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LIMITS OF FILL <br />REMOVE 5' LF CONC. <br />CURB AND AC PAVING. <br />MIRROR REPLACE W/ AC (MISC AREA) Cactus ReStaUrGntSAME5' MIN i- <br />DETAIL MEGALUG <br />45' ELBOW RETAINER GLAND (TYP) <br />MJ X MJ) DIP (PE X PE) - 2' LONG E) RAIL TO REMAIN <br />qMIN <br />nurY <br />2" MAX EXIST WATER PIPE I SAWCUT 1 <br />1 ' WIDE CONC. STEP <br />CO <br />k6 <br />00 xexto <br />2 MAX <br />O\ <br />Q+ FLEXIBLE 0 <br />X <br />COUPLING 0 0, <br />45' ELBOW <br />a <br />r <br />t6. <br />MJ X MJ) <br />rolzi Os <br />K <br />txtoo <br />rO 6l111_1111 I1=I I I_ <br />Q JUALITDIPI 'i i—I1=1 I I— —1I 1-1 =1I , <br />OPEXPE) <br />CAST AGAINST <br />III_ <br />11- UNDISTURBED <br />MINOR CONC i- <br />11- - MATERIAL (TYP) r <br />1 OMISC. CONSTRUCTION) R NG <br />MINOR CONC CONCRETE BLOCK "B"BEP P <br />PREP MISC CONSTRUCTION) <br />h- STEEL REINF BARS BENT AROUND <br />ELBOW, BOTH ENDS EMBEDDED IN <br />CONCRETE, HOOK END (TYP) <br />1U11LITY CROSSING <br />2 <br />NO SCALE <br />3 <br />SIDEWALKSIMPROVEMENT <br />OS 12+00 <br />DETAILS <br />C-2 SCALE: 1"=10' <br />LINE CUT PAVEMENTMATCH EXISTING PAVEMENT, <br />BEFORE EXCAVATING FEATHER WHERE NECESSARY <br />EXISTING PAVEMENT <br />SUBGRADEOr <br />j 6 95% RELATIVE COMPACTION <br />6" mint <br />COMPACT IN 12" MAX. LAYERS 1 . TRENCHING IN EASMENTS AND OTHER AREAS NOT IN STREET R/W MAY BE <br />2'-6" TO A MINIMUM RELATIVE BACKFILLED WITH NATIVE MATERIAL TO A RELATIVE COMPACTION OF 85%. <br />PLACE DBL LAYER OF 1 -6 COMPACTION OF 95% <br />2. OVER EXCAVATE TRENCH BOTTOM UNDER COUPLINGS TO PROVIDE UNIFORM <br />WELDED <br />W <br />WIRE . <br />4 6", MIN (TYP) SUPPORT ALONG THE PIPE BARREL. <br />WELDED WIRE FABRIC <br />D+12" -min <br />WITH 6 OVERLAP 3. NO JETTING OR PONDING WILL BE PERMITTED UNLESS BY SPECIAL APPROVAL <br />COMPACT IN 12" MAX. LAYERS OF THE DISTRICT ENGINEER.AT JOINT. D+T8" max <br />VAR TO A MINIMUM RELATIVE <br />COMPACTION OF 90%4. PAVEMENT SECTION SHALL BE EQUIVELANT TO EXISTING PAVEMENT BUT IN <br />NO CASE LESS THAN 4" OF A.B. AND 2" A.C. ON CLASS 'A' SUBGRADE. <br />5. THE TRENCH MATERIAL SPECIFIED SHALL BE PLACED CAREFULLY IN ORDERNEWDRAINPIPE <br />NOT TO DAMAGE THE PIPE AND COMPACTED IN ACCORDANCE WITH <br />ASTM D 1557-78 PROCEDURE TO THE PROPER LINES AND GRADES SPECIFIED. <br />0- <br />POUR CLASS B CONCRETE <br />6" MAX. LAYERS <br />D+12 CRUSHED ROCK 3/4 OR <br />D <br />COLLAR TO CONNECT PIPES AGGREGATE ROAD BASE CL-2 <br />TO A MINIMUM RELATIVEASSHOWN. <br />if <br />COMPACTION OF 90% <br />EXIST DRAIN PIPE HAND <br />SPRIANGLINMP <br />D/2 <br />PIPE BARREL <br />K'2 PIPE CONNECTION DETAIL <br />C-2 <br />NO SCALE 4 TYPICAL TRENCH BACKFILL DETAIL r <br />t { d` I 1(7 =i .;.v. <br />a 3 J 3 f . <br />C-2 NO SCALE <br />v <br />tri, ^,,7ftr- tilt! Vgri} <br />C-2 <br />p?,OFESS1ON41 <br />BEFORE EXCAVATING Revision. Description Date By Approved o N• Rai, <br />CALL U.S.A. No. s <br />MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES7300FOLSOMBOULEVARDSUITE203800-227-2600 No. 35370 <br />FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826TOLLFREE 9 3 <br />2 WORKING DAYS BEFORE ALL <br />916) 381-9100 Exp.0 05 OAQUIN COUNTY, CALIFORNIA <br />PLANNED WORK OPERATIONS 0 1 2 3 <br />s <br />9TF <br />CIVIL. <br />o <br />F <br />OF CAVE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTALT. NCUYEN 5 10 oa COUNTY OF SAN J OAQ U I N SCALE: VARIES <br />CONSTRUCTION LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETSA. ENCEL 5/0/ C. ROCKWAY 5/10/04 l ;0 <br />5/04 DETAILS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 13 64 <br />FILE NAME DRAWER I SHEEP NO. ACRD REVISIONS DATE