Laserfiche WebLink
Backfill with materials equal to Or <br />better than the existing pavement <br />UNDER PAVEMENT <br />AND SHOULDER <br />11001 0. b. I 1o" <br />Max. 4111as <br />0. D. i 20" Max. <br />OUTSIDE SHOULDER <br />NOTES: <br />in quality <br />and thickness. <br />%ego o/f�irc/n�n/Gccdc <br />I. Relative compaction of materials <br />Existing Pavement <br />tested by the State <br />of California, <br />•.F--6" <br />II <br />`o <br />6"...- <br />Min. (Typ.) - <br />rn <br />to line prior to trench excavation. <br />= =Compact in 12" layers <br />permitted <br />within the street Right <br />--�- to o minimum <br />4. * When shown by soil composition <br />- -- <br />relative compaction <br />compaction may be used, when <br />approved <br />by the Director of Pudic <br />_ <br />a <br />' <br />-- - <br />-- <br />> <br />a <br />Compact in 12° layers <br />' <br />-i_ <br />to a minimum <br />o6fiin Pis/sc c/rrof..� �) <br />p, <br />_- relative compaction <br />No. <br />__ j <br />of 90%. <br />01. <br />--- <br />- Compact in 6" layers - <br />(OPfio�o/) <br />Cut✓ed Ccnc <br />N,T. 11rO401Siee/ <br />to a minimum <br />3.i' <br />10" relative compaction <br />-O' 1 <br />�Mox. <br />Mox: of 90 %. <br />CU.P✓c0 CovcaEre- <br />D D.t 20" <br />Mor. <br />UNDER PAVEMENT <br />AND SHOULDER <br />11001 0. b. I 1o" <br />Max. 4111as <br />0. D. i 20" Max. <br />OUTSIDE SHOULDER <br />NOTES: <br />' <br />Pin.Fsifon No. A 624 r t9uo/ <br />%ego o/f�irc/n�n/Gccdc <br />I. Relative compaction of materials <br />shall be <br />tested by the State <br />of California, <br />Dept. of Public Works, Division <br />of Highway, <br />test method No. California 216 F. <br />2. All existing pavement shall be <br />neatly cut <br />to line prior to trench excavation. <br />3. No jetting or ponding shall be <br />permitted <br />within the street Right <br />of Way. <br />4. * When shown by soil composition <br />and compactibility, ninety percent <br />190 %) <br />compaction may be used, when <br />approved <br />by the Director of Pudic <br />Woks, <br />TYPICAL TRENCH <br />BACKFILL <br />'10 <br />Math <br />Thcv7R} block <br />I.sx1•s' r+'+t+�• <br />beach v% at ea <br />APPROVED I ` I <br />-J x-6'.1 <br />i <br />Frame C 67 oak - Pnfrifon <br />No A 4208 a- Z5�w/-/ <br />L, <br />i <br />• �•\ ��ILLA U/AII <br />z ti <br />Mortal / <br />U <br />1 James John .1 a765 <br />Q'J wet• baccel F\ce Hydca"A <br />Val boX Ga7ef IL --I- 4„ <br />ve <br />Cmt�esr►}y <br />e° � z' <br />Valve. box %. 42r -A EtOHr. • srsrslwF'F '10%n+cchr%%*y G- a `r'raFRr- box <br />trexA-1bAstovt or ejual) c" t^avtcre}e collar <br />�_�3ppor+sleeve w/Qdwd b1ks. <br />•�' thcusF block <br />t•t' Mtn. <br />•, "' bearing area <br />T1feo No. 4o adap}el' <br />G" flanged gale valve wri barrel FAA -but' <br />T1f co No . 1 t ale <br />FIRE HYDRANT 81 VALVE DETAIL <br />•�r <br />VA <br />-20eto <br />SECTION A -A <br />STANDARD STORM DRAIN INLET <br />SECTION B -B <br />Cos/ /ion Fiavne• and Cavo <br />' <br />Pin.Fsifon No. A 624 r t9uo/ <br />%ego o/f�irc/n�n/Gccdc <br />Piscor/ isv�iiviced concreJ�e• <br />WONG ENGINEERS I IVC. <br />PLANNING R ENGINEERING SURVEYINGscale <br />STOCKTON, CALIFORNIA <br />R.C.E. No. 14269 <br />job no. 19o9 <br />GRANT INDUSTRIAL. PARK <br />SHEET <br />6 <br />of six <br />no. <br />description <br />date <br />by <br />date SEPT. 1980 <br />Dimensions <br />-concis/s comer <br />. ' b <br />- <br />'A'Bar <br />'B'Bar <br />A//.ficin/r moiforoo'pnd .�' <br />\� <br />6oiro'ed wi//i mocfsi oe .. <br />\ <br />I check c.c.w. <br />'E'Bar <br />e' <br />'10 <br />r <br />a <br />L . <br />Aacosfrsinl6lccd nsw,M{a,F „. <br />' <br />y <br />2 <br />o6fiin Pis/sc c/rrof..� �) <br />Lawtri �- <br />/2,'9on/Q'lerhelrs <br />No. <br />Le in No. <br />J <br />No. <br />Lon 1 <br />0 <br />(OPfio�o/) <br />Cut✓ed Ccnc <br />N,T. 11rO401Siee/ <br />3.i' <br />S'•G' <br />-O' 1 <br />61 <br />C/ass BCn�� <br />CU.P✓c0 CovcaEre- <br />1 J :o' <br />BaoGr <br />J 6'-5' <br />/7 <br />5-Z <br />TYPICAL STORM <br />SEWER MANHOLE <br />VQ0-1 <br />IS Bars Lw /O"'/c /ro f'esri io'y Jo" <br />hdrJ20nfJl1 (7ypl i iVls s'n-mo.. <br />A -- -D'Bar �r-'" D'Bar--- A <br />'E'Bar , `�� 'E',ear <br />X <br />Je/ow-� I ` " d 'c'BartcbeadaEdifWiss'io6^!ryp) <br />------ I J G'dere'obeodded/fWis/1'ormare(7yp) <br />5=G' -'I <br />PLAN <br />'C'Bar ¢o bl <br />WisS"tot <br />'G'Bar !o be <br />W is <br />Eccentric Cons <br />SfandlydPrecas>'Rev7forced <br />Concrete Manhole Risers. <br />E'Bar C Bar <br />Groui 'E'B.ar <br />D'Bar -� \F <br />a' Jar <br />w 43 5' or more <br />m <br />1 � 1 <br />1 <br />'A' ears a zo^ve � <br />g <br />SECTION A -A <br />d.7dard Precast Rein <br />{arced <br />crete M.7nho/e Risers. <br />LID each Side of Manhole <br />each end of Base <br />P'Bars a 10"5/c if <br />W is s' or Marc. (7yp) <br />SECTION B -B <br />MANHOLE BASE DETAILS <br />A' Bars @ 10"% <br />C/�18\.55'B'concmie. <br />1/z'mJaX. a55regatc5. <br />6roui smooth a//edges <br />of Pipe opening. <br />'B / Bars 0 20"% <br />�• <br />Manhole Brae <br />cu. YdxLJ <br />WONG ENGINEERS I IVC. <br />PLANNING R ENGINEERING SURVEYINGscale <br />STOCKTON, CALIFORNIA <br />R.C.E. No. 14269 <br />job no. 19o9 <br />GRANT INDUSTRIAL. PARK <br />SHEET <br />6 <br />of six <br />no. <br />description <br />date <br />by <br />date SEPT. 1980 <br />Dimensions <br />•f <br />'A'Bar <br />'B'Bar <br />DETAIL SHEET <br />' C'Bar <br />design <br />`D'B�r <br />I check c.c.w. <br />'E'Bar <br />'10 <br />Rei/M. <br />a <br />W <br />X <br />y <br />2 <br />CO"r"' <br />No. <br />Gen Ih <br />No. <br />Le in No. <br />J <br />No. <br />Lon 1 <br />No. <br />I Jsn <br />N,T. 11rO401Siee/ <br />3.i' <br />S'•G' <br />-O' 1 <br />61 <br />2.83 <br />1 7 <br />1 J :o' <br />4 <br />J 6'-5' <br />/7 <br />5-Z <br />2 <br />S•2 <br />2 <br />7-O' <br />1154.4 <br />,y <br />4 <br />5°3Y@' <br />4$le <br />2.86 <br />1 7 <br />14'-71 <br />4 <br />1 6'-9' <br />/7 <br />5'-2 <br />2 <br />2 <br />7'-0' <br />GJ•J <br />42 <br />5-6 <br />S=7' <br />3 <br />294 <br />7 <br />15'-Y <br />4 <br />1 4'de <br />/9 <br />1 5-2' <br />2 <br />5'-2' <br />2 <br />7 <br />/70d <br />45' <br />S-6 <br />5 -"Yl <br />295 <br />7 <br />/5-9" <br />4 <br />G -e <br />/9 <br />5'•2 <br />2 <br />5-2 <br />2 <br />7.0' <br />/73.S <br />ds' <br />z^ <br />5-b' <br />G•Y I <br />Z' <br />3./2 <br />1 7 <br />/G -s' <br />4 <br />7-0 <br />/9 <br />3-e <br />2 <br />-G <br />2 <br />7-0' <br />/79.0 <br />G' -SX' <br />2" <br />3.32 <br />1 7 <br />/71•6' <br />-'Fr <br />2/ <br />S'•2' <br />2 <br />5'-1' <br />2 <br />-,r-,Pr <br />J90S <br />2' <br />3.50 <br />7 <br />19'4' <br />4 <br />7 11 <br />25 <br />$'-2' <br />2 <br />6 -O <br />2 <br />•3I7. <br />57' <br />G%4' <br />6'•T <br />T-Og <br />Z. <br />3.70 <br />7 <br />/9.2 <br />4 <br />7-7" <br />23 <br />5'2' <br />2 <br />G <br />2 <br />Z' -5:y' 223.4 <br />60' <br />B <br />G -/o' <br />T-4' <br />2 <br />3AB <br />7 <br />20'•0' <br />4 <br />T•/o" <br />25 <br />5'-2' <br />2 <br />6'-6 <br />2 <br />Z'-7' <br />236.0 <br />G3' <br />9>4' <br />T -I <br />T-7Y� <br />a.aq <br />7 <br />20• <br />4 <br />B' -o' <br />25 <br />Z <br />G-9 <br />2. <br />t.1 <br />2- /s <br />2M.5 <br />Z' <br />4.29 <br />7 <br />Z/• <br />6 <br />8'-3 <br />27 <br />5.2 <br />2 <br />7'-O' <br />Z <br />2=/d 254.2 <br />9' <br />JZ'/:' <br />7'-7' <br />d'- <br />2 <br />452 <br />7 <br />22= <br />4 <br />8'3' <br />29 <br />18-2 <br />2 <br />7.3" <br />2 <br />Z'-1/Yz <br />2GGb <br />72' <br />/4" <br />7•/O' <br />6'•P <br />2 <br />4.70 <br />7 <br />23.f <br />4 <br />B' -B' <br />29 <br />5-2^ <br />2 <br />T•G' <br />2 <br />5-/ <br />2723 <br />75' <br />/5/y' <br />6-1- <br />s -9>i <br />2 <br />4.88 <br />7 <br />24 Y <br />4 <br />B'-�r <br />29 <br />5'2' <br />2 <br />7• <br />2 <br />3-27L <br />278-/ <br />NOTES <br />1. All Slee/ A305 Reinforcing Steel No. 4 18am Dimensions are out to out, <br />2. Reinforcing stee/ may be r/wrad io aowwt entering manho% sides. <br />3. Where /wo Sizes ofPipe enter and leave a msnhe/e, use dimensions and fLwnti ties for the Ir- der site pJPe. <br />TYPE 2 MANHOLE FOR PIPES <br />LARGER THAN 33" DIA. <br />t <br />SAN JOAQUIN COUNTY FIRE WARDEN ` t' ��+Air °" T = ` R �1 a � �'° � '� A• <br />APPROVED L -- Z-�19 L" APPROVED E 1g tr r <br />'> .' ` ' �`• <br />' - •` <br />WATERLOO-MORADA FIRE DISTRICT SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />0 -1 <br />revisions <br />WONG ENGINEERS I IVC. <br />PLANNING R ENGINEERING SURVEYINGscale <br />STOCKTON, CALIFORNIA <br />R.C.E. No. 14269 <br />job no. 19o9 <br />GRANT INDUSTRIAL. PARK <br />SHEET <br />6 <br />of six <br />no. <br />description <br />date <br />by <br />date SEPT. 1980 <br />L <br />n .ts. <br />DETAIL SHEET <br />drawn <br />design <br />FILE <br />I check c.c.w. <br />►RINTRO ON OIRM NO. IOWN CL[AR"RINT <br />I <br />