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HomeMy WebLinkAboutS-1864075EVISED DTL*:`5 ftfi CITY Or 648-841 KLL 1-1/2'& 2*W - ATER SERVICE DETAIL J CAuTION -1. —1 —1 12. 15" SE—CE —1— 111, PMattu 2' 11— I...; r oum 2-,_ 4". Nn't, Ili (10 —w. 3. ] '-(T Sae;. 'u-2— ..—m 2' 11 .Z­ f TEMPORARY SLOW—OFF A' C-1— .... rn 4 LL�n STACK DETAIL ­A­ W. f ... ... 7 V Xi, :V. 3S. e � — i / L 1 _v­ P9 t{ ­­ .— C kft. 2T 2 3 7 11 —1. (�uhp­.) ry —put— ..t., .1W. W71. 35, T. Na. T.,(—. . -P ALTERNATE CONNCTION DETAIL IN lr P -I .....d FOR EXISTING MAINS WXIIFERR SERVI(M (1 A (2 Fil I I oln must t t Final Joint must Cement i:oncrete (8" Mir-) Replace be saw -cut be saw -cut -ent pvtch to be I" thicker than Saw -Cut or line drill 2" min Asphalt Previously existed. Existing Asphalt underlying concrete Concrete Concrete----,, Existing 6. min. Cement Existing Cement // Cement Concre e t Concrete Concrete Pavement �ncrete, P Min. Crushed Surfacing ----- ---- Top Course 6" min. Crushed Surfacing Compacted Crushed Rock Top Course C6nc. shall be.Cl. A (3/4)- B.ckfill Conc. shall be Cl. A (3 PortlandaCem. Cone. Conformin P I d o n Compacted Crushed Rock to Sect. 6-02 . 3. EXISTING fort an tCe..,C Conc. C. CEMENT: RED'GRADE, forming o Se t . 6-02.3 Backfill EXISTING ASPHALT. CONCRETE OVER CEMENT ,CONCRETE I. See Sections 7-18 and 2-09 for Patching and Backfilling Spe cifications. 2. All trenches in roadway areas .shalle backfilled,and patched with Final Joint Asphalt Concrete (311 min.) t asphalt at the end f each ­k day, unless s-parmission is granted replacement patch h to be temporary must be saw cut 1!.; thicker to do otheivise by t e City Engineer and City Traffi-Engineer. t r 3. h _ than previously All temporary patches on trenches shall be pen-jently patched within 2 existed. weeks of completion of work within the roadway. area. 7t Existing A-sph-a-It-Y, M Crushed Surfacing 4. Saw cuts on concrete pavemenwts shall be made . no more than one-half the depth g �6. in- Concrete 6.. p of the existing slab. I To Course i. Compacted Gravel Backfill Class "B" my be used upon approval of the Engineer ,Compacted Crushed Rock on trenches over 200 feet in length. THIS PROJECT Backfill PAVEMENT PATCHING DETAILS DATE 1/87 EXISTING ASPHALT CONCRETE OVER PREPARED GRADE SHEET 35 RECOMN'IENDED E ,,ZR A��ROVAL ,Y By DTE By �"Afll_ py — D:' T' VACIFIC [ENGINEERING COMPANY1 cl) .64 -ot Z rv1 C) ICI Z C z M to PROJECT NO 88-39 DRAWN BY KILL ISSUE DATE 12-19-88 LATEST REV to -88 -69 (U 0 in Ln 0 co 0) 0 0 V) W W V 0 M �� ff CIVIL ENGINEERING AND PLANNING CONSULTANTS