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Conform to Exist. C.G. & S. <br />Gutter Flowline <br />° a a <br />d a <br />a <br />� 6" 6" 6" <br />SECTION A -A <br />R & D existing C.G. & S. <br />Const. 4.5' L.F. Type E C.G. & S. <br />NOT TO SCALE <br />Install New Type E <br />Curb, Gutter & Sidewalk <br />4'-6't <br />Const. 18" S.D.I. <br />per Std. Dwg. No. D-15 <br />5' Exist. Type E <br />C.G. & S. (Typ.)- <br />21' <br />Sawcut at nearest <br />weakened plane <br />joint & place <br />expansion joint. <br />DETAIL <br />NOT TO SCALE <br />Cast iron frame and grate. <br />Refer to Std. Dwg No. D-16. A <br />12" <br />Begin Curb Radius <br />Exist. Expansion Joint <br />6" conc. collar <br />Exist. pipe New pipe <br />— X a X— <br />__0 <br />I <br />— — — — R/W <br />Q �1 <br />— X <br />D <br />2 wraps of 6x6 W1.4 <br />W.W.F. (Typ ) <br />DETAIL 10 <br />N.T.S. <br />Grout smooth all edges of pipe opening <br />F- #5 Rebars (typical) <br />Min. <br />A� <br />PLAN VIEW <br />J storm drain <br />Refer to <br />J Drawing No. E <br />t to Foundation <br />ass "B" Concret <br />X <br />3' Opening (See Note No 3) <br />8" <br />5' Min. 5' Min. <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 36" diameter or square. <br />MANHOLE (TYPE B) <br />u <br />NOT TO SCALE <br />Conform _�' <br />to existing Exist. Width <br />0.25' Asphalt Concrete over shaped TYPE D <br />and compacted native material. <br />Const. <br />60' <br />Limits of Earthwork (Misc. Areas) <br />Conform at E.P. <br />Conform to existing radius. <br />10, E.P. 4, <br />I <br />��I Il��lllllli <br />8' 1 4' 1 4' <br />I I II <br />Gutter Grade <br />SHOULDER DETAIL <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED <br />Tony Refuerzo 7/97 n <br />i.—` �id�f7 I ge�crp gz1a/,a ✓� <br />77NAME DRAWER SHEET N0. ACAD I REVISIONS <br />e:\tony\project\thornton\phase5\plan\details <br />NOT TO SCALE <br />DATE APPROVED DATE I� 0 <br />iF/p ���� -, <br />R /W <br />Conform <br />Existing <br />—_ground. <br />Const. <br />25' R/W <br />Limits of Earthwork (Misc. Areas) <br />E.P. <br />ill I 4' I 7' I 4' <br />Gutter Grade <br />SHOULDER DETAIL <br />TRENCH REPAIR SCHEDULE <br />Cast Iron Frame and Cover — refer <br />Top of pavement <br />grade to Standard Drawing No. S-4 <br />Mortar <br />Precast reinforced concrete <br />�I <br />yade adjustment rings <br />4', & 6' <br />0.33' A.C. Paving <br />, q sections <br />THORNTON ROAD <br />as required <br />Precast reinforced <br />at 95% relative compaction. <br />concrete cone <br />WALNUT GROVE ROAD <br />All joints mortared and <br />2'-0" <br />cV <br />banded with mortar on <br />Diam. , <br />both interior and <br />90% relative compaction. <br />exterior surfaces <br />Precast reinforced manhole, <br />5" Min. <br />ASTM C478, adjust to <br />y <br />proper elevation. (1',2',3', &, <br />4' sections as required) <br />o <br />Notes: <br />> A 0 <br />Diam. E <br />�rench <br />1. Eccentric cones shall be <br />STOCKTON STREET <br />b <br />TYPE B <br />used where specified on <br />TOWER ROAD <br />the plans. <br />p o� <br />to 90% relative compaction. <br />2. Joints may be either keyed <br />NOWELL ROAD <br />T <br />or tongue and groove. <br />r <br />3. Diameter "A" shall be <br />14C <br />Lowest <br />48", 60", or 72" as <br />E <br />required. z Class "B" <br />concrete for <br />base. <br />Pre—cast base <br />may be <br />used if approved <br />by the <br />Director of Public Works <br />ELEVATION <br />NOTE: A V-6" concrete cone may be <br />used if approved by the Director <br />of Public Works <br />Std. Frame & Cover <br />Mortar 1" <br />Clear <br />1'-6" <br />Flat slab shall be used when <br />Max. <br />depth does not permit use of <br />tapered unit <br />Use precast H-20 load rated <br />as manufactured by Teichert Precast <br />6" Min. <br />or equal. <br />A <br />Frame shall be secured to riser or <br />flat slob top with cement mortar <br />FLAT <br />SLAB TOP <br />MANHOLE <br />(TYPE A) <br />NOT TO <br />SCALE <br />25' R/W <br />Limits of Earthwork (Misc. Areas) <br />E.P. <br />ill I 4' I 7' I 4' <br />Gutter Grade <br />SHOULDER DETAIL <br />TRENCH REPAIR SCHEDULE <br />TYPE <br />LOCATION <br />STRUCTURAL SECTION <br />Trench Repair, Type A. <br />0.33' A.C. Paving <br />THORNTON ROAD <br />0:75 Class II Aggregate Base <br />at 95% relative compaction. <br />TYPE A <br />WALNUT GROVE ROAD <br />0.50' select native compacted to <br />90% relative compaction. <br />See Trench Backfill Detail. <br />NOTE:, At the Contractor's option, 0.80' deep—lift <br />asphalt concrete may be substituted <br />for the conventional section shown above. <br />Repair, Type B. <br />�rench <br />STOCKTON STREET <br />0.50' A.C. Paving <br />TYPE B <br />TOWER ROAD <br />0.50' select native compacted <br />to 90% relative compaction. <br />NOWELL ROAD <br />See Trench Backfill Detail. <br />TRENCH REPAIR Trench cuts in pavement areas <br />shall be resurfaced with the type of structural <br />section as shown in the Trench Repair Schedule, <br />Trench Repair outside of pavement areas shall <br />consist of 6" native soil backfill compacted to <br />85% relative compaction and surfaced with sod <br />or topsoil as required to match site conditions. <br />Existing Pavement --,6" Min. <br />6" Min.(Typ.) <br />(TYp ) <br />Relative compaction of 6^ <br />6 907 under pavement <br />�\ and 857 outside of <br />pavement areas. <br />NOTE: 3'—U <br />\ Compact in 12" max. / <br />Dimensions are taken \ / layers to a minimum <br />from the bottom of / relative compaction of 90%. / Variable <br />structural section, Typ. / N / <br />Compact in 12' max. <br />Variable i layers to a minimum i <br />relative compaction <br />of 857. O.D.+12" <br />O.D./2 Structure Backfill: <br />Compact ,in 6" layers <br />to a minimum relative <br />compaction of 90%. <br />O D. 10" Min. 10" Min. O.D. <br />O.D. (TYp.) (TYp.) O.D. <br />+ 20 Min. + 20" Min. <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />Exist. ground <br />I;i�ll��llllll <br />Conform <br />NOT TO SCALE <br />Const. <br />R/WI 50' R/W <br />L Limits of Earthwork (Misc. Areas) _ <br />13't <br />E. P. <br />4' i 4' <br />Gutter Grade -I <br />SHOULDER DETAIL <br />NOT TO SCALE <br />Conform to <br />existing grade. <br />IIII <br />UNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION <br />D ETAI LS <br />Const. <br />BACKFILL DETAILS <br />NOTES: <br />1. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly saw -cut to line prior to trench excavation. <br />3. The maximum payment width to be used for measurement of A.C. <br />(Misc. Areas) - Trench Repair shall be the outside pipe diameter <br />plus 3 feet. <br />TYPICAL TRENCH DETAIL K-11 <br />NOT TO SCALE <br />50' <br />Limits of Earthwork (Misc. Areas) <br />Varies from 44' to 30' <br />E.P. <br />Varies _ Varies <br />I�l I,=1 <br />Conform <br />Gutter Grade - <br />SHOULDER DETAIL <br />NOT TO SCALE <br />7' 7' Varies Exist. grade <br />�— Conform <br />Place select native and <br />grade earth gutter. <br />THORNTON DRAINAGE PROJECT, PHASE 5 1'� ""` <br />8 1 9 <br />