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Top of pavement <br />Precast reinforced concrete <br />yrade ad* stment rings <br />, 3', 4", & 6" sections —� <br />as required <br />Precast reinforced <br />concrete cone Z� <br />All joints mortared and <br />banded with mortar on <br />both interior and <br />exterior surfaces <br />Precast reinforced manhole, <br />ASTM C478, adjust to <br />proper elevation. (1',2',3', &, <br />4' sections as required) <br />Cast Iron Frame and Cover — refer <br />to Standard Drawing <br />No. S-4 <br />�r— Mortar <br />*o <br />\ <br />0 <br />. g <br />Diann. <br />5" Min. <br />Frame & Cover <br />Mortar <br />Flat slab shall be used when <br />Max. depth does not permit use of <br />' tapered unit <br />�2e Use precast H-20 load rated <br />as manufactured by Teichert Precast <br />Min. or equal. <br />Frame shall be secured to riser or <br />flat slab top with cement mortar <br />FLAT SLAB TOP <br />1" Clear <br />Lowest <br />— E <br />I STANDARD STORM <br />DRAIN MANHOLE <br />r <br />t cwt ' h`a�aj� f <br />A Grout smooth all edges of pipe opening <br />r5 Rebars (typical) <br />4' Dia. <br />3' dia. <br />or sq. <br />r— S' <br />SAV. �5 <br />Notes: <br />Diam. <br />c <br />E <br />1. Eccentric cones shall be <br />b <br />used where specified on <br />�Var, <br />the plans. <br />2. Joints be keyed <br />may either <br />or tongue and groove. <br />,. <br />3. Diameter A shall be <br />4„ <br />48", 60", or 7Y as <br />required. <br />Class "13" concrete for <br />40 <br />base. Pre—cast base <br />may be used if approved <br />by the Director of Public Works <br />ELEVATION <br />sI NOTE: A 1'-8" concrete cone <br />may be used if approved by the Director <br />of Public Works <br />Frame & Cover <br />Mortar <br />Flat slab shall be used when <br />Max. depth does not permit use of <br />' tapered unit <br />�2e Use precast H-20 load rated <br />as manufactured by Teichert Precast <br />Min. or equal. <br />Frame shall be secured to riser or <br />flat slab top with cement mortar <br />FLAT SLAB TOP <br />1" Clear <br />Lowest <br />— E <br />I STANDARD STORM <br />DRAIN MANHOLE <br />r <br />t cwt ' h`a�aj� f <br />A Grout smooth all edges of pipe opening <br />r5 Rebars (typical) <br />4' Dia. <br />3' dia. <br />or sq. <br />r— S' <br />SAV. �5 <br />iFto <br />1Min. 1�3 3' Opening (See Note No 3) <br />AJ <br />PLAN VIEW <br />Standard storm drain ma <br />refer to Standard Drawing <br />No. D-17. <br />Grout to Foundation <br />Class "B" Concret <br />�_5' Min. — +-5' IMin. <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />NOTES: <br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller. <br />2. For pipe larger than 44 O.D., the foundation shall extend a minimum <br />of 8" beyond each side of the pipe. <br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe. <br />For pipes larger than 36" I.D., opening to be 35' diameter or square. <br />30' min. <br />Top of curb — b <br />Flo linguterof 1t•--- Expansion b <br />Expansion ` I Joint N <br />jo(M I <br />Lip of gutter <br />sin assembly to pet <br />below <br />w Flow line of gutter <br />PLAN <br />Sidewalk Y 4' throat <br />1Y Minopening r-24 10 <br />'2i?'r lei• 1 f I \ <br />1/2 " dia. e <br />bolt <br />gan plac <br />gratete e E E GRATE <br />2117 dia. cont. 1Y dia. c'? <br />pipe (sae note min. <br />no. 5) ' , } S- .01 min. 25 1/Y <br />3" 33' <br />SECTION T4 <br />)) I <br />NOTES: <br />1. All exposed steel shall be dipped with PLAN OF FRAME <br />2 coats of coal tar pitch heated to a <br />minimum of 180' or galvanized. <br />2. Crate, frame and aide inlet shall conform to <br />South Bay Foundry A-645 frame with either A-390 <br />rivited or A -390-M fabricated steel grate. <br />3. Grate shall be chained to frame. <br />4. Grate shall be depressed 1" below gutter <br />profile grade. <br />5. 24' pine barrol shall be close II R.C.P.,or <br />class Iror 3 non -reinforced concrete pipe. <br />TYPE 1 <br />CURB INLET CATCHBASIN <br />STANDARD STORM DRAIN INLET <br />1 1/Y y 3 i101.FS <br />UALLv SPACED - <br />PICK HOLE <br />1"x1 1/4" PICK HOLE <br />PLAN VIEW <br />I� b <br />T 1 1/4 <br />iv 1 1/4' <br />2� <br />31 1/7 <br />SECTION A—A <br />3 4Steal Bar 1/Y 4" <br />J �17/3Y <br />•• Vent -optional <br />30• J �-1 <br />3 3/8" 2 1/$SECTION C—C <br />SECTION B—B NOTE: Frame and Cover shall be <br />machined to assure interchangeability <br />and a close, quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />PLAN VIEW <br />1/27 <br />2t22 1/47 <br />SECTION A—A <br />NOTE: <br />Grate shall be fastened to frame <br />with 115 of 1/4" heat—treated chain <br />FRAME & GRATE <br />(18" Storm Drain Inlet <br />Trench Repair shall be 0.70' Deep—Lift Asphalt Concrete. <br />Maximum payment with shall be pipe O.D.+36". Refer <br />to Construction Notes on Sheet 6 for Locations and <br />quantities of A.C. Misc. Areas (Trench Repair). <br />O" O.D. <br />— O.D.+20" Min. <br />RIGID CONDUIT <br />Existing Pavement <br />Compact in 12" max. layers <br />to a min. relative compaction <br />of 95% under pavement <br />and shoulders, and 90% <br />outside shoulder. <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. Relative compaction of materials shall be tested by the State of California, Dept. of Transportation <br />Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excation. <br />PLAN VIEW <br />See note 1 <br />— Grade Rings <br />�— Mortar --�' <br />18" R.C.P., CL III <br />LMohtor (typ.) \ <br />Class "B" concrete - <br />SECTION A—A <br />SDI <br />Limit of Earthwork Misc. Areas <br />(Length Varies. Refer to Construction Notes on <br />Sheet 6 for locations and quantities.) <br />0. G. � C <br />Ditch Grade <br />Ditch <br />Raw.a, C I 3. I 3. <br />SECTION B -B <br />18" STORM DRAIN INLET <br />—Conform to Original Ground (O.G.) <br />at center line of exist. ditch or <br />Swale. <br />SECTION C—C <br />DRAWN BY DATE SHEET TOTAL <br />PROJECT ENGINEER DATE CHECKED DATE SUQMITTED DATE APP OVED DATE THORNTON DRAINAGE PROJECT <br />WHITE 8/29/91 COUNTY OF SAN JOAQUIN [PLAN SCALE: As Shown CONSTRUCTION DETAILS NO. SHEETS <br />— 10� - � -_ Z/7/fZ � � Zi�I�L �/,/ �lz PHASE 3 5 6 <br />� D:\THORNTON\CONSTDET <br />