SO. 7' 7' 7' 8' 8' 9' 8.0 4' RD. 7' 7' 7' 8' 8' 9' DEGREES CLOCKWISE FROM OFFSET LINE 3' RD. 6' E' 7' 11' 13' 15' 2,500 3' SQ. 6' 6' 6' 6' 7' 7' POLE ORIENTATION AND ATTACHMENT POINT DETAIL 4' RD. 6' 6' 6' 1 6' 7' 7' Ihis table is based on a phi value of 26 degrees. For double mostarm standards, use the larger XYZ value for foundation depth selection. rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j NOTES STD' FIELD LOCATION Ol MOUNTING COUPLING INSTALLED SIGNAL MAST ARM DATA AT OFFSET DISTANCE INDICATED POLE ATTACHMENT POINT ANGLES (deg) cL O C K W I S£ T REMARKS IN CHART. WINDLOAD AREAS (FT) 2 X)(Y 5 11 A C HA, o �E I O 0 4 POLE PL ZP F R M T Q Go ARM(Fi) ALTERNATE NOTE 1 TYPICAL 0 a 9 TYPE Al A2 FOR TYPE N MOUNT ONLY SIGNAL ARM Q D E1 E2 F G1 G2 H 11 2 3' RD 3' SQ 4' RD DRILL 1" HOLE IN MAST ARM AND ATTACHMENT POINT ToTAL(FT) a INSTALL PLASTIC SPLIT BUSHING N 0' 180. ALL HANDHOLES AT 1800 FOR CABLE ENTRANCE. 22.0 - 10.5 OFIELD INSTALLED. POE LE RIENTA ION - O� - - 8.0 9._' - 11.6 - - 0 ANY T" NIPPLE NOT USED FOR DEGREES CLOCKWISE FROM OFFSET LINE 11.0 C O - OPTICOM DETECTOR WILL HAVE A TO 0' POINT RO�Owar BASE PLATE - 270 METAL PLUG INSTALLED. - LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j SIGNAL STANDARD DETAIL CHART STD' FIELD LOCATION MOUNTING SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION REMARKS OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 X)(Y (x)(Y)(Z) POLE HEIGHT(FT) ARM(Fi) DEPTHS(FT) STATION OFFSET LT RT P.O.A. TYPE Al A2 B1 B2 B3 B4 B5 B6 B7 B9 B10 B11 Bt B2 B3 B4 B6 B7 I B9 B10 B11 C D E1 E2 F G1 G2 H 11 2 3' RD 3' SQ 4' RD ToTAL(FT) a N 18 22.0 - 10.5 - 16.0 - - - - 8.0 9._' - 11.6 - - - - - 11.0 420 - 0 - 150 - - 270 - - FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING AR O LK WASH BLVD 35.5 FT X 0 SD - PRESSURE OF 1000PSA REFER TO THE MARCH 2007 17 +59.0 160_ - 10 S 8 GEOTECHNICAL REPORT FROM CEOTECH CONSULTANTS, INC. EB 18 9.5 - - - - - - - - 4.5 17.6 - - - - - _ - - 11.0 - - 58` - - - - - - FOR METHODS WHEN PEAT OR GROUND WATER ARE TOTAL-580-1 ENCOUNTERED. OLK WASH BLVD 36.0 FT X - PS - 18 +27.0 FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING PRESSURE OF 3 DELETED 1DOOM. REFER TO THE MARCH 29, 2001 GEOTECHNICAL REPORT FROM FROM GEOTECH CONSU LTANTS, INC. FOR METHODS WHEN PEAT OR GROUND WATER ARE ENCOUNTERED. O LK WASH BLVD 38.0 FT X 0 III 18 40 36.5 - 25.5 - 31.0 - - - 20.0 5.0 9.3 - 9.3 - - - - 4.0 11.0 825 10 0 0 - - 90 180 135 - 270 17 +03.0 I 10 8 8 se 18 13.0 - 5.0 - 9.0 - - - - - 9.3 - 9.3 - - - - - - 170 - - 270'* - - - - - - FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING SOUTHPORT BLVD 25.0 FT X 0 SD 40 I 74 13 70 10 PRESSURE OF 1000PSF. REFER TO THE MARCH 29, 2001 1+41.0 EB 18 42.0 - 34.0 - 24.0 29.5 44.5 "" 18.5 - - 9.3 - 9.3 - 9.3 9.3 9.3 - - 1,570 0 0 - - - - 135 - - GEOTECHNICAL REPORT FROM GEOTECH CONSULTANTS, INC. FOR METHODS WHEN PEAT OR GROUND WATER ARE ENCOUNTERED. SOUTHPORT BLVD 21.0 FT X - PS - - - - - - - - 1+85.0 SOUTHPORT BLVD 35.5 FT X - PS - - - - 1+82.5 O SOUTHPORT BLVD 44.5 FT X - PS - - - - 1+66.0 SOUTHPORT BLVD 40.5 FT X - PS - - - - 1 +12.0 10 0 SOUTHPORT 56.5 FT X - UPOLER - 40 - - - - - - - - - - - - - OBLVD - - - - - - - 12 0 - - - 270 - - 0 rn •CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. w ..CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. I j � SUMMATION OF NET AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'. +`•`TEMPORARY SIGNAL HEAD DURING STAGE i CONSTRUCTION. 7 &-(to,-aft -w2l SEE CITY OF RENTON STANDARD PLANS, PAGES J022, J023, AND J029 FOR FOUNDATION DETAILS. CHECK FOR COMPLIANCE ?Aof Syy �� TO CITY STANDARDS - .(= _- DATE S_3b9) �•. 9f. 3563 DATE FS :C�STER:Ci 9 /ONAI EN I _ DATE. I TT EXPIRES 12/20,/01 1 j