Loading...
HomeMy WebLinkAboutD-269023�I a v , D v v v CB BOX ° v 0 v ° vp' D v C • o V v • ° D v D v v D .v v v v v v ° CB FRAME-/ PLAN VIEW CONCRETE PATCHING MAT (MIN. 12" THICKNESS) ( +OS BACK) ( +OS FRONT) CONC. COLLAR D - - - i BARRIER 1 r . ♦ v v • CURB LINE CB FRAME r ' ,v V• D v � v o v ♦ o D v v • CB BOX PLAN VIEW ( +OS BACK) REPLACE EXISTING RISERS IF DAMAGED. ADJUST GRATE LOCATION IF POSSIBLE r-- ( +OS FRONT) RISER DEPTH ° 12" MIN. E CONC. COLLAR WITH 344s 12" MIN. FRONT AND SIDES SECTION VIEW (AWAY FROM BARRI M 11 zzl I] zzl IMI I I m- TAT - I In nwm1w Z J 12" MIN. v •t • • • e 6b. L.- CATCH BASIN w FRAME AND COVER Z J 12" MIN. E- ( +OS BACK) ( +OS FRONT) CONC. COLLAR �- - i BARRIER CURB LINE ( +OS BACK) REPLACE EXISTING RISERS IF DAMAGED. ADJUST GRATE LOCATION IF POSSIBLE F— ( +OS FRONT) v_ ♦ RISER DEPTH • 12" MIN. CONC. COLLAR WITH 344s 12 MIN. FRONT AND SIDES SECTION VIEW (D___R�4 n r----------------------------------------- i I i I I I SAWCUT LINE #4 BAR OR HOOP 1 ------- ----- - - - - -- 1 - 2 EACH I I ' I ' I i I I I I I I 1 I 1 1 I i I I 1 I I 1 I I I I I I I I ( l I I I I I 1 i I 1 I ( CATCH BASIN I ( SOLID METAL FINISH GRADE I I COVER AND FRAIME I # 4 BAR OR HOOP r• 1.5" MIN 3" MIN (TYP) I I I ' I ' ' I ' i ( i i I i I I i I I i 1 I I I 1 ( I I i ' ------------------ - - - - -' 12" MIN. TYP. SECTION VIEW PLAN VIEW CONCRETE COLLAR N.T.S. FILE NAME C: XWorklProjectWiseIBTJV00021dms022691BTJV0002 DE 405- AB.dgn 5 Mo S ro J TIME 11:29:50 AM REGION STATE FED,AID PROJ.NO. �� g WAS,11 C1y f DATE 8119/2010 Q AS -BUILT 716110 ims 10 WAS to PLOTTED BY kxla Q NDC 77 - DETAIL ADDED 09122/0$ imsy. i 1 F , DESIGNED BY E. ANDERS Q NDC 59 - ISSUE FOR CONSTRUCTION REVS 06109108 MS .roB NUMBER ! - 2 7 ENTERED BY S. WHITE IFC 5/22/08 MS° 9 CHECKED BY J. TORRIE ANDC 46 - REVISIONS 0510510$ MS NAB �-N CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON Q ISSUED AT RISK 03105108 MS Q Ito C -7295 DATt REGIONAL ADM. D. DYE REVISION I DATE BY P.E. STAMP BOX DATE P.E. STAMP BOX 0.875' HMA PATCH 0.33' HMA FOR � rD R 8 '1 (D R8 � 66 69 _ 0.375'C PIPE ZONE BAI CSBC 95% COI GRAVEL BACKFII FOR PIPE ZONE BEDDING 95% COMPACTIC ♦U r 1 A on v -"'-STORM DRAIN FILL OVER PIPE (D'R_8'� i �I SEE STANDARD SPECIFICATIONS SECTION 7 -08 FOR ADDITIONAL REQUIREMENTS TRENCH SECTION FOR OPEN CUT � v v IN PAVED SECTION NOTED BELOW PIPE DIA TRENCH WIDTH 12' 3.5' 18' 3.75' 24' 4.5' SAWCUT ING PAVEMENT COMPACTION