Laserfiche WebLink
t—--�24" I.D. CAST IRON <br /> TRAFFIC RATED FRAME <br /> AND LID. <br /> INSTALL STUB—OUT <br /> AND BLIND FLANGE, <br /> 48" I.D. TRAFFIC RATED <br /> MANHOLE PER COUNTY <br /> STANDARDS. POUR AND FORM BASE <br /> ---------- ---------- OVER EXISTING SEWER <br /> E (E) SEWER TO BE LINE. <br /> PLUGGED AND NOTE. <br /> ABANDONED. 1. HORIZONTAL ANGLES AND INVERT <br /> ELEVATIONS FOR MANHOLE BASES SHALL FUTURE r DUCTILE <br /> FORM CHANELS INBE FIELD VERIFIED. IRON FORCE MAIN. <br /> CONCRETE BASE. 12. RCP TO PROPOSED <br /> LIFT STATION. y, FOR PLAN VIEW OF TIE—IN MANHOLE <br /> 2 REFER 'TYPICAL" MANHOLE /1. <br /> _ _________ (P) 48" I.D. TIE—IN MANHOLE. FROM EXISTING IMHOFF <br /> 3. THE BASE FOR TIE—IN MANHOLE #3 TRAFFIC RATED PER COUNTY TANK. TO BE PLUGGED <br /> _ <br /> POUR AND FORM __ ___—_ MAY INCLUDE A CLEAN—OUT OR CLOSED STANDARDS. AND ABANDONED IN THE <br /> BASE OVER — —_—_— PIPE SECTION (FITTING). FINAL DESIGN FUTURE. <br /> EXISTING SEWER a SHALL BE DETERMINED AFTER THE SIZE <br /> LINE FROM SARTINI - '—'— AND TYPE OF PIPE ARE FIELD VERIFIED. <br /> MANOR. <br /> TIE-IN MANHOLE #1 TIE-IN MANHOLE A3 <br /> �(P) 12" RCP GRAVITY <br /> (P) 48" I.D. TIE—IN MANHOLE OVER SEWER LINE TO <br /> EXISTING GRAVITY SEWER LINE FROM PROPOSED SEWER LIFT <br /> SARTINI MANOR. TRAFFIC RATED STATION. <br /> MANHOLE PER COUNTY STANDARDS. + j PLUG EXISTING UNE <br /> INVERT, LINE SIZE AND PIPE TYPE TO �� �� <br /> BE FIELD VERIFIED.POTHOLE EXISTING (P) 12" RCP �\ ` �\ i j INSTALL STUB OUT ,� <br /> SEWER LINE. GRAVITY SEWER AND BLIND FLANGE. <br /> ��i LINE TO PROPOSED TO SEWAGE <br /> _` MANHOLE /1 TREATMENT PONDS. <br /> FROM SARTINI `� y `N <br /> MANOR --F —'_ L <br /> FUTURE 4" DUCTILE �� �/ l--POUR AND FORM BASE <br /> _ IRON FORCE MAIN- OVER EXISTING SEWER <br /> POUR AND FORM BASE LINE• <br /> OVER EXISTING SEWER <br /> (E) SEWER LINE (SIZE & �� LINE. BREAK OUT <br /> INVERT TO BE FIELD TOP OF PIPE AND 1 i (E) SEWER LINE (SIZE & <br /> VERIFIED) \ PLUG LINE TO + 1 + INVERT TO BE FIELD <br /> (P) 12" RCP GRAVITY ��` ��\ EXISTING LIFT STATION. + VERIFIED) FROM EXISTING IMHOFF <br /> SEWER LINE FROM <br /> + + TANK. TO BE PLUGGED <br /> / AND ABANDONED IN THE <br /> TIE—IN MANHOLE #2. ��\�� i i FUTURE. <br /> FROM MOKELUMNE <br /> MANOR <br /> TIE-IN MANHOLE #1 TIE-IN MANHOLE #2 TIE-IN MANHOLE #3 <br /> REVISIONS SCALE 1. a summrrm HOUSING AUTHORITY OF THE SHEET <br /> I40.T DATE DESCRIPTION 1APPROVED DATE &DRAWN: <br /> ME DATE , D A U WA LD E R COUNTY OF SAN JOAQUIN <br /> i a/ss/Do NEW SMO LIFT 6TATIDN mo 5/67/00 �A111�4AlmeLQES11 <br /> : UFO 6/25/00 I , LCM AI ENGINEERING INC. THORNTON, CALIFORNIA5 0� 5 <br /> NO 5/x5/00 DATE:JLIZ/DD i70D i5EEf05T 54Yp WM 202.a SM27R—a s (++sy 662-t67f hI)362-1375 E-rAL ea..w.W4**w jW LIFT STATION DETAIL SHEET <br />