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r <br /> i <br /> r <br /> i <br /> i <br /> i <br /> f <br /> 1 Existing 12° 0 R C P <br /> Place wire mesh -- ASPHALT CONCRETE MINOR CONCRETE <br /> over connection. (Miscellaneous Areas) (Curb, Gutter and Sidewalk) <br /> Location Quantity Location Quantity <br /> f l All Corners (4) 9 S.Y. N.W. corner 21 L,F. <br /> N.E. corner IB L.F. <br /> Trench Repair S.W. corner 18 L.F. <br /> \ S.E. corner 3 S.Y. S.E. corner 18 L.F. <br /> 12" 0 RCP <br /> Y 12 S.Y. 75 L.F. <br /> Pour Class B concrete <br /> collar to connect pipes <br /> as shown. FRAMES AND GRATES <br /> 12" 0 REINFORCED CONCRETE (S.D.I.) <br /> PIPE CONNECTION DETAIL PIPE (Class IV) <br /> Plan View Location Quantity <br /> Location Quantity <br /> N.E. corner 1 Each <br /> S.E. corner 6 L.F. <br /> S.W. corner 1 Each <br /> S.E. corner 1 Each <br /> Saw Cut Existing <br /> Asphalt Concrete Pavement (Typ.) 3 Each <br /> Conform (Miscellaneous Areas) <br /> (Typ.) — Existing Surface <br /> TRAFFIC SIGNAL <br /> �J * 24" 0 STORM DRAIN INLET AND HIGHWAY LIGHTING <br /> 0.80' A.C. <br /> Location Quantity Intersection of Benjamin Holt Dr. <br /> and Alexandria Pl. LUMP SUM <br /> S.E. corner 1 Each <br /> Var. <br /> LEGEND <br /> �k Denotes Miscellaneous Facilities <br /> ® = 90% Relative Compaction I <br /> 0.D./2 <br /> ® = 80% Relative Compaction I <br /> ® = 95% Relative Compaction 12" 0.D. 11 <br /> O.D. + 24" <br /> r <br /> I <br /> �tainless Steel Band (3/4" min.) <br /> TRENCH REPAIR DETAIL (Doubled Banded) <br /> Signal Arm <br /> Saw Cut NOTES: <br /> existing pavement1 . All material furnished shall be rust resistant. <br /> 1 ' Asphalt Concrete O <br /> Conform (Miscellaneous Areas) o o Sign Mounting Hanger Assembly 2. The sign mounting hanger assembly shall be provided at a <br /> 0.5' with Adjustable Length —\� length to be cut as required for leveling. <br /> Conform Conform a o 3. The street name signs shall be mounted on signal mast arms as <br /> 1 /2" Stainless Steel Pin with described in the Caltrans "Traffic Manual" Section 4-04:1 , <br /> 0.80' _ _ Brass Bushing or Oil—Lite Bushing "Guide Signs General" . They shall be double faced signs fabricated <br /> 0 U 0 2Con aluminum blanks (0.08 inch thickness) with white legends and <br /> a a a green background. The legend and background shall be reflective. <br /> 2" x 2" Aluminum An le Upper case letters shall be 8" and lower case 6" . Standard <br /> TVaries 12" Spacing (Typical) Varies 9 letter spacing shall be used as described in the Caltrans Traffic <br /> Curb, Gutter and Sidewalk Manual. <br /> with Handicap Ramp. 0.0W Aluminum Sign (Length Varies) 4. The sign hardware shall be aluminum and any moving parts <br /> Existing Roadway See S.J. Co. Std. Nos. R-6 must be made of stainless steel to prevent rusting. <br /> and R-10 for details. <br /> v <br /> W = Conform to width of existing Sidewalk Existing concrete C. G. & S. shall be saw <br /> I MAST ARM ASSEMBLY <br /> cut at conform points of new C. G. & S. <br /> w <br /> HANDICAP RAMP CONSTRUCTION DETAIL <br /> Z <br /> 0 <br /> N DRAWN BY DATEPROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET roto <br /> aa.1/li7An "l92 CO NTY OF SAN JOAQUIN NO SCALE CONST. DETAILS BENJAMIN HOLT DRIVE AND ALEXANDRIA PLACE Na SHEETS <br /> AND NOTES TRAFFIC SIGNAL MODIFICATION 4 4 <br /> FILE NAME DRAWER SHEET NO. ACA <br /> C:\BENHOLI\DETAILS <br /> i <br /> i <br /> I <br />