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DIST COUNTY ROUTE POST MILES SHEET TOTAL <br /> TOTAL PROJECT N0. SHEETS <br /> 12 41 <br /> �FESSIQy,� <br /> 6" Max — R'EGISTERED CIVIL 'NGINEER �4vQP'� A. <br /> sllS�OZ No. C60254 ' <br /> Direction of Travel Exp. 6-30-04 <br /> Temporary railing (Type K) or temporary end of PLANS APPROVAL DATE <br /> 2'-0" concrete barrier or temporary end of thrie beam QUINCY ENGINEERING, INC q� CIvI� <br /> barrier or fixed object 3247 Ramos Circle 6` CAUF <br /> Type P <br /> Sacramento, CA 95827 - 2512 <br /> 400 700 1400 1400 2100 <br /> Marker <br /> Panel 200 200 400 400 <br /> 400 700 1400 1400 21002'-6" Min <br /> Direction of Travel �► <br /> ARRAY ' TB14 ' <br /> Approach speed 60 mph or less NOTES <br /> 6" Max 1. XXX Indicates sand filled module location and mass <br /> of sand in pounds for each module. Module <br /> spacing is based on the greater diameter of <br /> Direction of Travel Temporary railing (Type K) or temporary end of the module. <br /> 21_011 concrete barrier or temporary end of thrie beam (p <br /> barrier or fixed object 2. All sand masses are nominal. CD <br /> Type P 1400 1400 1400 2100 3. Temporary crash cushion arrays shall not encroach <br /> Marker on the traveled way. (n <br /> Panel 400 700 1400 -� <br /> 2'-6" Min 4. Place the Type P marker panel so that the bottom <br /> 1400 1400 1400 2100 3" Max 3" Max of the panel rests upon the pallet. <br /> 3" Max 5. Refer to Standard Plan A73B for marker details. <br /> Direction of Travel Module Module 6. This plan has been converted from Caltrans Metric standards z <br /> Dia Dia dated July 1, 1999 to English units by Quincy Engineering Inc. <br /> 3" Max <br /> ARRAY ' TB1 1' <br /> PLAN <br /> Approach speed 45 mph or less <br /> -` <br /> Modules <br /> ►I i� 6" Max <br /> Pallet 5" Max <br /> Roadway surface <br /> ELEVATION <br /> CRASH CUSHION PALLET DETAIL <br /> STATE OF CALIFORNIA <br /> DEPARTMENT OF TRANSPORTATION <br /> TEMPORARY CRASH CUSHION , <br /> SAND FILLED <br /> (BIDIRECTIONAL) <br /> NO SCALE <br /> T1 B <br />