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PAVEMENT REINFORCING FABRIC 12^ DIA. METAL FLARED END SECTION TERMINAL SYSTEM TYPE ET <br /> Location Quantity ( ) <br /> Ste 0+50 to Ste. 41+15 (48' Wide) 21,680 S.Y. TYPE III Location <br /> Quantity <br /> Ste. 45+30 to Stu. 58+25 (48' Wide) 6.907 S.Y. Location Quantity Endes 29C-124 <br /> Sta. 60+59 to Sta. 65+88 (48' Wide) 2,821 S.Y. South East Comer 1 Each <br /> Total 31,408 S.Y. Stu. 10+88f (36'1 Rt.) 1 Each <br /> Ste. 11+211 (36'i Rt.) 1 Each Total 1 Each <br /> Total 2 Each <br /> PLACE A.C. DIKE (TYPE A) TERMINAL SYSTEM TYPE ET PLUS <br /> Location Quantity ( ) <br /> Mathews Rood (SE Comer) 38 LF. MINOR CONCRETE Location Quantity <br /> Hospital Road (SW Comer) 76 L.F. TYPE B3 CURB Bridge 29C-124 <br /> Hospital Rd. (SE Comer) 44 LF. North West Comer 1 Each <br /> Hospital Rd. (NW Comer) 162 LF. Location Quantity <br /> 3 Ste. 36+851 to Ste. 38+601 (Lt.) 175 LF. Total 1 Each <br /> Ste. 41+041 to Ste. 41+401 (Lt.) 36 LF. Mathews Read Intersection <br /> Ste. 45+051 to Ste. 55+151 (Lt.) 1,010 LF. Median (South) 155 LF. <br /> C3 Ste. 48+221 to Ste. 53+921 (Rt.) 570 LF. Medoin (North) 155 L.F. <br /> Ste. 55+40f to Ste. 56+301 (Lt.) 90 LF. Intenection TERMINAL SECTION (TYPE B) <br /> 3 Ste. 56+751 to Ste. 57+651 (Lt.) 90 L.F. Median South 125 LF. <br /> °, ' Ste. 58+001 to Ste. 58+751 (Lt.) 75 LF. Median (North) 125 L.F. Location Quantity <br /> ° Ste. 37+85 (Lt.) AC. Spillway 10 L.F. Island (NW) 49 L.F. <br /> Ste. 46+18 (Lt.) A.C. Spillway 10 L.F. Island (SW) 49 L.F. Bridge 29C-124 <br /> F Ste. 47+61 (Lt.) AC. Spillway 10 LF. Radius (NE) 45 L.F. South East Corner 1 Each <br /> n £ Stu. 48+47 (Rt.) A.C. Spillway 10 L.F. North West Comer 1 Each <br /> is ^ Ste. 49+37 (Lt.) AC. Spillway 10 L.F. Total 703 LF <br /> Ste. 53+92 (Rt.) A.C.C. Spillway 10 LF. Total 2 Each <br /> �e Stu. 56+00 (Lt.) AC. Spillway 10 L.F. <br /> 3 Ste. 57+08 (Lt.) A.C. Spillway 10 L.F. <br /> Stu. 58+50 (Lt.) A.C. Spillway 10 L.F. <br /> Total 2,4x6 LF. METAL BEAM GUARD RAILING <br /> Un" 12" DIA. CORRUGATED STEEL PIPE Location Quantty c ` r1 � qy <br /> 0.079" THICK Brides 29C-124: ;`i•. <br /> -- --- — <br /> No. 38465 <br /> 1n - i South East Comer 25 LF. E, 3-31-05 <br /> Location <br /> Quantity North West Comer 25 L.F. <br /> South of Intersection O Mathews Road: wCN>F <br /> z Stu. 9+251 (36'1 Rt.) 37 LF. Total 50 LF. <br /> Ste. 11+05f (36'1 Rt) 37 LF. <br /> Total 74 LF. ///e///ter 1). Martin - <br /> RCE 38465 <br /> COUNTY OF SAN JOAQUIN NO SCALE I SUMMARY OF QUANTITIES EL DORADO STREET RESURFACING Sheet No. <br /> (I-5 to Stockton City Limits) 13 of 13 <br /> -_--... - DRAWN 8Y DATE� PROJECT ENGINEER DATE CHE EO DATE I APPROVAL RECOMMENDED DATE ----_ <br />