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HomeMy WebLinkAbout3050-2CONSTRUCT DEBRIS RACK CAGE PER CALTRANS STD. D93C, AS SHOWN ON THIS SHEET FLOW LINE (FL) PER PLAN H=22 POSTS- 23" LENGTH USE 2" PIPE OR 2"x2%1 /4" ANGLE (GALVANIZED STEEL) DEBRIS RACK CAGE PIPE RISER WITH DEBIRIS RACK CAGE CALTRANS STD PLAN D93C. N.T.S. 6" TYP II III IIl III {I� III I e 4 REBAR LONGIT. _ I F (4 READ) -III•• •.: °�•'°.�a.d II d d 4 TIE BAR 24" O.C. - d a FOR PIPE SIZES I I I SEE SHEETS 9,10, AND 13 _ a . CONSTRUCTION NOTE 27 3" CLR -III aQ III- TYP _ ° I I I a • —III ' ' ' - • • • a .- �• °4 ��°. �' ' • °° I I I - a d. . dV -111 III..,III_,I,IiI III III ,II IN CONCRETE ENCASEMENT DETAIL 4 N.T.S. T R=45.00' A=7.07' 10" It L=5.59 N40°02'52"E 20. CONSTRUCTION NOTES 40-- CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2, AS SHOWN ON SHEET 5 O8 — INSTALL 24" RCP, 1350—D III R=45.00' R=50.00' 0=10°00'00"=10°00'00" (�I L=7.85' L=8.73' N00°00'00"E 2.16' TH R/W N4000252"E 20.76NORTH R/W N 10°00'00"E 15.93' ease e ee ee�ee ems se 9`55'03"W N89057'08"W � CD BASELINE AVENUE CL BASELINE AVENUE bib -2Z � 11 00000 m00000 �oc0000 00000 +++++ •ILI I :I;g 4 11 ll!�i!lllh L01L4-MMJ v L � , il, l, I _ 3RICK & MORTAR "LUG RCP DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG I fl;i14710 :1_1 4 0 D7/1�1a1:4:�� DETAIL s N.T.S. DETAIL � N.T.S. DETAIL j Aft v NOQ°00'00"E 1.64' II lil NORTH R/W e e�eessee� N89057'08"W CL BASELINE AVENUE Y:2 Z g� U 00o X000 J+++ DETAIL lr8 N.T.S. ��j Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1 \S2—sd02.dwg I ff 6 cv 48" o RISER 2 011112 zz CONNECTING RING 2-1/2 x 2-1/2" x 0 1/4" SHOP RIVETED, SPOTWELDED OR „ I cy I TACKWELDED TO 48" CMP 0 12" O.C. � CONC. FILLET #4 BARS @ 8" 0. C. EAC H WAY I EM M EN- TOP VIEW i` =77 6» TOP BARS SAME AS POSTS, ELEVffSff -;.. f ff - o SPOTWELD TO END POSTS BOTH SIDES f INV ELEV ;:, �}?��� '- w 12 PER PROFILE wo 1 5 5 FL 1 RCB PER 8 w SPOTWELD EACH POST 4 PLACES N PLANER PLAN z W 2(MAX) 2(MAX) �. 4 4" BAND COUPLER _ I II II I I 1=1 11=1 11=1 11=1 11=, 1111111_'11._ 1 1 _, I I—III—III—I I Mi I Ml 11= III—IIII�,III III III—III ° —III,�,111�1�1111�11111j III=1 I I- SPOTWELD EACH POST 4 PLACES _ _ � ' _I --III-III I I-1 11=1 I- _ IfI=III=III- _ 11=1 l I_ �-�. - -� - •- '.-..•,�. - -' : a a • • "' ' •• . ' . :.t.:: .. .., .. VARIES 4.5': 12'x8' RCB FIFINFIF 4" BAND COUPLER 6.5': 10'x8' RCB EARTH SWALE (**O'l N.T.S._ CMR Riserr�2 FRONT VIEW N.T.S. H=22 POSTS- 23" LENGTH USE 2" PIPE OR 2"x2%1 /4" ANGLE (GALVANIZED STEEL) DEBRIS RACK CAGE PIPE RISER WITH DEBIRIS RACK CAGE CALTRANS STD PLAN D93C. N.T.S. 6" TYP II III IIl III {I� III I e 4 REBAR LONGIT. _ I F (4 READ) -III•• •.: °�•'°.�a.d II d d 4 TIE BAR 24" O.C. - d a FOR PIPE SIZES I I I SEE SHEETS 9,10, AND 13 _ a . CONSTRUCTION NOTE 27 3" CLR -III aQ III- TYP _ ° I I I a • —III ' ' ' - • • • a .- �• °4 ��°. �' ' • °° I I I - a d. . dV -111 III..,III_,I,IiI III III ,II IN CONCRETE ENCASEMENT DETAIL 4 N.T.S. T R=45.00' A=7.07' 10" It L=5.59 N40°02'52"E 20. CONSTRUCTION NOTES 40-- CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2, AS SHOWN ON SHEET 5 O8 — INSTALL 24" RCP, 1350—D III R=45.00' R=50.00' 0=10°00'00"=10°00'00" (�I L=7.85' L=8.73' N00°00'00"E 2.16' TH R/W N4000252"E 20.76NORTH R/W N 10°00'00"E 15.93' ease e ee ee�ee ems se 9`55'03"W N89057'08"W � CD BASELINE AVENUE CL BASELINE AVENUE bib -2Z � 11 00000 m00000 �oc0000 00000 +++++ •ILI I :I;g 4 11 ll!�i!lllh L01L4-MMJ v L � , il, l, I _ 3RICK & MORTAR "LUG RCP DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG I fl;i14710 :1_1 4 0 D7/1�1a1:4:�� DETAIL s N.T.S. DETAIL � N.T.S. DETAIL j Aft v NOQ°00'00"E 1.64' II lil NORTH R/W e e�eessee� N89057'08"W CL BASELINE AVENUE Y:2 Z g� U 00o X000 J+++ DETAIL lr8 N.T.S. ��j Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1 \S2—sd02.dwg