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DIST COUNTY ROUTE POST MILES SHEET TOTAL <br /> TOTAL PROJECT NO. SHEETS <br /> 13 41 <br /> Direction of travel M=400- � � p p.l�'�� <br /> REGISTERED CIVIL ENGINEER <br /> Edge of traveled way - <br /> s�(S�pZ No. C-0-(M <br /> IF PLANS APPROVAL DATE * E7�. 6-30-0� <br /> sq �IV1\- <br /> 0 400 700 1400 1400 2100 Temporary railing (Type K) � QuiNCY ENGINEERING, INC �' � <br /> +- Type P 2'-6" Min or fixed object 3247 Ramos circle <br /> Marker 200 200 400 400 Sacramento, CA 95827 - 2512 <br /> Panel 400 700 1400 1400 2100 NOTES <br /> ao <br /> 1. XXX Indicates sand filled module location and mass of sand <br /> Edge of shoulder in pounds for each module. Module spacing is based <br /> See Note 3 on the greater diameter of the module. <br /> 2. All sand masses are nominal. <br /> ARRAY ` TS14 ' 3. The temporary crash cushion arrays shown on this plan shall <br /> be used only in locations where there will be traffic on one <br /> Approach speed 60 mph or less side of the temporary crash cushion array. <br /> See Note 9 CO <br /> 4. If the fixed object or approach end of the temporary railing (p <br /> is less than 15'-0" from the edge of traveled way, a CO <br /> temporary crash cushion is required. <br /> 5. Temporary crash cushion arrays shall not encroach on the <br /> traveled way. m� <br /> 6. Arrays for median shoulders shall conform to details shown W <br /> on this plan for outside shoulders. m <br /> Direction of travel �► 7. Place the Type P marker panel so that the bottom of the <br /> panel rest upon the pallet and faces traffic. <br /> C) Edge of traveled way 2'-0„ P P p <br /> LO 8. Refer to Standard Plan A73B for marker details. —) <br /> - Type P <br /> 0 Marker 1400 1400 1400 2100 Temporary railing (Type K) 9. For shoulder widths less than 8'-0", appropriate approved <br /> Panel 400 700 1400 2'-6" Min or fixed object crash cushion protection, other than sand filled modules, <br /> o <br /> shall be provided at fixed objects and at approach ends of r D <br /> 1400 1400 1400 2100if <br /> temporary railing. The specific type of crash cushion <br /> 00 shall be as shown on the project plans or as specified in the <br /> Special Provisions, or if not shown on the project plans or z <br /> specified in the Special Provisions, shall be as approved by <br /> Edge of shoulder �- See Note 3 the Engineer. M <br /> 10. Approach speeds indicated conform to NCHRP 350 Report (n <br /> criteria. -U <br /> ARRAY ` TS1 1 ' 11. This plan has been converted from Caltrans Metric standards <br /> Approach speed 45 mph or less <br /> dated October 26, 2000 to English units by Quincy Engineering Inc. IV <br /> See Note 9 <br /> 3" Max -{ 3" Max <br /> 3" Max <br /> Module Module <br /> Dia Dia <br /> 3" Max <br /> PLAN <br /> Modules <br /> -i I-- 6" Max <br /> STATE OF CALIFORNIA <br /> DEPARTMENT OF TRANSPORTATION <br /> Pallet 5" Max <br /> TEMPORARY CRASH CUSHION , <br /> �- SAND FILLED <br /> Roadway surface (SHOULDER INSTALLATIONS) <br /> ELEVATION NO SCALE <br /> CRASH CUSHION PALLET DETAIL <br /> REVISED STANDARD PLAN RSP T2 <br />