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3 <br /> n <br /> 3 <br /> 1 2 3 4 S s 7 8 8 10 <br /> NOTES: <br /> 0 <br /> I. FOR LEGEND. ABBR1y�IT10NS AND GENERAL NOTES" <br /> SEE DRAWING G-1• <br /> .75 _8 <br /> m) ' <br /> THREADED PVC WELL CAP 2. FOR FULL-SCALE PIPING 5[HEMATIC, SEE DRAWING C-4, <br /> � HEP yY CITY WATERTIGHT CAST IRON <br /> N Jf� MANHOLE FRAME AND COVER <br /> JOINT 124' DIA. 4• DEEP1 BFV-7 THRU <br /> 3/4• EXPANSION <br /> WITH JOINT S - " BFV-9— I <br /> C4 % 5.4 e s o oc (MAXI PATCH ASPHALT ABOVE \ - PIPE STANCHION SADDLE <br /> TYP CO X 3' SOIWRE BACKFILLED TRENCH TO \\ <br /> (ATTACH PIPE AND CONDUIT TO CHANNEL COICRE TE COLLAR MATCH EXISTING ASPHALT <br /> 1/4" CLOSURE (TYP) SEE TYPICAL HORIZONTAL BRACE DETAIL 7 JOINT SEAL <br /> ISERL WELD TO IS 61 THIS SHEET: / <br /> I" IM[BA <br /> TH 6" OVERLAP) <br /> �L 1 1/2 % 1 1/2 % 3/16 (TYP) f <br /> TYP 3/16 _ EXISTING I TORT <br /> PITTOP OF JOIST ' 6- PRECAST CONCRETE i A <br /> EL 38.06 I' LEVELING GROUT o ,��MANHOLE RING 1 <br /> i <br /> HAND COMPACTED <br /> GRANULAR EMBEOPICNT <br /> 1� N 1IPIPE <br /> S� <br /> OPEN WEB STEEL JOIST 14K1 12 REG'D) 3" J _ - - - <br /> IPROVIDE BRIDGING AS RECOMMENDED BY 4• O O.O"D <br /> JOIST MANUFACTURER) = <br /> MIN o0° <br /> TS 6 X 6 X l/4 2 1/2" X 2 1/2' X 2 1/2' 2 SATURALAYERSTED <br /> IS LT BETWEEN <br /> PVC P)PE TEE WITH 2' OIA PvC 45' 45" SATURATED FELT TE. TR <br /> 2 1/2' X 2- REDUCER PIPE AND CONCRETE. TRIM <br /> IN HORIZONTAL AT EDGE OF CONCRETE <br /> TS6X8X I/4 <br /> 2 1/2" ANGLED INJECTION WELL. .3 TIES ! 12 2 •S EACH SIDE <br /> SEE ANGLED INJECTION WELL 2 EACH WIN <br /> 2-510'0 EXPANSION ANCHORS a EXISTING HANDRAIL DETAIL THIS SHEET SECTION B TOP OF EXTRACTION <br /> W/ 3 1/2' EMBED MIN (TYP) .. NO SCALE G-2 _ -_ WELL PRD <br /> NM • , <br /> 9 EL 29.75 <br /> U s U l O O <br /> B <br /> 1' END RETURN (TYP) G-S <br /> / 1/4 EPDXY GROUT INTO <br /> 2-L 4 X 4 X 3/6 X 0•-10" (TYP)J EXTRACTION WELL PAD <br /> 6• <br /> EXISTING RETORT PIT WALL "'� � <br /> 45 NOTE: SUPPORT LENGTH 6' <br /> c0° O° - SEE SECTION B THIS DWRAWING <br /> 9.0 O FOR CONTINUATION <br /> CEMENT-BENTONITE GROUT DETAIL I <br /> NO SCALE G-3 <br /> 2 1/2' DIA SCHEDULE 80 C <br /> C PVC RISER PIPE <br /> VOLCLRY GROUT <br /> SECTION A JS SAND FILTER (MONTEREY $ 1 <br /> 3/8- = 1•-0- c-2 <br /> MINIMUM BOREHOLE DIAMETER 7 5/8" <br /> 5-0"- PEA GRAVEL - _--- <br /> =._C._ �-SNE iRRi!PA; CONDUIT <br /> SCREEN WITH 0.125-"SLOTS _ <br /> TOP I:F SCREEN <br /> / 2 1/2" PVC BOTTOM CAP - <br /> O. / <br /> p• / <br /> FRAME AROUND OPENING <br /> CALK ALL AROUND <br /> / 1 <br /> / 1] <br /> D <br /> 55 FLASHING <br /> GIRT OR VERT MEMBER <br /> MALL PANEL <br /> TYPICAL ANGLED INJECTION WELL DETAIL DETAIL z <br /> 5'-0" NO SCALE NO SCALE E-1 <br /> (MAX] <br /> TYP 3/l6 <br /> 3/16 TOP OF JOIST <br /> E JOIST <br /> E <br /> E <br /> to —C 4 X S.4 ITYPI <br /> N <br /> E JOIST - / I V/ <br /> -L 1 112 X 1 1/2 X 3/16 (TYP1 <br /> TYPICAL HORIZONTAL BRACING <br /> 3/4' = 1'-0' <br /> PRELIMINARY <br /> F 12' 6" D 1 ' 2' 3' NOT TO BE USEO FOR CONSTRUCTION F <br /> nnTE OF ISSUE <br /> 3/4"=1 '-0" <br /> 12'6'0 1 2• 3' 4' S' 6' 7' MARLEY COOLING TOWER COMPANY <br /> STOCKTON, CALIFORNIA G-S <br /> SUBSURFACE SOIL FLUSHING SYSTEM <br /> O a-- <br /> O n <br /> cn--•• _ ____ ; DESIGN"!C SAS. [AW" MAW �`K&V�aCCh PROJECT N0. <br /> zmJ - - OETRILCO PVT MISCELLANEOUS <br /> a I is N o CONTRACT NO . 13 CHECKEi Engineers—Architects <br /> _ o - ___ -- SECTIONS AND DETAILS <br /> GENERAL CONSTRUCTION 11654 .652 SHEET <br /> U.• o APPROV•,C 21 Kansas Clty, M�ssourl 5 OF <br /> o�o <br /> Q Q J u OatL REVISIONS NO RECuRC :SSUE ND. BY _+ API' . DATE _ <br /> uoa <br /> CCG. DWG, N0: SOOOOC`+' <br />