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12" x 31" Key Place 18" Dio. <br /> 4'-0" Unless Poured * Frame and Grote <br /> Increasefollwing <br /> At Grass Broom Finish Surface Monolithic * locations ton 2Fra klinhAvenue <br /> : <br /> Areas 12" 12" 12" <br /> Conform to Existing Sto. 6+01 to Sto. 7+96 Lt.) _ I -7- <br /> Concrete <br /> -T <br /> Concrete Driveways 3 Sto. 6+02 to Sta. 8+50 Rt. <br /> .'1 Construct 18" Dio. <br /> � •` 1 _ Cfto Sto. 9+18 to Sta. 11+30 (Rt.) = J <br /> - 4 cn Conform Storm Drain Inlet <br /> P41NlOQ� 2% 45 o Planed Surface Sta. 12+26 to Sto. 13+75 (Lt.) <br /> _ - <br /> ..���. •- • ,•� , ., � Sta. 9+11 to Sto. 11+29 (Lt.) - C&G only <br /> o At these locations, maintain existing flowline 6" Dia. <br /> — — 6 _ _ Drain hole. <br /> and back of walk and adjust lip of gutter <br /> 6„ 12" _ as necessary. (Typ.) <br /> 5 No. 5/8" x 24" long steel 6 Place Asphalt Concrete i— I 1' Min. <br /> dowels, greased and wrapped 4' (Min.) Aggregate Subbase, (Mist. Areas) 6" (Typ.) <br /> one side through all Class IV. Compacted to a min. OHO <br /> expansion joints relative compaction of -0% o o O o <br /> CURB, GUTTER AND SIDEWALK—TYPE 1 14" x i" Clean <br /> (See Summary Of Quantities for Locations) Crushed Rock (Typ.) <br /> Note: Depress Curb, Gutter and Sidewalk as necessary to match existing 1 8.. SDI DETAIL <br /> driveway grades. 3" nominal curb height may be reduced to a <br /> minimum of 1" for isolated locations. A 3' transition shall be placed <br /> between sections of normal C.G. & S. and depressed C.G. & S. <br /> m Place a catch <br /> 4' Min. basin filter Place Asphalt Concrete <br /> (Miscellaneous Areas) 0.50' thick <br /> See Note Below Existing Surface <br /> � Existing Roadway <br /> 0.50' AC (Resurfacing not <br /> PROTECTION FOR 6" Min. shown for clarity.) <br /> EXISTING DRAINAGE INLET (Typ ) — <br /> b D PAVEMENT REPAIR DETAIL NOTE: <br /> Note: Width (4' minimum). <br /> The Storm Drain Inlet Protection Unit <br /> Approximate dimensions used for estimating purposes \ <br /> m ore available upon request. Dimensions and locations (Catch Basin Filter) �s to remain in place 2' Min. \ Place Structure Backfill <br /> R_ z are subject to change at Engineer's discretion. and functioning from the beginning of the \ / and Compact in 12" max. <br /> > working days until the end of the project. i loyers to a min. relative <br /> M \ compaction of 95%. <br /> 3 7'-6" <br /> 4'-6" 1'-0" 2'-0OM <br /> " <br /> g SCORE MARK IF MONOLITHIC POUR 2" <br /> SLOPE 1/4 PER FOOT - 1 ,. <br /> a ', 10 Mm 10" Min. <br /> ��' �. Y '� � O.D. <br /> t C �R <br /> $ 6' 3, . O.D. <br /> : . . . . <br /> 6„ 20" M <br /> 18" O.C. <br /> 6" <br /> TRENCH DETAIL <br /> TYP. 1 6" + 6.. 1 " x 3 " KEY Z-e�i NOTES: <br /> _ __ <br /> UNLESS POURED ��� ;< `-' '` - ` <br /> MONOLITHIC r' USing This ` i 1. Relative compaction of materials shall be tested in accordance <br /> with the State of California, Deptartment of Transportation <br /> Testing Manuals, test method No. California 21s or 231. <br /> m CURB. GUTTER AND SIDEWALK—TYPE 2 <br /> (Sta. 13+22 t0 Sta. 13+75 — Lt.) 2. All existing pavement shall be neatly cut to line prior to <br /> `- ❑1 #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF SIDEWALK. trench excavation. <br /> M <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS FRANKLIN AVE. & EUCLID AVE. RESURFACING sheet No.(Michigan Ave. to Inman Ave.; Franklin Ave. to Mission Rd.) 11 of 12 <br /> DRAWN BY DATE PROJCT GINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />