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w NONE_.... <br />f <br />01ee100 Or gra wee <br />OTES: <br />1. y deviations from the standard looa600s etvin be approved by the <br />r of Publlo Works. <br />2- Standard shall apply to new developments. <br />3. Fran se UtMes sball Include telephone, gas, electrical, <br />televi n cable, eto. <br />4. Water and Sanitary Sewer shan be located wdfdn area 'x <br />as sho <br />5. Area ma 'V is variable and may be used as ao alternate for <br />Sewer 7 ap ved by the Director of public Works. <br />P.U.E. loaf)--- <br />I <br />' a <br />iv 1 <br />N T <br />LAOATION OF <br />FRANCHISE UTILITIES <br />r. <br />ti <br />'x "x <br />"z 'r <br />UNDERGROUND UTILITIES <br />LOCATIONS <br />AT NEW DEVELOPMENTS <br />OOUNTY OF SAN JOAQUIN <br />wwews OF wen •cgs <br />LEGEND <br />—w-- eater Line <br />-6- - sanitary Sewer <br />D— Storm Sewer <br />6' 5' 24' <br />8 6' 2' <br />4' S 2' <br />101 <br />Ode SEPT. 199' <br />s..e g• D - 1 <br />PLAN VIEW <br />20' <br />3/f —j— 1/8' <br />7 1/2. <br />11 <br />F, I L <br />— 22 1 /, — <br />SECTION A -A <br />NOTE-- <br />Grate <br />OTEGrate Shan be fastened to frc.ne <br />with 11l of 1/,C heat-treated choln <br />FRAME & GRATE~ <br />(18" STORM DRAIN INLET) <br />COUNTY OF SAN JOAQUIN am SFFT. 1ti97 <br />Iseeese Or won Uses seers t► Q- 1 i <br />Sidewalk 4" throat <br />2' idi L ops dng <br />1/2 "jdIa.bolt7T <br />Bova to bo2'ggrat9 in ploE <br />24" did. sono.12" alio. N'd' <br />Pipe (see note nun, <br />00. 5) S- Al min. <br />x••x•• <br />13" <br />SECTION <br />NOTES: <br />1. An exposed at" shall be dipped wttb <br />2 coats of coal for pitch heated to a <br />mialroura of 180' or gabdnized. <br />2 Grate. frame and side Inlet eban conform to <br />South Bay Foundry A-645 frame with either A-390 <br />rivtted or A -390-M fabricated steel grate. <br />3. Grate sten be chained to frame. <br />4. Grate ahafl be depreesed 1' below gutter <br />pra8le grade. <br />5, 24" p 2 barrel span be close U RCP, or <br />aides or 3 non-reldomed conarets pipe. <br />grr � <br />r <br />GRATE <br />PLAN OF FRAME <br />TYPE 1 <br />J<n CURB INLET CATCHBASIN <br />awry n• OOUNTY OF SAN JOAQUIN I was SEPT. 1991 — <br />nr NONE enwnss OF gem loss 16-0oft, D - 13 J <br />,�-C:ost Imo Frame and Cover - refer <br />Top of paysmsot grads, to Stoodard DrawkV No. S-4 <br />- Mortar <br />Precast reinforced cooaets _; <br />Flat slab shall be used wtw <br />depth doss rot permit use of <br />tapered wilt <br />Use precast H-20 load regal <br />as aaAaotured by Tefobed Precast <br />m <br />as required <br />- <br />Prsoast reinforced <br />�. <br />cwwxo% cons <br />_ <br />Aft jjootd,mortored and <br />2'—cl <br />fon <br />I71om <br />ndde <br />both iobrior a <br />1981 I <br />Wderfor surfaces! <br />seessre r wen wee <br />Precast reinforced manhole, <br />5" MirL <br />ASW 0478, adjust to -------- <br />proper slaso8on. 1'�', Ac, <br />SHEET <br />� <br />4 seellons as req ) <br />� <br />>� <br />Notes , <br />,. used tricash saw ebolrad in <br />AS -BUILT <br />easel where spsoiflsd on <br />e» <br />� <br />7-Jobds may M elttsr keyed <br />a tapas and grows. T ,: • .,,o <br />,: ,, ,• • ,•.,, <br />3 Diameter 'r shall las �� ' <br />4I ell, or <br />, <br />' Class 'i' aarW/ete <br />for <br />�P� <br />base <br />re Director ubio Works <br />ELEVATION <br />NOTEi A 1'-d concrete cors may be used 7 approved by the Dksatar <br />of Pubic Warks <br />�Sfd. Frame t Cover Mortar C i' Ole°r <br />lz7 <br />Lowest <br />e <br />�' <br />Flat slab shall be used wtw <br />depth doss rot permit use of <br />tapered wilt <br />Use precast H-20 load regal <br />as aaAaotured by Tefobed Precast <br />m <br />MkL <br />A <br />or equal. <br />of slabrne bttop�w asmensecured k riseror <br />FLAT SLAB TOP <br />ftj <br />STANDARD STORM <br />DRAIN MANHOLENow IF ; <br />JLD _ _4___ <br />--- <br />COLNTT-dF SAN JOAQUIN <br />oomom Or ^00400 low <br />ppgl Coo-- <br />Jsee blow � ft. <br />Claw 'X' P.C.C. <br />PLAN <br />TAL r Curb <br />est Iron flood <br />Top of <br />. I' C top of curb <br />. •.: •" .� to tow irw of pipe <br />F-1-cr-�prre ezaesde 4' <br />2-i/ <br />t <br />o <br />r tr Dowsls <br />at <br />`- CNa sr•riruboEWor�i Jolyd. <br />SECTION A -A 6abgrode �--r <br />NOTES: <br />1. Hood shad be Cast Irca and be} a 1 <br />equal to PHODW P-8002 7} <br />FraLm and grate ebaU be eegqwi }� <br />to PHOENIX" P--8301. Ohaln grate <br />to trans. 1: <br />2 Precast concrete catohbasin is used N 1/Y <br />subject to wrttteo a provol of may * • ;• <br />Director of PublicWe <br />3. Catchbosin Wafts may be poured to ?t <br />co elevation not bee than 2' below 1Y dia. <br />top of Curb. it shall be the Wh <br />U of the Controotor <br />ta�frre Ibm and pour the upper 2' ' <br />of fhe Catchbosin morwMWCQ <br />wltb the Curb and Getter. <br />4. witMh 2 coots sed steel shall be dipped tD <br />of coal tar pftob heated <br />to a rnlairmnn of 180'F or galvanized. SECTION B—B <br />�MW d FW wift <br />�--- - TYPE 2 � �.l.. hr <br />CURB INLET CATCHBASIN <br />•w. r JLD _ <br />amw t C _ __OU_ _ _ <br />M NTY OF SAN JOAQiJIN SEPT. 1991T - <br />r -- NONE <br />MONSOON wen scars o.m, n D - 14— <br />A'0 6Tout smooth an edges of pipe opening <br />8 - �\ / #6 Rebars (typical) <br />-"'1 � <br />4 <br />-4 1�}- <br />A <br />�- --� PLAN VIEW <br />4' Did. <br />Standard storm drvin manhole <br />refer to Standard Drawing <br />3' die. No. D-17. <br />or sq. --Grout to Founda6on— <br />Claes *Er Concrete <br />FA <br />3' Opening (See Note N�) 3) <br />4' D1a. <br />DIq of <br />pipe <br />�—S Min - �- 6' Ulm <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />NQiES: <br />L The fourdaaon shoU be a mhrrwm of G for 44' O.D. pipe and smailac <br />2. For pipe larger titan 44' O.D, the foundolon sboll axtsod a mhdrtu rn <br />of I' byotd snob " of rAs pips. <br />3. OpsnN to be 3' Yang x Q.D. 0 pips) wife, up to 3s.' I.D. Pips. <br />For pipes larger than 3I' LD, opening b be 3s.' donrebr or sgoors. <br />_._ <br />"-r <br />SADDLE -TYPE MANHOLE <br />-� FOR <br />�, <br />- <br />�. <br />SCALE:H: NTS <br />_.I PIPE <br />24° DIA. AND LARGER <br />f <br />err ♦ .. _ <br />C:owri OF SAN JOAQUW ... <br />_ <br />s+ SEPT. <br />1981 I <br />s,r <br />seessre r wen wee <br />D <br />18 <br />SCALE:H: NTS <br />JOB NO. <br />ENSURVEY <br />C O F=D r---] <br />801 17th STREET, SUITE F, MODESTO, CA. 95354 <br />PH: (209) 526 9724 <br />STANDARD DETAILS <br />SAN JOAQUIN <br />COUNTY <br />LIGURIAN VILLAGE <br />OWENS DESIGN CONSULTANTS <br />223570 So. Olive Avenue <br />Ri on, `"A. 95366 <br />(2 9) 599-5224 <br />V: NTS <br />DRAWN SJCO <br />DATE <br />DESIGNED SJCO <br />SHEET <br />� <br />CHECKED <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OF <br />AS -BUILT <br />