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rf <br />2" Typ.NOTES: <br />4" <br />- <br />`materials <br />special pipe <br />iw <br />1. <br />One street sign is required <br />See Note 10 <br />better than the existing pavement <br />2. <br />Bl each intersection. <br />Block numbers are to be acquired <br />H Iv 100 E <br />/ <br />No adapter joints in special pipe <br />from the San Joaquin County <br />- <br />°X <br />� <br />s <br />I <br />t <br />-1 <br />1. <br />If distanceis horn carp to back of <br />n leo short to <br />�* <br />C <br />Retaining earn it <br />' 1/2" R (typ)N <br />Aore <br />3. <br />See improvement plans for <br />H° <br />OIr <br />APPURTENANCES SHALL CONFORM <br />o mea a ramp and 4' <br />location of traffic control <br />4' <br />ry oe sage <br />C <br />devices. <br />TYPICAL STREET <br />SIGN <br />A I <br />The length of the street sign <br />ac <br />«dorm <br />platform di in Cale A. <br />s <br />o"I De ds- <br />BY S.J.Co. DEFARTUENT OF PUBLIC <br />WORKS. <br />of aid. <br />of sidewalk <br />3. STREET LIGHTS SHALL BE ENERGIZED <br />ompact in 12" max. �\ <br />'gs <br />c f <br />E A <br />W <br />the may <br />pressed longitudinally, <br />in Ca" 9 C may <br />See Standard Drawingwin9 No. R-23 <br />Z <br />MENTS SHALL BE MADE WITH P,G.&E, <br />TO EITHER INSTALL THE STREET LIGHTS, <br />Of 95%• under pOvement <br />. S Solt <br />- '� 10 <br />Note <br />and shoulders, and ---------- <br />\---------- / \ --____--- Variable <br />907° <br />~ <br />sign locations. <br />as or or <br />'n <br />o <br />a <br />6. <br />Stop signs shall be 30" for <br />TT <br />relative compaction <br />O <br />°2 <br />- Crosswalk <br />; of 85%. <br />O.D./2Compact in 6" levers <br />M idonad " Ca" D. <br />areas. <br />to a minimum relative <br />Compaction of 90%. <br />rv� <br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br />walk <br />N <br />12.5X <br />wrapped one side through <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />3. <br />a <br />r Nole 10 <br />every expansion joint. <br />of Sidert <br />Planting <br />fax' r^M,o I T <br />2. <br />If sidewalk is loss than <br />full <br />5. <br />w� 5.33X <br />x R/W <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />6. <br />Alla <br />2 <br />o + <br />CURB & GUTTER <br />S' wkds, the width of <br />de- <br />a 3 year bond. <br />Ma% I <br />4. When shown by soil composition and compoctobility, ninety percent (90%) <br />V <br />'m <br />compaction may be used, when approved by the Director of Public Works. <br />urb Full Curb <br />4• <br />the sidewalk shall De <br />pn"e0 as shown in Case C. <br />6, <br />MIN. IdIN. <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />Variable <br />12.5E <br />o.w.. w <br />-�= Haight <br />provisions but in no case shall the shoulder be less than three feet wide as measured <br />1 1/2" <br />C - <br />PianPil <br />Maa, n:I <br />A <br />3. <br />AS an alternate t° Case A, one <br />COMMERCIAL & INDUSTRIAL <br />Area <br />al q <br />cure as 1 <br />'- <br />(typ•) 1" - <br />° �_ <br />p1e,,,„ <br />g Y <br />e m v I Crosswalk �- <br />ramp may be plm in the center <br />o/ t caro n/urn as in Coss E <br />owl. °° <br />COUNTY OF SAN JOAQUIN <br />ow. SEPT. 19 <br />1 <br />Slope 1%4" per 1' <br />groom <br />finish N <br />sr.w <br />CASE A <br />Retaining curb if <br />4. <br />of c ramp r lcrosd in center <br />of cure con- <br />C <br />See Note I f it located <br />in center of curb return <br />A B <br />4, <br />- ° e- . -•.s. i0 <br />lV - <br />5/8" <br />spaced <br />e <br />t,� neces2ary t edge <br />�of aitlewalk <br />4------ <br />1/2" & 3 1/7' key ' <br />t must be smsiik <br />fpuralion mint De simdor to <br />Not mown on lel pion to <br />thataccShown <br />4.5' min. for <br />CASE C <br />one side through unless <br />poured monolithic <br />or <br />Case F <br />every <br />I <br />wheelchairs. <br />4 7/Y curb. <br />6' for (Sidewalk Res than 5' <br />wide) <br />See Note 6 <br />5. <br />If planting °res width is eaual <br />min. <br />8.33 <br />to or greater than romp length, <br />6' curb <br />X. d <br />forms side slope x• distonce•T. <br />E y See <br />(S" Cos. G) <br />Note 10 <br />g "o « w <br />N E <br />6. <br />For Cafes F antl G, the <br />portion of the <br />4'� <br />Sidewalk m <br />may need to be dB. <br />A <br />pressed as shown ry Gose B. <br />passed <br />. <br />9 <br />]. <br />If located on a was <br />Front <br />Edge <br />,t <br />12.5% M <br />d <br />sides of the ramp need not <br />be but [ e minimum <br />d <br />- <br />` <br />1 <br />N <br />Max. r Front Edge of <br />n q <br />parallel, <br />wI of the romp shall De 4' <br />w <br />H3 <br />rKiz <br />See No4 10 <br />Sidewalk <br />at <br />m Sidewalk <br />9 <br />cum <br />a. <br />The Psalm of mer p shod <br />o <br />see Noce 10 <br />Ll See Note 11 if located <br />have a 1/2" lip of s5\ <br />r 1tax <br />Mar <br />From Eag< of <br />Sidewalk <br />--e, <br />in center of caro return <br />9. <br />Sidewalk and romp. thickness. <br />jI <br />o Z l o[ <br />Plant ng <br />CASE B <br />r. moll be a min. <br />curb <br />Ara <br />k <br />x <br />10. <br />the roma aha/ have a wia< <br />_} Z <br />, <br />border with 1/4" grooves ap- <br />f <br />Use rooves on slap n See note 13 a' min, <br />g pig <br />O.C. See <br />Oro.imoUly 3/4' Th <br />A <br />N <br />2" Typ.NOTES: <br />4" <br />- <br />`materials <br />special pipe <br />iw <br />1. <br />One street sign is required <br />M p I A ( ST <br />better than the existing pavement <br />2. <br />Bl each intersection. <br />Block numbers are to be acquired <br />H Iv 100 E <br />/ <br />No adapter joints in special pipe <br />from the San Joaquin County <br />- <br />°X <br />� <br />s <br />pavement, minimum of 0.25 feet. <br />Community Developement <br />NOTES <br />�* <br />with identification marks <br />Department. <br />' 1/2" R (typ)N <br />M ro <br />3. <br />See improvement plans for <br />H° <br />OIr <br />APPURTENANCES SHALL CONFORM <br />locations <br />location of traffic control <br />TO P.C.&E. STANDARDS AND <br />SPECIFICATIONS. <br />- Existing Pavement <br />C <br />devices. <br />TYPICAL STREET <br />SIGN <br />4. <br />The length of the street sign <br />BY S.J.Co. DEFARTUENT OF PUBLIC <br />WORKS. <br />varies due to the length of <br />3. STREET LIGHTS SHALL BE ENERGIZED <br />ompact in 12" max. �\ <br />the street name. <br />}'-Q" layers t0 a min. 3'-0" <br />W <br />5 <br />See Standard Drawingwin9 No. R-23 <br />Z <br />MENTS SHALL BE MADE WITH P,G.&E, <br />TO EITHER INSTALL THE STREET LIGHTS, <br />Of 95%• under pOvement <br />for proposed sidewalk <br />OR AGREE TO ACCEPT THEM FOR OPERA- <br />and shoulders, and ---------- <br />\---------- / \ --____--- Variable <br />907° <br />Z <br />sign locations. <br />\-_-_-_-_-_--_--_-_ outside shoulders. \ <br />Variable --- - - <br />-- - Compact in 24" max. <br />o <br />a <br />6. <br />Stop signs shall be 30" for <br />TT <br />relative compaction <br />O <br />urban areas and 36" for rural <br />; of 85%. <br />O.D./2Compact in 6" levers <br />Z <br />areas. <br />i <br />Edge of pavement <br />or back of dike <br />DiN <br />FACE C <br />portion of ramp <br />when roo.,ng detail. a su ace <br />Top of Romp y <br />located in center h at foms mall have o transverse �y `- <br />curb return 433% mea. 2f, Moe bloomed surface teature rougher CASE D CURE <br />Lip �� than the svrd.rding sidewalk wr.` o� 6 rUfa <br />Raaadld except when located In center Face of ,roan / <br />SECTION A-Acurb Case G <br />n. when .amp b«alae In ( C <br />See a' center of curb return, it Sae Note fi 1 <br />snail be grooved in a nerving- See Note 10 / N <br />note 13 Retaining Curb if Dane pattern with 1/i grooves n / <br />necessary approximately 1 1/2" ob, See f /\ � / \ � St, ;rid $fleet--'�� <br />Up 8.339. grooving dettail. Groov<a should M1 max. \� I sign ;cation <br />Max �27Max. be oiignad par°Ile1 to cros.wolk <br />�- stNpea to direct blind pedes- <br />Mans into appropriate oc <br />crosswalk. ' q 2" I. D. gale . -J <br />°°fpr "° e2S'o STOP AND STREET SIGN <br />To of Ram z apprnx. 1 i/2 on pipe <br />To, D 12. Ramo sine slope vo=les Sae Note 11 o sloping portion <br />Rounded SECTION B -B uniformly from a maximum .1 (-1/: I of ramp LOCATION DETAIL <br />Depress entire sidewalk os required up to 12.5% at curb to con- q p yI <br />form Wein longitudinal sldewaik u 1 1D" flatten <br />slope adjacent to top of the a5 1- e <br />romp, except In Case. C & G. I pipe <br />Retaining Curb if 13. 6' for 4 1 Y Curb height and 2% 12.57. Mox. <br />Lip necessary sloping aidf alk. Far cam at win i I TYPICAL STOP AND STREET <br />2% Moxa height use e' ramp or case C. Crosawalik --^1 -.-t/< <br />SIGN INSTALLATION <br />Case E LIP DETAIL GROOVING DETAIL. <br />E . 3' inn for 4 1/2' curb See Note 8 <br />SECTION C -C <br />Sheet 1 of 2 4- min. for 6' curb Sheet 2 of 2 <br />NO. 1401 By MPr we or ,y. R•wN M "°"°'"' •Y .ww•0 ar <br />STANDARD STREET o. Revises <br />HANDICAP RAMP HANDICAP RAMP SIGN DETAILS <br />rinwn ey JLD onw, JLD M.." h JLD _ (WITHOUT SIDEWALK) I <br />ew=kew oy COUNTY OF SAN JOAQUIN a•'• SEPT. 1991 c...... a COUNTY OF SAN JOAQUIN o•w SEPT. 1991 c......., COUNTY OF SAN JOAQUIN °"• SEPT. 1991 n by <br />aipw a EMr OF PUT C WOWS MPMMIR Of •uex: waste a•"'w "°- - I 'it -k a by <br />NONE °ia•'"° "• R - 1 Old sww. None ori^^• " R - lot a" NONE °f y"syC ""' R 25 <br />R <br />12" Cost Iron Frame antl Cover - refer <br />DIa. Or Sq. Standard frame and Top of pavement grade to Standard Drawing No. 5-4 <br />6" cover assembly Eion Joint Typ. <br />Mortar ,o <br />Precast reinforced concrete 1 Z <br />A.C. 4^ L12xpens <br />' Typ. `- F, 3e• adjustment & 6- recta <br />°a°O•°° 7 4 & 6" sectlona <br />•:°:°.......... 8,. :. e :::.ee•, ::•e I � � A as required <br />:gge +.. :gape:8.gatg. A _ <br />u ': • •e aape"a Precast reinforced <br />A.B. °°e p�C.J: ii fiep •°O:°' I concrete cone <br />1 1/2- D- 3 HOLE <br />EQUALLY SPACED <br />al 1.5' <br />3 <br />0 <br />RURAL ROADS from the edge of pavement. <br />MP R•w•° A NIG H <br />Approved by TYPICAL TRENCH BACKFILL <br />STREET L'GHTING ° <br />STA N C ',RDS ol•ealar aI Fabic work. a. w a JLD <br />ow4••r w COUNTY OF SAN JOAQUIN mw SEPT. 1991 <br />COUNTY OF c JOAQUIN Ipcte FEB. 1994 Slow NONE °r'"`n'°rr °r nm'e woo" e°°••'°"•. R - 29 <br />.dFAn �•:T C .�,.•:,eORKS_.. Orcw:n-luo.-�w•i�-- <br />DICK HOLE <br />•• ::o°°^$::oe°o°e:o ePI '3 ii :e"leoP:a:e;:.o;:.voae;:= <br />Flow line of <br />Cuttsr <br />2' -O" <br />All joints mortared and N <br />4" <br />- <br />`materials <br />special pipe <br />iw <br />Backfill with equal to or <br />M <br />a <br />WATE <br />better than the existing pavement <br />Undisturbed Survey monuments <br />3/4"e 30" iron <br />ZINN <br />and base in quality. New Pavement <br />/ <br />No adapter joints in special pipe <br />- shall be 1" thicker than existing <br />soil x pin <br />°X <br />� <br />s <br />pavement, minimum of 0.25 feet. <br />\ <br />NOTES <br />New base shall be 1" thicker than <br />with identification marks <br />UP of Gutter <br />N <br />existing base, minimum of 0.5 feet. <br />identify service <br />1. ALL STREET LIGHTING AND <br />O <br />H° <br />OIr <br />APPURTENANCES SHALL CONFORM <br />locations <br />NN <br />TO P.C.&E. STANDARDS AND <br />SPECIFICATIONS. <br />- Existing Pavement <br />C <br />2. STREET LIGHT LOCATIONS AT <br />INTERSECTIONS SHALL BE APPROVED <br />J <br />6" Min, -I �►•6' 6"� Ir,- 6" Min, <br />Z <br />30 <br />to <br />W <br />Mt7N <br />(Typ-) (Typ.) <br />BY S.J.Co. DEFARTUENT OF PUBLIC <br />WORKS. <br />k- <br />3. STREET LIGHTS SHALL BE ENERGIZED <br />ompact in 12" max. �\ <br />PRIOR TO COUNTY ACCEPTANCE OF <br />}'-Q" layers t0 a min. 3'-0" <br />W <br />IMPROVEMENTS. NTS. A YAN <br />THE YE E D CE ARRANGE- <br />relative compaction <br />Z <br />MENTS SHALL BE MADE WITH P,G.&E, <br />TO EITHER INSTALL THE STREET LIGHTS, <br />Of 95%• under pOvement <br />v---------- <br />r <br />OR AGREE TO ACCEPT THEM FOR OPERA- <br />and shoulders, and ---------- <br />\---------- / \ --____--- Variable <br />907° <br />Z <br />TION AND MAINTENANCE UNDER THEIR <br />LSI RATE SCHEDULE AFTER INSTALLATION. <br />E <br />\-_-_-_-_-_--_--_-_ outside shoulders. \ <br />Variable --- - - <br />-- - Compact in 24" max. <br />o <br />a <br />CLASS <br />_ = layers to a minimum <br />D+12" <br />R/W <br />relative compaction <br />O <br />C <br />; of 85%. <br />O.D./2Compact in 6" levers <br />Z <br />2. <br />to a minimum relative <br />Compaction of 90%. <br />dowels, greased and <br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br />E. �' <br />D. <br />+ O.C. Min, + C.D.C. Min. <br />1 <br />wrapped one side through <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />3. <br />All rodii are 3/4" unless otherwise specified. <br />NOTES: <br />every expansion joint. <br />1. Relative compaction of materials shall be tested in accordance with <br />Curb, gutter, and sidewalk should hove a broom finish. <br />the State of California, Dept. of Transportation Testing Manuals, test <br />5. <br />method No. California 216 or 231. <br />x R/W <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />6. <br />a� <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />CURB & GUTTER <br />ao I <br />a 3 year bond. <br />under all concrete and compact to 90%. Subgrade material under curb gutter <br />4. When shown by soil composition and compoctobility, ninety percent (90%) <br />'m <br />compaction may be used, when approved by the Director of Public Works. <br />4• <br />5. Special bedding requirements may be shown on the plans or specified in <br />6, <br />MIN. IdIN. <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />Variable <br />2'-0" Level line <br />o.w.. w <br />TYPE 1'A" <br />provisions but in no case shall the shoulder be less than three feet wide as measured <br />RURAL ROADS from the edge of pavement. <br />MP R•w•° A NIG H <br />Approved by TYPICAL TRENCH BACKFILL <br />STREET L'GHTING ° <br />STA N C ',RDS ol•ealar aI Fabic work. a. w a JLD <br />ow4••r w COUNTY OF SAN JOAQUIN mw SEPT. 1991 <br />COUNTY OF c JOAQUIN Ipcte FEB. 1994 Slow NONE °r'"`n'°rr °r nm'e woo" e°°••'°"•. R - 29 <br />.dFAn �•:T C .�,.•:,eORKS_.. Orcw:n-luo.-�w•i�-- <br />DICK HOLE <br />•• ::o°°^$::oe°o°e:o ePI '3 ii :e"leoP:a:e;:.o;:.voae;:= <br />Flow line of <br />Cuttsr <br />2' -O" <br />All joints mortared and N <br />4" <br />- <br />rn <br />special pipe <br />iw <br />bonded with mortar on Diem- 4 <br />M <br />a <br />WATE <br />4 <br />Undisturbed Survey monuments <br />3/4"e 30" iron <br />ZINN <br />both interior and <br />exterior surfaces <br />`.-.basement <br />/ <br />No adapter joints in special pipe <br />or 'S' (two inches <br />soil x pin <br />°X <br />� <br />s <br />(typ.)high) <br />\ <br />ZONE <br />O <br />with identification marks <br />UP of Gutter <br />N <br />Precast reinforced manhole, <br />7 d' t v <br />identify service <br />1"xt 1/4" PICK HOLE <br />O <br />3' <br />1 <br />ZONE C <br />2,-6" <br />_a <br />4" <br />No adapter joints in <br />rn <br />special pipe <br />"W' <br />LL <br />M <br />a <br />WATE <br />4 <br />MAIN <br />ZINN <br />N <br />/ <br />No adapter joints in special pipe <br />or 'S' (two inches <br />ZONE D <br />°X <br />� <br />s <br />(typ.)high) <br />\ <br />ZONE <br />O <br />PLA e ASTM CBt . tus o <br />TYPICAL SECTION B fjjj proper elevation. (uired3'. &, p \ PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION <br />4' sections as required) <br />aA a` NOTE: Dimensions are from outside of water main to outside of sewer. <br />I Notes: slam. > PLAN VIEW all crossings shall be at 90 where possible. <br />I•-2' Typ. 38"� CASE I: New sewer -existing water main <br />Cast Iron Hood Top of Curb 1, Eccentric cones shall be 10 ZONE A: Sewer lines will not be permitted in this zone without special <br />8" if top of curl used where specified on 1 <br />ge to now line of pipe the plans. par N ao permission from County Environmental Health. <br />ry% ti exceeds a' 2. Joints 9may be either keyed ,..} _ ZONE B: Extra strength vitrified clay pipe with compression joints: or <br />A or tongue and valve. Ir 27' rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35 <br />55" S U RI ,\ A iU - _ <br />Flo. <br />of }, Diameter "A' shall be 4� - Lowest k.-- z5 1 /2 / Wspecifications.ewr <br />/rr J 1 Gutter. 48" 60 or 72" as _ _ . <br />1-. z-1/2"6 x 12" Dowels requires. ZONE C/O: Where sewer will carry flows from industrial or commercial develop - <br />3 f Optional Con- Class concrete for ro 8" ment class 50 or heavier ductile iron pipe with standard bituminous <br />„ in each Wall at p <br />„ 5 8 R I 3 3�4 struction Joint. - . base. Pre -cast base d approved mechanical joints shall be used. Where sewer <br />L-.•--_-__ __ __ _-_--•_-__ __ _-__-_-� _ Construction Joint may be used if approved <br />coating n r r. n <br />-li--••----- See Note 3. Ywill car flows from residential developments only ductile Iron pipe <br />`6 36" 6 ° by the Director of Public Works as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or <br />(1� <br />rubber gasketed pipe conforming to ASTM 03034-81 SDR -35 <br />MONO <br />I Class "A' P.C.C. ELEVATION 1 1 4' specification t may in used. In each case a minimum 18 foot length <br />�., / of pipe with no joints shall be centered at the water main. No <br />Sidewoik 24 adaptor joints will be allowed closer than 8 feet to the water line. <br />LI.�� NOTE' A 1'-6" concrete cone may be used if approved by the Director 31 1/2" CASE II: New water main -a%iSting sewer <br />1/16" raised letters SECTION A -A Subgrode 1 <br />2' <br />of Public Works No water mains shall be constructed without special permission <br />Frame r SECTION A -A from County Environmental Health Dept. <br />Cover Lift - NOTES: ZONE B: If the sewer does not meet the ZONE B requirements given above <br />;o �T the water main shall be of class 200 pipe or equivalent. <br />holes t. Hood shall be Cast Iron and be 8 1/Z' Std. Frame & Cover I" Clear ZONE C: No water mains shall be constructed without special permission <br />'n - Material: Cast iron equal to "PHOENIX" P-6002. I used when - / 4 faded bell <br />Frame and rate shall be equal Mortar 3/4" 1 2 from the County Environmental Health Dept. If permission Is granted <br />Flat oleo shallbe ed a Steel Bar <br />1" e PHOENIX P-6301. Chain grate 'o .d 1'-6" •• <br />-�- to frame. E E depth Ooes mat permit use of ��\/-/'''���2., 1 17/32•, i the sewer shall be encased with reinforced concrete as de w, <br />25 1/2 Mox tapered unit \ r 1 or reconstructed per case I ZONE C/D requirements. <br />2. Precast concrete catchbosin may be used 4 N 24" -+{' Use precast H-20 load rated Bill Vent -0 tional sewer <br />} iv subject to written approval of the w6 6..• •' as manufactured by Teichert Precast p ZONE p: ore reconstructeld beenclosed <br />case dl ZONE with r C/Dr requirements. <br />as detailed below, <br />Director of Public Works. Ij+-- or equal. <br />N 3. catchbosin W011s may be poured to 1Y die 6' Min. Frame shall be secured to riser or ZONE P' Prohibited construction zone. <br />an elevation not less than 2' below - -A at slob top with cement mortar 30 F^ 5-1/2 6" NOTE: <br />top of Curb. It shell be the M'^ :N I(•--}" No. 4 bars <br />1/4" -•-- N responsibility of the Contractor - SECTION C -C 3'".r -=.•r' < (1) Sewer lines larger than 24" diameter, <br />r ---•••I 3 3 8"-'�'----•"� house laterals above pressure water <br />to frame in and our the upper 2' / <br />2 1/2 t of the Catchbasinp monolithically FLAT SLAB TOP 2 1/8" } Acceptable reinforced mains & sewer lines within re of lo, <br />1 1 /2" I 6" --� If 1 /4' with the Curb and Gutter. 1 <br />-j'T 4. All exposed steel shall be dipped , t 6" concrete encasement head water mains, shall n reviewed <br />Diameter with 2 coats of coat tar pitch heated SECTION B -B NOTE: Frame and Cover shall be detail (class B P.C.C.) <br />SECTION A -A t0 a minimum of 180'F or galvanized, SECTION B -B machined e, assure interchangeability 4 , and approved He the County <br />and a close, quiet fit.-�L�i�_,J�I• #4 bar hoop 24" O.C. Environmental Health Dept. <br />M <br />SURVEY MONUMENT °w ww N" °ww """ FRAME & COVER w % <br />oP Rww•O ey w F w. Rwww M ors. o..w a <br />TYPE 2 STANDARD STORM •„_�,., WATER -SEWER <br />FRAME & COVER ASSEMBLY CURB INLET CATCHBASIN DRAIN MANHOLE w (MANHOLE) SEPARATION STANDARDS <br />Onew, e JLD <br />ck.u.. .y COUNTY OF SAN JOAQUIN o•u SEPT. 1991 °i°"" °j' JLD °^•" °'' JLD ow.a •, JLD °^•" ex JL <br />saw NONE owwRmrtrt or weue works °,•moo „. R-28 ase..• •r COUNTY OF SAN JOAOUIN o•1• SEPT. 1991 <°•_+•• °+ COUNTY OF SAN JOAQUIN o.o SEPT. 1991 C'..•• w COUNTY OF SAN JOAQUIN °•�• SEPT. 1991 crew.,,• •. COUNTY OF SAN JOAQUIN ^•�• SEPT. 1991 <br />CEPRAYpr ar NI woks owwwo Re. D - 1 4 scow NONE ovwmwnr or vue,C wows o,...o x=. D _ 7 7 Saw. NONE py}M1kxxT a Hnuc wows ow.i., w•. S - 4 sees. NONE pvwkTrw-xT or nfe"c worn o,e.w N.. W - 7 <br />sww NONE <br />A <br />Grout smooth all edges of pipe Openlna <br />#5 Rebors (typical) <br />-i 1'-0" <br />Min. 3' Opening (See Note No 3) <br />A <br />PLAN VIEW <br />4' Dio. <br />Standard storm drain manhole <br />refer to Standard Drawing <br />3' die. I No. D-17. 4' Dia. <br />�Z or sq Grout to Foundation <br />J_ 3 Dipipe <br />of fI <br />pp <br />F- 3,. : <br />�- Class "B" Concrete -� <br />8„ 8.. <br />f <br />-S' Min. -I -•5' Min. <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />2,-6" <br />_a <br />Irl <br />a <br />rn <br />T <br />"W' <br />LL <br />M <br />a <br />N <br />Depressed letter <br />ZINN <br />w <br />3/4" R <br />1/2w <br />or 'S' (two inches <br />IV <br />°X <br />� <br />s <br />(typ.)high) <br />Level fns <br />in curb to <br />O <br />52 <br />OD a <br />1 <br />identify service <br />O <br />H° <br />OIr <br />QN <br />locations <br />NN <br />_ <br />C <br />0'J <br />V <br />A' els 60 <br />Yr/ <br />Z <br />30 <br />to <br />W <br />Mt7N <br />a <br />NOTES <br />1. <br />Construct 3/8" expansion joints ® 200' maximum and 1/4' returns, around <br />light poles, hydrants and other fixed objects at sidewalk. <br />Three 5/8" x 24'" long steel <br />W- Water line <br />2. <br />weakened plane joints shall be constructed ® 12' maximum <br />dowels, greased and <br />S- Sanitary Sewer line <br />Transverse <br />wrapped one side through <br />3. <br />All rodii are 3/4" unless otherwise specified. <br />every expansion joint. <br />4. <br />Curb, gutter, and sidewalk should hove a broom finish. <br />5. <br />All curb returns shall be type A curb and gutter. <br />TYPE A <br />6. <br />For subgrade "R" value less than 50, place six inches aggregate subbase <br />CURB & GUTTER <br />under all concrete and compact to 90%. Subgrade material under curb gutter <br />and sidewalk shall be compacted to 90% relative compaction to a depth of six <br />inches. <br />Variable <br />2'-0" Level line <br />o.w.. w <br />TYPE 1'A" <br />w ' <br />1 1/2" <br />C - <br />CURB, GUTTER, & SIDEWALK <br />Broom finish <br />3/4" R 1 <br />COMMERCIAL & INDUSTRIAL <br />6" <br />Scored line if <br />monolithic pour 6" <br />'- <br />(typ•) 1" - <br />° �_ <br />p1e,,,„ <br />JLD <br />owl. °° <br />COUNTY OF SAN JOAQUIN <br />ow. SEPT. 19 <br />1 <br />Slope 1%4" per 1' <br />groom <br />finish N <br />sr.w <br />NONE <br />ovuuva° o. Puwc woRRs <br />or...�, - orR - <br />^ <br />4, <br />- ° e- . -•.s. i0 <br />lV - <br />5/8" <br />spaced <br />x 24" long steel do*els <br />12' D.C., greased and 12" 12"1 <br />1/2" & 3 1/7' key ' <br />wrapped <br />one side through unless <br />poured monolithic <br />every <br />expansion joint. <br />CURB, GUTTER & SIDEWALK <br />A <br />Grout smooth all edges of pipe Openlna <br />#5 Rebors (typical) <br />-i 1'-0" <br />Min. 3' Opening (See Note No 3) <br />A <br />PLAN VIEW <br />4' Dio. <br />Standard storm drain manhole <br />refer to Standard Drawing <br />3' die. I No. D-17. 4' Dia. <br />�Z or sq Grout to Foundation <br />J_ 3 Dipipe <br />of fI <br />pp <br />F- 3,. : <br />�- Class "B" Concrete -� <br />8„ 8.. <br />f <br />-S' Min. -I -•5' Min. <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />M Y <br />bD <br />00 <br />_a <br />Irl <br />a <br />rn <br />T <br />aCo <br />Up <br />LL <br />M <br />a <br />O^ <br />ZINN <br />w <br />Qfn <br />N <br />� N <br />a. m <br />IV <br />°X <br />� <br />s <br />v <br />Z <br />WO103 <br />WZ <br />O <br />52 <br />Loch NOT <br />O <br />H° <br />OIr <br />QN <br />NN <br />z py <br />C <br />0'J <br />V <br />A' els 60 <br />Yr/ <br />Z <br />30 <br />to <br />W <br />Mt7N <br />a <br />M Y <br />_a <br />as <br />Z <br />T <br />LL <br />W <br />iZ�U <br />�~ <br />w <br />Zm <br />ay <br />Q <br />� <br />JL <br />F-- <br />v <br />Z <br />WO103 <br />WZ <br />>W <br />O <br />H° <br />OIr <br />a <br />�¢A <br />v/ N <br />_ � o <br />W `3�YVl�fri <br />¢ J W X X <br />6" x 6" W1A x W1.4 welded wire fabric <br />A m <br />15' 2'-6" R/W Widening <br />b 6.. m <br />20• Driveway K <br />R/W 40' Max. <br />N <br />y <br />91 Warp 2 <br />to \ e A Wheelchair Ramp = <br />a v < Heavy broom finish with <br />:2 Warp 1/2" the slope of the romp. � <br />N <br />Lip > <br />n� o rn W <br />.n o <br />Expansion Joint W <br />W <br />12" wide border with <br />N <br />2' Gutter 1/4" x 1/4" grooves Weakened plane joint <br />approx. 3/4" O.c. A on (t drive. RECORD DRAWINGS <br />Flow Line -3/4" Lip <br />PLAN These Record Drawings have been prepared based <br />R/W on information submitted by others, partially or <br />totally. While this information is believed to be <br />OTES: 2' 3' 4' Ramp 2' 6" reliable, Ruggeri -Jensen -Azar & Associates is not sc <br />1. The foundouon man m <br />be o nimum of 5for 44" D.D. pipe and smallerresponsible for its accuracy, nor for errors or <br />2. For pipe larger than 447 0 0. the foundation stall extend o minimum t'-6'• omissions , hich may have been incorporated into <br />of e" beyond each side of the pipethese do "menta as a result. <br />3. Opening to be 3' long x ()O. of pipe) wide, up to 36' I.D. pipe. Warp WOrp <br />W <br />For pipes larger than 36' LD., opening to be 36" diameter or square. 6„ _ •� 44628 3131/02 ` <br />" SADDLE -TYPE MANHOLEw Joseph Azar RCE No. Exp. Date C <br />. <br />FOR 6' I Date: ('I t L r <br />w JLD PIPE 24" DIA. AND LARGER 3/4" LipSHEET NO <br />Apron Slope <br />COUNTY OF SAN JOACUIN a•" SEPT. 7991 2% Min. - <br />NQNE an+wlurnarwwuc.aRx. a.e.i",.. p _ 16 NOTE: SECTION A -A 8% Max. <br />To be used only with approval from the Director of Public Works 4 <br />SPECIAL COMMERCIAL ZaniiW,61la OF 26 SHEETS <br />a«.w JLD DRIVEWAY JOB NO. 981007 <br />a.rw w COUNTY OF SAN JOAQUIN °"' SEPT. 1991 <br />sew. NONE aonwm or •aux wasxs ow.:w "•. R - 14 <br />