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RW <br /> 8 10' <br /> 5.5' 2.5' 4' 4' 2' PLACE ASPHALT CONCRETE <br /> 4 *See note: 2' 4"L (MISC. AREAS) <br /> 1/4" Ft. Var. <br /> 2% — Location Quantity <br /> " <br /> 6., T <br /> LEFT SIDE <br /> 12" 6"6"f - Sta. 30+07 to Sta. 33+93 287 S.Y. <br /> TYP 4lRIGHT SIDE <br /> " (Min.) Aggregate Subbase Sta. 31+34 to Sta. 33+93 133 S.Y. <br /> Cass IV. Compacted to a min. <br /> relative compaction of 90% <br /> Total 420 S.Y. <br /> CURB, GUTTER & SIDEWALK DETAIL 5.5 Width as shown on plans ,� <br /> * Note: 5/8" x 24" long steel dowels, greased and wrapped 10' max. 12 Grooved <br /> 0' joints. Spacing Border <br /> one side throughout all expansion and cold <br /> ' MINOR CONCRETE (CURB, GUTTER <br /> m < <br /> Driveway Transition o r SIDEWALK & DRIVEWAYS) <br /> CD <br /> s ga 'm <br /> so 8.33% a —$ 33', Location Quantity <br /> CD ,� Score Line LEFT SIDE <br /> Sta. 30+07 to Sta. 33+80 (Lt.) 373 L.F. <br /> C4CD I" - Concrete nrn ° Expansion Joint Expansion Joint RIGHT SIDE <br /> o A.C. Transition C 3 + rnl° Face of Curb Sta. 31+34 to Sta. 33+80 (Rt.) 258 L.F. <br /> i_11 DRIVEWAY DETAIL Sta. 30+65 to Sta. 30+71 (Rt.) 6 L.F. <br /> A.C. Concrete X_ cCO,+ �Iw Sta. 30+22f Lt. Sta. 31+60f Rt. & Sta. 32+09f (Lt.) Sta. 30+97 to Sta. 31+03 (Rt.) 6 L.F. <br /> v Misc. Areas '� I+ ( ) ( ) <br /> Saw Cut Conform <br /> 1`D Total 643 L.F. <br /> I <br /> Fsfw orb-'$t:a° attar.:-%' I Exist. Joint Pole to <br /> � - I remain. Pole shall be <br /> .New Sidewalk 8'3% I Back of Walk double wrapped in �OFESS% <br /> co ,� Max. o, I expansion point material <br /> �+ 6 0M I cprioroncrete <br /> to placement of ASPHALT CONCRETE (TYPE B) �`�R D' Mqp�&, <br /> x concrete sidewalk. <br /> W y �� (n 0 i-n' 1 Sta. 30+31 f (Lt.) <br /> Q° F 1 and Sta. 33+18f (Lt.) Location Quantity No. 38465 <br /> zo N �'n� ' I LEFT SIDE � Exp. 3-31-07 � <br /> + CI VI'L <br /> � � o j Sta. 30+07 to Sta. 33+93 1 13 Tons. -9 CP` <br /> cn Proposed RIGHT SIDE <br /> AC TRANSITION DETAIL C.&G. Proposed P.C.C. Sta. 31+34 to Sta. 33+93 52 Tons. <br /> Sidewalk <br /> co <br /> Total 165 Tons. <br /> z JOINT POLE DETAIL PETER D. MARTIN <br /> R.C.E. 38465 <br /> 4 COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS & SAFE ROUTES TO SCHOOL—ELEVENTH STREET sheet No. <br /> SUMMARY OF QUANTITIES (West of Pock Lane) 4 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHE KED DATE APPROVAL R COMMENDED DATE <br />