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Top of embankment <br /> 9'-0" Transition31 El ectrol ler 9'-0" Transition E <br /> Transition front _ <br /> 3'-0" 6'-0" *5 v x 5'-0", top and face of barrier 6'-0" 3'-0" o <br /> Ends are similar 1�-3„ bottom, tot 2 <br /> 91, 91, for reinf - Pull box Omlt l" chamfer for l'-6" A 9„ 9„ <br /> electro/ler (Edger flnlsh) <br /> - -- I----� ---- l 4" dia gall <br /> pipe <br /> I -----------'oo 11 -- <br /> " sleeve for anchor <br /> " bolts <br /> End section 9" 9" Pull box A 9„ End of wingwal/ <br /> 3'-0" Terminal Section <br /> 0k*5 9 7V, tot 2 each n*5 min <br /> Direction of traffic Ide of pull box PLAN Direction of trafflc <br /> Lap 11-3;_ _ l * ( t� Electroller Electro/ler Vertical face <br /> 5 @ 7/2 5 anchor bolts Sloping face Metal beam <br /> *5 C (See Section A-AJ @ 15 # *5 x 6'-6" Transition guardrail 5 5 <br /> tot 4 B B *5 x 6'-6", tot 2 5 v x 5'-0", top and tot 2 front face 3 -1 /2 p <br /> l'-3" bottom, tot 2 *5 tot 2 B T <br /> � 15 *5 <br /> A of barrier <br /> u <br /> ,�2_ <br /> II o e <br /> Pull I <br /> D boxIt <br /> I I *5 I @ 15 <br /> it *5 1 0 7V2 <br /> Extend or lop E *5 <br /> kill <br /> r Lap l'-4"*5 cont (�\� g � I t � 7%2 *5 *5 <br /> Direction Place *5 `C 0 7%2 Note: Re/nf for wall Joint shown P/ace (4J 7/2 each side of <br /> of traffic *5 �1Q and *5 cont e/ectro/1er - tot 9 (See Section A-A) p <br /> (Front face) (Backface) 2 each side of Joint C *5 <br /> METAL BEAM DECK OR WALL JOINT ELECTROLIE TYPE 732A 6E09•-- TYPE 732A TYPE 732B <br /> ELEVATION (See Note FJ NOTES <br /> GUARDRAIL CONNECTION *5 ® *5 � 7V2 /'-o" 5" <br /> 15 *5 15 * I o Tronslt/on sloping face A. Wolls are to be backfilled before barrier Is <br /> of yp ---� 5/4 #5 *5 01 *5 tot /0 � 5 `n � 15 to vertical face placed. <br /> / Chamfer t — Ina <br /> 15 B. Clearance to reinforcJng steel In barrier to be <br /> 3'-0" * l except as noted. Long/tudlncl <br /> a *5 Q *5 tot l0 * 4 �► 5 tot l0 *5 2-tot 4 - - - reinforcement to stop at all expansion Joints. <br /> l5 * , 5 x 6 -3 *5 00 7/2 min *5 � 7�2 �---- A77J C. See protect plans for locations of electro/lers <br /> 5 LO 7/2 (To be @ l5 <br /> a In place before deck �' o Construction { '� 4" �w and pull boxes. <br /> z \ Flnlsh grade ' <br /> a� 4" <br /> concrete) N Joint D. Dimensions may vary with roadway cross slope <br /> Z Construction Finish and with certaln thlckness of surfacing. See N <br /> Construction Concrete deck or cn jolnt <br /> cn Joint fJnish grade *5 n= 7�2 o grade Project Plans. <br /> ` I N <br /> p = _ O E. For Metol Beam Guardrail Connection detolls not � <br /> Deck reinf *5 Cont *4 cont *5 ��� l2 - O shown, see General Plan and Standard Plans. <br /> *5 Cont z � L <br /> N F. Refer to Project Plans and Standard Plan <br /> *5 L � /5 ! I Pour o ainst tot 3 � ,� - <br /> TYPE 732 undisturbed material � -6 Sheets ES-9A, ES-9C and ES-9D for electrical <br /> , „ <br /> / Ln <br /> ,_O„ - detolls concerning barriers. The maximum number O <br /> l" Chamfer- typ Varies Wall reinforcing 6„ of conduits In a barrier Is limited to two (2) a <br /> TYPE 732B SECTION E - E 2" condu/ts (max) along with one ( ! ) 3" L/ Note: Types 732A & 7328 are See Note E <br /> conduit. When a 3" conduit Is used, it 1s <br /> *5 n� L 7%2 *5 tot IO TYPE 732A slmi/or to Type 732 *5n tot 3 restricted to the base of borrler. o <br /> o except as noted *5 1 tot l0 Lop with *5 cont G. Mlnlmum concrete edge distance to relnforcln <br /> v <br /> 5 -0 g g a <br /> ao o *4 x I'-0" Pull . shown, shall be maintained, edge distance may �; <br /> *5 0 7%2 NZ 2 each side box . *5 tot 2 be adjusted to accomodate Increase In o <br /> *5�� tot 3 g * *5 x 6'-6" tot 2 concrete cover for architectural treatment. U) <br /> cn 5 " tot 2 See Typical Section. <br /> 2 Flnlsh See Note l <br /> Construction joint *5 Finish grade H. This plan has been converted from Caltrans Metic <br /> j grade Extend *5 Standards to En l ish units b Qunlc En Ineerin Inc. o <br /> typical reinf � _ 9 Y Y 9 9. <br /> OI Transition sloping face *5 *5F�, tot 3 <br /> *5 7/2 to vertical face Note l: STATE OF CALIFORNIA a <br /> /\ DEPARTMENT OF TRANSPORTATION w <br /> *4 cont *5 tot 6 cont Center *5 x 6'-6" *4 cont .04 go/v sheet metal over <br /> �2 Extend bock wall reinf. *5 long top and /4 neoprene strip. NO SCALE <br /> �1 2'-0" lapping with *5 r— Coat top of strip with grease. Q <br /> 1 bottom, tot 2 <br /> 3„ <br /> *5 11�.o 7%2 Pull box clr CLzim. Q*VESSIO a <br /> Wall relnforcing Wal/ relnf REGI D CIVIL ENGINEER �o F � <br /> Details shown for barrier SECTION B -B '=- <br /> anchorage to Type 732A. _ S f� a2 Jeff W. Olson � z <br /> CD <br /> Anchorage for borrler Draln to low side SECTION D- D PLANS PR VAL DATE no. 042728 <br /> Types 732 and 732B are <br /> similar to thler SECTION Ci -Ci QUINCY ENGINEERING, INC Exp.3-31-04 * a <br /> SECTION A- A respective detolls. cle <br /> See Notes 13Sac ame to, CA3247 Ramos 95827 - 2512 �T9TF of cQUF°�� w <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE CONCRETE BARRIER JACK TONE ROAD BRIDGE SHEET TOTAL <br /> JEFF 0�50N 5/o,2 P . KI MAL 5io2 /10-l' � lj�,o /L COUNTY OF SAN JOAOU I N NO SCALE TYPE 732 AND OVERHEAD N0. SHEETS 0 <br /> BRIDGE NO ,-- 29C -0411 34 41 <br /> FILE NAME I DRAWER ISHEET NO. 1 ACAD REVISIONS I DATE <br />