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i <br /> CLEAN EXISTING ASPHALT CONCRETE STORM DRAIN MINOR CONCRETE PAVEMENT MARKERS <br /> DRAINAGE FACITITIES TYPE A 18"0 ALTERNATE PIPE (DRIVEWAYS) TYPE <br /> Location Quantity Location Quantity Location Quantity Location Quantity Location <br /> 1 Maintenance Hole Ste. 1 + 19 Mainline 1 ,047 Tons Sta. 1 + 16 to Sto. 8+42 726 L.F. <br /> Sta. 3+ I S t ;t , 14 +b7 <br /> 18"0 Storm Drain Inlet Ste, 2+45 L S Miscellaneous Area (Type 11 14 Tons Sta. 9+81 (kt 2 S Y <br /> ) ti-aruo <br /> a , <br /> Storm Drain Pipe Intersections Sta. 10+41 (Pt 12 S.Y. Mistletoe i <br /> Ste. 1 +19 to Ste. 2+45 Sto. 11 + 10 (Rt ) 5 S.Y. <br /> S/0 Wilson Way 175 Tons Sta. 11 +63 (Rt.) 3 S.Y. Sto. 150+44 t" �5t,, a153+ 12 (Alpine A„e , <br /> + Mistletoe Avenue ) ,o Tans STORM DRAIN INLET (TYPE 1 ) Sta. 11 +80 (Rt ) 4 S.Y Sto 146+t)9 149+55 (I�Ipine Ave ; <br /> Alpine Avenue West 31 Tons Sta. 12+30 (Rt ) 11 S.Y. Sta. 0-79 to Ste 0+90 <br /> Alpine Avenue (East) 50 Tons Sto. 13+32 (Rt ) 7 S.Y. Robindale Avenue 4 1 <br /> Location Quantity tocol zi. E� <br /> d Tota 1,327 Toes Ste. 13+82 (Rt.) 3 S.Y. <br /> PLANING ASPHALT Sta. z+87 (Rt.> , Eaah Total 47 S.Y. <br /> Ste. 6+47 (Lt. & Rt.) 2 Each <br /> CONCRETE PAVEMENT <br /> Ste. 8+25 (Rt.) 1 Each PAVEMENT KERS <br /> L40011l1011 Quantity Sto. 8+50 (Lt.) 1 Each <br /> TYPE <br /> A Songiwnetti/Wilson SW Corner 49 S.Y. Ste. 8+61 (Rt.) 1 Each FRAME AND GRATE <br /> Sonquwetetti/Wilson SE Corner, 27 S.Y. ASPHALT CONCRETE Ste. 10+50 (Rt.) 1 Each Location Quantity <br /> Sanquinetti (S) Conform 51 S.Y. (TYPE B Ste. 10+75 (Lt.) 1 Each STORM DRAIN INLET TYPE 1 Detail 38 <br /> Ste. 14+66 (Lt.) 1 Each Location QuantitySte. 0+44 to Sta ♦1 +OS 4 c <br /> r Robindale Conform 27 S.Y. Location Ouontit Ste. 14+63 (Rt.) 1 Each Ste. 2+44 to Ste 3+00 4 t ._ <br /> Wilson San uinetti S Conform Ste. 2+87 (Rt.) 1 Each Ste. 149+19 to Ste. 149+53 Alpine Ave ) 2 t <br /> / 9 O 239 S.Y. Ste. 15+37 (Rt.) 1 Each <br /> 1Mlilson/Songuinotti (N) Conform 98 S.Y. Driveways (Type D) 28 Tons Ste. 6+47 (Lt. & Rt.) 2 Each Ste. 148+62 to Sta. 149+19 (Arpine Ave ) 3 t <br /> Mistletoe Conform ( ) <br /> 36 S.Y. <br /> Total t t Each Sto. 8+25 Rt 1 Each Ste. 13+86 to Sta. 14+61 4 t <br /> Ste. 8+50 (Lt.) 1 Each Sto. 148+62 to sta. 149+54 (Allpin• Ave.) 5 t . 1 <br /> Sonquinetti (N) Conform 107 S.Y. Sto. 15+58 to Sta. 16+06 <br /> Alone (W) Conform 81 S.Y. <br /> Ste. 8+61 (Rt.) 1 Each 3 <br /> Sto. 150+44 to Sta. 150+88 (Alpine Ave.) <br /> Ste. 10+50 (Rt.) 1 Each <br /> Sonquin.tti/alpine NW Corner 73 S.Y. MAINTENANCE HOLE (M. H.) Sta. ,o+�s (Lt ) , Each Total - 28 t <br /> Alpine (E) Conform 70 S.Y. ASPHALT CONCRETE <br /> STORM DRAIN Ste. 14+66 (Lt.) 1 Each <br /> Tota am S.Y. BASE Location Quantity Ste. 14+83 (Rt ) 1 Each <br /> locationQuantic)► Sto. 15+37 (Rt ) , Each STREET LIGHTSte. 2+87 1 Each <br /> , .b(i�anin9 Sta. 4+a8 1 Each Total 11 Eoch MLocation Quantity <br /> MANHOLE <br /> Ste. 3+14 to Ste. 14+91 1 ,576 Tons Ste. 6+47 1 Each <br /> ADJUST HOLE Miscellaneous Areas (Type 2) 437 Tons Ste. 8+42 1 Each Sta. 4+65 (Lt ) 1 L', <br /> Tocol 2,013 Tons Sto. 10+65 1 Each FRAME & COVER (M , H,) Sta. 6+69z (Lt > <br /> Lt <br /> FRAMES AND COVERS Sta 8+ <br /> Total 5 Each <br /> Location Quantity I Sto 10+st (Lt ) i <br /> Sto. 1 +19 1 Each <br /> Location Quantity Sto 12 +3t., (Lt i <br /> Ste. 4+33 1 Each Sta. 2+87 1 Each Total 0 L <br /> Sto. 8+33 t Each ASPHALT CONCRETE MINOR CONCRETE Sta. 4+48 , Each <br /> Ste. 11 +34 1 Each Sto. 6+47 1 Each —• <br /> Ste. 14+50 1 Each MISC. AREAS — TYPE 1 ) CURB, GUTTER & SIDEWALK Sta. 8+42 1 Each MODIFY SIGNAL dIc LIGNTI14i , , <br /> Ste. 15+11 1 Each Location Quantity Location Quantity Sta. 10+61� 1 Each LOCATION 1 , WI 1 SON WA'i" <br /> Sto. 15+22 1 Each Trench Surfacing Sanquinetti/Wilson SE Corner 14 L.F. Tutul 5 Each <br /> Alpine Avenue (East Leg) 1 Each Ste. 1 +16 to Ste. 2+40 69 S.Y. Songuinetti/Wilson NW Corner 27 L.F. Location Guy„ <br /> Total 8 Each Songuinetti/Wilson NE Corner 51 L.F. Wils,n w,,, <br /> Sonouinetti-Replace Exist, <br /> Ste. 3+14 to Sta. 3+50 (Lt.) 65 L.F. PREFORMED PAVEMENT SIGNAL AND G TING <br /> t Sanquinetti Lone <br /> Ste. 3+5o to Sta. 14+42 (Lt.) 1 ,092 L.F. MARKINGS <br /> ASPHALT CONCRETE LOCATION 2 , ALPINE AVEi + Ut <br /> Ste. 3+10 to sta. 8+os (Rt.) as3 L.F. Location Quantity ADJUST FIRE HYDRANTS y ------ <br /> (MISC. AREAS — TYPE 2) 5anouinetti/M stIetoe SE Corner 32 L.F. city <br /> m <br /> Throughout P t - <br /> Location OUan{j{y Sanguetti/Mistletoe NE Corner 32 LF. Location Quu <br /> jec1 ,914 S.F. �n <br /> Location Quantity Songuinetti Lane Alpine e Avenue <br /> Ste. 3+40 ( (Rt 1 Each <br /> (Rt <br /> Ste. 12+79 Trench Surfacing Ste. 8+81 to Sta. 14+62 (Rt.) 581 L.F. <br /> .) ' Each 10"tf Pipe Ste. 15+62 to Sta. 16+51 (Rt.) 89 L.F. 4" PREFORMED <br /> Tota 2 Each Ste. 2+40 to Ste. 8+42 312 S.Y. Songuinetti/Aloine SE Corner 36 L.F. <br /> 1TRAFFIC STRIPE ALTERNATIVE DUN PIPE <br /> �Jp! Sanguinetti/Alpine NE Corner 37 L.F. <br /> Ste. 8+42 to Ste. 10+65 118 S.Y. Sanquinetti/Alpine SW Corner 38 L.F. Location Quantity <br /> i Y ` 12"0 Pipe (Various Locations) 180 S.Y. Allowable Pipe dateriol <br /> Total 2,587 L.F.Manholes 57 S.Y. Detail 22 2,073 L.F. PVC RCP f 1 <br /> Detail 32 2,475 L.F. <br /> DESIGNATION SIZE SDR SIZE CLAS 1' <br /> Tota "7 S.Y. Detail 276 252 L.F. <br /> EARTHWORK 12" Alt. Drain Pipe 12" 35 12" III <br /> Total 4,800 L.F. 15" Alt. Drain Pipe 15" 111 ~" <br /> ROADWAY WIDENING MINOR CONCRETE SIDEWALK 18 Alt. Drain Pipe 18 III 7 <br /> location Quantity Location Quantity <br /> Ste. 3+14 to sta. 14+77 (Lt.) 12 StgtiansSTORM DRAIN Additional Sidewalk 6" PREFORMED <br /> Ste. 3+18 to Ste. 16+50 (Rt.) 14 Stationsa Ste. 2+85 to Sta. 3+50 (Lt.) 24 S.Y. <br /> Tocol 26 Stations <br /> ( 12"0 ALTERNATE PIPE TRAFFIC STRIPE <br /> I a <br /> Location <br /> ' Location Quantity <br /> 13 Sites 488 L.F. Detail 39 3,489L.F. <br /> MINOR CONCRETE Detail 39A 376 L.F. RECORD DRAWING <br /> TYPE C CURB Total Ccvrc.ic)ns ay. rZ fI�Y <br /> y <br /> No C;h_rnges By `r <br /> �' <br /> Location Quantity tate 1'"s s"` No. 21o. pe <br /> DRIVEWAYS (TYPE D) „ Any Person )si ct Ftiis Drat^�i g Should Verify s <br /> STORM DRAIN �/W Ougdront 8 PREFORMED All information By inspecting The Site Of Work. �1V1t <br /> 15"� ALTERNATE PIPE Sanquinetti Lane & Wilson Way 107 L.F. �OFAIat'''` <br /> Number Quantity N/E Quadrant TRAFFIC STRIPE <br /> 9 Locations 217 S.Y. <br /> Location Quantity Songuinetti Lane & Wilson Way 76 L.F. Location Quantity <br /> . <br /> If <br /> Ste. 8+42 to Sta. 10+65 223 L.F. Total 183 L.F. Detail 38 530 L.F <br /> I, <br /> N BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE/AW ET 10TAL <br /> j���.•�.�„�,ll�:� y/�/» �.rt.-..tl-�. -.�-_ �(�111 � 1 if/r� <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES SANGUINETTI LAN IMPROV t i ii i ,il HEETS <br /> - - <br /> �Q (Wilson Way to Alpine: F< , t3 <br /> f DRAWER SHEET NO. ACRD REVISIONS - <br /> e:\sour\s"uin\sumquont <br /> i • j <br />