Loading...
HomeMy WebLinkAbout2918-6300 mm Max Direction of Travel-► -� 600 mm Type R gOk 20k 40k 40k 60k I II 760 mm Min Marker _ 1 Panel 90kg 90kg 80k 80k Temporary 80k - �'V760 a K) or f 20k 40k 40k 60k mn Min Direction of Trave l-� ARRAY ` TU 14 ' Approach speed 100 km/h or less 300 mm Max Direction of Travel-► F600 mm Type R 40k 40k 40k 00k I 1760 mm Min 610 mm Max - Marker 80k 20k 40k Tempporary railing Panel - -�- <T a K) or fixed ob e 40k 40k 40k 60k LL760 mm Min Direction of TraveI0- ARRAY `TU1 1' Approach speed 70 km/h or less Direction of Trave+-111110- 300 mm Max 600 mm Type R 80k Marker r Panel 90kg 90kg 80k 80k 80k 80k 20k 40k 40k 60k I 80k 20k 40k 40k 60k 80k 20k 40k 40k 60k Direction of Trave+-I• ARRAY `TU21' Approach speed 100 km/h or less Type P Marker 90k 90k Panel g g r Type P Marker8 Panel r r Underground Service Alert FORE `P,, 0E o Y�Gpc Call: TOLL FREE � 422-4133 TWO WORKING DAYS BEFORE YOU DIG 760 mm Min T Fixed object 111.8 m Max 1 1760 mm Min L300 mm Max 150 mm Max- i- Direction of Travel 600 mm Direction of Trave*-->• ARRAY ' TB 14 ' Approach speed 100 km/h or less 150 mm Max - 610 mm Max t I Direction of Trave► Type R POkMarker Panel 80k 20k 40k (- ( 40k 40k 40k 40k 40k 60k 40k Ok E0k61(9 Ok Direction of Trave+-40w- ARRAY `TU17' Approach speed 70 km/h or less 75 nm Max -•j 75 mm Max Module Module 75 nm Max In la 75 nm Max PLAN Modules 150 nm -•I Max PalleX115 mm Max Roadway surface ELEVATION CRASH CUSHION PALLET DETAIL Temporary railing (Type K) or temporary end of concrete barrier or temporary end of thrie beam barrier or fixed object 760 mm Min -o*- - Direction of Travel Temporary railing (Type K) or temporary end of 600 mm -.{ concrete barrier or temporary end of thrie beam b f d b t Direction of Trave► ARRAY ` TB 1 11 Approach speed 70 km/h or less err l er or I xe o ,jec 760 mm Min i 75 mm Max 75 mn Max Pal 75 mm Max �_No�dute_ d lDia 75 mm Max PLAN Modules 150 m -moi IF Max 115 mm Max Roadway surface ' ELEVATION CRASH CUSHION PALLET DETAIL F300 mn Max �-600 mn 760 mm MI it 760 mn Ml 300 mm Max �1.8 m Max Temporary railing (Type K) or fixed obstacle NOTES 1. 8 Indicates sand filled module location and mass of sand In kilograms for each module. Module spPacingg Is based on the greater diameter of th¢ module. 2.Att sand masses are nominal. 3.Temporary crash cushion arrays shall not encroach on the traveled way. 4.Place the top of Type R marker panel 25 mm below the module lid. 5.Refer to Standard Plan A73B for marker details, STATE OF CALIFORNIA DEPAR'TIENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (UNIDIRECTI❑NAL) NO SCALE AM DDIE MONS ARE IN ]I1LiilO"1'SRS UNIM 07MM ISE SHOWN NOTES 1. XXX Indicates sand filled module location and mass of sand In kilograms for each module. Module spacing Is based on the greater diameter of the nodule. 2 -All sand masses are nominal. 3.Temporary crash cushion arrays shall not encroach on the traveled way, 4 -Place the Type P marker panel so that the bottom of the panel rests upon the pallet. 5.Refer to Standard Plan A73B for marker details. STATE O' CALIFORNIA IEPART1ENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (BIDIRECTIONAL) NO SCALE ALL D1110MONS ARE IN UNLIM OTHERWISE SHOWN 50 mm Typ 6.045 m Precast concrete panel 1 145 (6.096 m Laying length) 1 14; 13/9'lJ' x 760 mm Total 1 per tiftinG hole 1 Pane 2-#16 ContinuoQs 305 mm Typ except as noted I Ty 0 mm #1 a 460 mm Max 50 to al 16 per panel 100 mm A L"3 B 600 900 90 Lifting hole' /19 mm AtePavement or 230 `l--#16 x 2000 mm Steel bars ground tine Slotted holes f 4yo-PICAL PANEL s upper per threaded rod Masso 3540 kg per panel see Note 4 ELEVATION - Symmetrical about 610 t concrete rallIng 40-1- 44 J 3 30 ,_44 � 20 mm Chamfer -21 r #16 Total 6--_ 255 mm R- 13 A@ 460 mm - 25 mm R 50 mm Ct� - 3/9'b* x 760 mm Total 1 per liftingSed ote 1 10 MEL olde In July 1, 19991999 Edge of deck eros AMWM 1=11 Excavated �e+.Stab aear'�` `tl�1.Caeeuraev Aj slope .°'n..e kftn. of Nf~i��04AW v1 aw � MINIMUM EDGE NOTES 100 mm D avement or DISTANCE Lifting ho ground line 1,For end treatment, layout and crash cushions, where needed, see Project Plans or Special Provisions. 2.At l 90 mm gaps at removable panels are to be backed at the base with #25 x 260 mm dowel or 25,4 mm 0 pin each side #25 x 260 mm Dowel, of ,joint. See Section G -G. l and bond In hole 130 mm deep within 3.Where Temporary Railing (Type K) is placed on curves and 130 300 mm of removable Traffic thisside only radii that are too severe to connect panels with bolted panel joint. See No 2. ,Joints, the railing Is to be backed continuously with earth fill. See Section F -F. #16 Total 6 4.Attach units to deck slabs when required by Bridge Plans. #16x 2000 mm #16 (=rIota l 2 Tota l 3 per scule SECTION G -G -.i F-300 mm )K Section G -G Is for PCC pavement. Altern atIve Min lap #13 A 3 per scupdetail, 25,4 ,Am 1J pins 610 mm long driven In AC #13 x 2000 mm or firm soli permitted, minimum 460 mm deep. Pavem nt or Total 3 per ground lin scupper 50 mm Clr Pavement or ground line 30.5 m Min o next opening If required la mm Ir - lax gap See Note 2 Cq 500 mm Paint ends of removable Typ panel and adjacent panel ELEVATION sections with black paint. 0 N>% TYPICAL OPENING DETAIL Bolt 32 mm /b x 660 mm VIEW D -D D w/hex head and twasher 17 9.5 mm x 75 mm din � 100 mm x 40 mm Groove ELEVATION �,� JRemovabte (H1 10 15 19 mm 0 Steel bars �Zc�• anels only 11 4.8 .�• - 100 mm x 40 mm 6. End of panel 75 mm Dia plate 9 mm thick IL Bol_ _ M �O CU Bar 31.8 mm/0 x 660 mm long�� o %0W W 2 ��,� emovab le H _ 10 15 ALTERNATIVE HEAD DETAIL SECTION E -E panel only SECTION H -H ELEVATION BOLT C❑NNECTI❑N DETAIL REMOVABLE PANEL GROOVE DETAILS LEGEND • Traffic Cone Portable Sign Flashing Arrow Sign f� Direction of Travel ;:Z Portable Flashing Beacon i 305 mm Min ;41 Traffic this side only 3_05 mm M I n SECTION F -F' See Note 3 See Note 3 Cross street CURVED LAYOUT STATE OF CALIFORNIA I>EPARTHDIT OF TRANSP13RTATIM TEMPORARY RAILING (TYPE K) NO SCALE ALL DDOMMONS ARE IN IIII,LDDTPERB UNLSSS OTHERWISE SHOWN See Notes 3 and 5 C20 (Lt) C20 <Lt) C18 C23 TYPICAL CLOSING OF HALF ROADWAY Lo Lin See Note 4 110�067M or WORK QA®D cm am C13 or C14 /�10 ❑ ISD ❑ ❑ mlonocu Taper length (See Table 1) Taper length (See Table 1) llz (L) ( 1/2 L) (L) 45 m MIn See Note 10 (L) (L> 150 m to 225 mAdvance warning signs 150 m t See Note 1 225 m apart. See Note 1. II • �. See Note 8 Advance warning signs 150 m to 0_5m apart. i • �• &REA ~- -0111- See Note 1. 1150 m to 225 m • • -� • p❑ � 4 See Note 8 LANE A 3 MD DETO B or D ❑ WORK or />IIIDw SAD W1 (Lt) or See Note 4 C A M2 (Lt) W1 (Rt) or C23 CIL C1 C21 or C20 XX SIGN PANEL SIZE ( MIn ) XX W2 (Rt) See Notes 3 and 5 1 WH IM A 914 mm x 914 mm WH Pe l F5 �75 32 mm x 152 mm hots X 5o W6 QB 762 mm x 762 mm See Note 9 Slotted 50 SECTION C -C Cones Along SECTION B -B Cones for Taper SECTI❑N A -A (m) © 1219 mm x457 mm NOTES D 38 30.5 m Min 6.096 m o next opening lZi-movable pane 1. Where Approach speeds are low, signs may 5. If required Q Opening 19 mm A Steel total 2 per bars oin 0 mm Open J excep a 0 mm Chamfer 50 mm G90 Gap mm 3.05 in areas, closer. removable ane Table 1 and the maximum spacing on tangent 2. Not less than one person shall be assigned MILES ", use a C20 sign for shall be 15 m, to full time maintenance of traffic control the first advance warning sign. 1 1For approach speeds over 80 km/h, use the devices on all night lane closures. In All cones used for night lane closures shall 1 3. All advance warning sign Installations shall E be fitted with reflective sleeves as E N be equipped with flags for daytime specified In the specifications. lone closure details and requirements. 30.5 m Min o next opening If required la mm Ir - lax gap See Note 2 Cq 500 mm Paint ends of removable Typ panel and adjacent panel ELEVATION sections with black paint. 0 N>% TYPICAL OPENING DETAIL Bolt 32 mm /b x 660 mm VIEW D -D D w/hex head and twasher 17 9.5 mm x 75 mm din � 100 mm x 40 mm Groove ELEVATION �,� JRemovabte (H1 10 15 19 mm 0 Steel bars �Zc�• anels only 11 4.8 .�• - 100 mm x 40 mm 6. End of panel 75 mm Dia plate 9 mm thick IL Bol_ _ M �O CU Bar 31.8 mm/0 x 660 mm long�� o %0W W 2 ��,� emovab le H _ 10 15 ALTERNATIVE HEAD DETAIL SECTION E -E panel only SECTION H -H ELEVATION BOLT C❑NNECTI❑N DETAIL REMOVABLE PANEL GROOVE DETAILS LEGEND • Traffic Cone Portable Sign Flashing Arrow Sign f� Direction of Travel ;:Z Portable Flashing Beacon i 305 mm Min ;41 Traffic this side only 3_05 mm M I n SECTION F -F' See Note 3 See Note 3 Cross street CURVED LAYOUT STATE OF CALIFORNIA I>EPARTHDIT OF TRANSP13RTATIM TEMPORARY RAILING (TYPE K) NO SCALE ALL DDOMMONS ARE IN IIII,LDDTPERB UNLSSS OTHERWISE SHOWN See Notes 3 and 5 C20 (Lt) C20 <Lt) C18 C23 TYPICAL CLOSING OF HALF ROADWAY Lo Lin See Note 4 110�067M or WORK QA®D cm am C13 or C14 /�10 ❑ ISD ❑ ❑ mlonocu Taper length (See Table 1) Taper length (See Table 1) llz (L) ( 1/2 L) (L) 45 m MIn See Note 10 (L) (L> 150 m to 225 mAdvance warning signs 150 m t See Note 1 225 m apart. See Note 1. II • �. See Note 8 Advance warning signs 150 m to 0_5m apart. i • �• &REA ~- -0111- See Note 1. 1150 m to 225 m • • -� • p❑ � 4 See Note 8 LANE A 3 MD DETO B or D ❑ WORK or />IIIDw SAD W1 (Lt) or See Note 4 C A M2 (Lt) W1 (Rt) or C23 CIL C1 C21 or C20 XX SIGN PANEL SIZE ( MIn ) XX W2 (Rt) See Notes 3 and 5 1 WH IM A 914 mm x 914 mm WH Is more than the posted or maximum speed limit. TABLE 1 X X W6 See Note 9 W6 QB 762 mm x 762 mm See Note 9 P Ta er Length g Number of Cones Along QD 914 mm x 457 mm Cones for Taper (km/h) (m) © 1219 mm x457 mm NOTES 0-40 38 6 1. Where Approach speeds are low, signs may 5. If the C18 (or C23) sign would follow within 10.The maximum spacing between cones within a 65-80 be placed at 90 in spacing and, In urban 13 600 m of a stationary C18, C23, C1 1 taper shall be approximately as shown In See Note 1 1 areas, closer. "STATE HIGHWAY CONSTRUCTION NEXT Table 1 and the maximum spacing on tangent 2. Not less than one person shall be assigned MILES ", use a C20 sign for shall be 15 m, to full time maintenance of traffic control the first advance warning sign. 1 1For approach speeds over 80 km/h, use the devices on all night lane closures. 6. All cones used for night lane closures shall "Traffic Control System For Lane Closure 3. All advance warning sign Installations shall be fitted with reflective sleeves as On Freeways And Expressways" plan for be equipped with flags for daytime specified In the specifications. lone closure details and requirements. closures. Flashing beacons shall be placed 12.Unless otherwise specified In the special at the locations Indicated during night lane 7• Portable delineators, placed at one-half the provisions, the ( 1/2 L) shown between closures, spacing Indicated for traffic cones, may be the two (L) lane closure tapers shall be used. used In lieu of cones for daytime closures 4. A C13 "'END CONSTRUCTION " or C14 only. "END ROAD WORK" sign, as appropriate, shell be placed at the end of the lane 8. Flashing arrow signs shall be either Type I closure unless the end of work area Is or Type I I . obvious, or ends within a larger project's 9. Advisory speed will be determined by the Engineer. limits. The W6 Sign will not be required when advisory speed Is more than the posted or maximum speed limit. TABLE 1 SIF Based on 3.6 m wide lane. This column Is also appropriate for lone widths less than 3.6 m. STATE IF CALIFORNIA DEPARTHM O' TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTI❑NAL HIGHWAYS NO SCALE ALL DDOWSIONS ARE IN MUlaffiTM UnWS OTHER M SHOWN T 1 i etric 1 ft. 46114 EXP. W . 3� . o �l CIVI OF Ci►L� FOR REDUCED PLANS ORIGINAL o 20 40 60 80 SCALE IS IN MILLIMETERS Lrww_ ZE GC3 VIM - .C: C Q)-4 o� rn� X X Spacing of Approach S Speed P Ta er Length g Number of Cones Along (L) Cones for Taper (km/h) (m) Taper (m)± 0-40 38 6 7.5 40-65 98 9 12 65-80 183 13 15 Over 80 See Note 1 1 SIF Based on 3.6 m wide lane. This column Is also appropriate for lone widths less than 3.6 m. STATE IF CALIFORNIA DEPARTHM O' TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTI❑NAL HIGHWAYS NO SCALE ALL DDOWSIONS ARE IN MUlaffiTM UnWS OTHER M SHOWN T 1 i etric 1 ft. 46114 EXP. W . 3� . o �l CIVI OF Ci►L� FOR REDUCED PLANS ORIGINAL o 20 40 60 80 SCALE IS IN MILLIMETERS Lrww_ ZE GC3 VIM - .C: C Q)-4 o� rn�