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❑r <br />_'U <br />M <br />M <br />z <br />0 <br />HOT MIX ASPHALT (TYPE A) 1 <br />Location Quantity (TON) <br />Mainline: <br />GrigsbX Place <br />Sto 12+35 to Sto 24+54 906 <br />Swain Court 171 <br />Sta 10+13 to Sta 12+25 <br />Total 1,077 <br />ADJUST FRAME AND COVER <br />(STORM DRAIN MAINTENANCE HOLE) <br />Location Quantity (EA) <br />Grigsby Place <br />Sto 13+83 ( ) 1 <br />Sta 16+65 <br />Sta 19+50 (�) <br />Sta 22+13 (2' Lt) <br />Total 4.. <br />ADJUST FRAME AND GRATE <br />(STORM DRAIN INLET) <br />Location Quantity (EA) <br />Grigsby_ Place X�TIv�"�--4—��♦ <br />Sto 20+05 (22' Rt) 1 <br />Total _ <br />ADJUST FRAME AND COVER <br />(WATER VALVE) <br />Location Quantity (EA) <br />,Grigsby Place <br />Sta 12+35 (19' Lt) 1 <br />Sta 12+37 (16' Lt) 1 <br />Sto 23+58 (19' Rt) 1 <br />Total 3_. <br />COUNTY OF SAN <br />DRAWN BY I DATE <br />Scott Yamada 1 4/25/23 <br />JOAQUIN <br />PROJECT ENGINEER <br />0 vv1 5 <br />REMOVE SUBBASE, BASE AND <br />ROADWAY SURFACING <br />I Location Quantity (SQYD) <br />Mainline: <br />Grigsby Place <br />Sto 12+35 to Sta 24+54 <br />Swain Court <br />Sta 10+13 to Sto 12+25 <br />6,978 <br />1,025 <br />Total 8,003 <br />PLACE FRAME AND COVER <br />(MONUMENT) <br />Location Quantity (EA) <br />Grigsby Place <br />Sta 124 39 <br />Total 1 <br />---- 4'-0"- -- 1'-0" 2'-0"-- +- <br />- <br />Brom i finish _ <br />At Returns) l 2" <br />L <br />Score Mark If Monolithic Pou 1/2" <br />------- Var. 1.5% T <br />8. <br />B" C-C2Typ — <br />MINOR <br />CONCRETE <br />(CG&S) <br />Location <br />Quantity <br />(LF) <br />Grigsby Place <br />Sta 19+99 to Sto <br />20+10 (Rt) <br />11 <br />Sta 22+58 to Sta <br />22+62 (Rt) <br />4 <br />Sta 22+70 to Sta <br />22+86 (Rt) <br />16 <br />Sta 23+49 to Sta <br />23+67 (Rt) <br />18 <br />Total <br />49 <br />ADJUST FRAME AND COVER <br />(MONUMENT) <br />Location Quantity (EA) <br />Grigsby Place <br />Sta 18+04 <br />otai 1 <br />"CORD DRAW#bj <br />we Chowillill %L Zo <br />t,w►sollpy � <br />dans �ia-i <br />or►y j0OMMM UWV 1hN <br />Dr <br />rt^nr" � �rlNB yVeft <br />AN M "Open" "M 9*0 o1 <br />ft <br />= 2' Max <br />New CG&S 1 -Existing Surface <br />`Install Lawn (Sod) as <br />required to restore adjacent <br />areas, sprinkler system and <br />street signs as required. <br />---. 6"t 6" rte-- NEWS URB, a�IlEki .& SOME DRIG-ei =710N <br />4" (Min) Aggregate Subbase, 1/2" x 24" rebar, greased and wrapped <br />ane side through all expansion and cold <br />Class IV Under New Sidewalks (Typ} joints. NOTE: <br />_,_ 6" W. All Maintain Lawn (Sod) work including HMA behind BOW will be paid under the <br />CLifla• 9UTTFR Ana MOM" QUAL Minor Concrete (Curb, Gutter & Sidewalk) item of work. <br />NOTES - - <br />1. Construct expansion joints at 200' maximum intervals, at ends of <br />curb returns, and at each side of fixed objects. rdv. G Kebar <br />2. Transverse weakened plane joints shall be constructed at 12' _ - 24" C?.C. <br />maximum intervals. <br />3. Neither key nor connecting rebar is necessary if curb & gutter 414' <br />are poured monolithically with sidewalk- <br />BAC.K OF CURB <br />NO SCALE CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />4/25/23 4/25/23 <br />RECORD DRAWING <br />All N•1brw OMiN SD hespeeftV YM )Ifs Of Wnolk <br />LINCOLN VILLAGE STREETS RESURFACING 2023 ( Sheet No. <br />(Grigsby Place: Stockton City Limits to Benjamin Holt Drive, Swain Court: Swain Road to North End) 5 of 5 <br />