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4;�' "1 <br /> BIANCHI ROAD <br /> N / / ��� RO O NOEF FILE E R 6X 5 EET TOTAL <br /> 1236 21T 1963 <br /> "� EX6T� <br /> °z' 3�, STRUCTURE EXCAVATION a CLEARING Bt, GRUBBING <br /> m ' Q STRUCTURE BACKFILL STA . 0 - 58 to STA. 26+72.0 <br /> 1 R/W <br /> r�fr� R/W STA. Stnacture Excavation Backfill <br /> l <br /> _--__- - 0] 02 S'>drAwin 14 12 <br /> % Ex sting8'Maroltlhcvrnc�aT AASpill N 0-1g5. _*-tom, . 75 55 FINISHING ROADWAY <br /> Pyzo I ewb,Guller@Skl¢walk a z' <br /> 5 :C0 -- i€ i9 STA.0- 58 to STA. 26+72°1 <br /> R/w I N l6r,lp X-Dmix 26 19 <br /> W I v Const N +118 18E E 25+40 x groin 39 19 <br /> Provide 1' openings in A.CDIKe A.C.Dike; i _ _ <br /> of 10 intervals for Drainage t �o <br /> TOTALS 201 C.Y. '42"Cy <br /> g .15d ; . — PUBLIC ROAD CONNECTIONS <br /> 'CV1 i Esistinq krikal Curb, Gutd¢r, \ <br /> Ed ar °,.�""^r wrk rQ+ t sa""Ik ------� CONCRETE CURB GUTTER & SIDEWALK 0. 17' A. C. OVER 0.50' A. B. OVER0.50' A.S. <br /> r STA. ROAD Tons A.C. -A.B. - A.S. <br /> 10 Sidewalk Sq.Ft. Curb 8 <br /> BI , C ROAD I RIW � / �'` R/W , T 26.72.08 West Lane 14 40 36 <br /> e <br /> STA. TO STA. LOC. L.F. <br /> 26 72. <br /> 26 °� i AuiO/AvfRgGl'/A'�l► 6d'�P "A" ■Bn Gutter <br /> I 0-74 '0-14 Rt. 60 LA <br /> 1 0-45 0+12 Lt. 55 L.F. <br /> Conform ; / a. 0-74 0-19 Rt. 275 SF. CULVERT MARKERS <br /> 8 0-43 0+ 12 Lt. 303 S.F METAL <br /> N1 Dike i y * GRAND TOTAL 578 SP Itk <br /> 115 L.F. <br /> .jd STA. LOC. QUAN. <br /> Sp 15+40 Rt. d Lt. 2 <br /> A.C. SPILLWAY 16 + 10 Rt-4 Lt. 2 <br /> R/W <br /> 26*40 Rt t Lt z <br /> 9. I l "A" <br /> '� <br /> ETAIL STA Loc S.Y. <br /> WEST LANE I I n , L <br /> 0- 14 t s <br /> i SCALE. 1 = 30 0+14 Lt 11 <br /> STA. 26*72.08 13 +50 Lt rr Rt 22 Total b �. <br /> Stole: 1'620' 1 3;' C Rsflcctors 'fie IB+ Lt Rt I 1 <br /> TOTALrJ 3 SY. CULVERTS 8( SIDEDRAINS <br /> 18BCMP 5d36"CMPA 12° ESCP 18"PIPE <br /> � E <br /> 14 Gage 10 Ga CULVERT <br /> Paintblack - PC-C. PAVEMENT `�85L.F 14t..F. 126L.F 314 L.F. <br /> TYPICAL DRIVEWAY = Sta. S teel cin arcing <br /> (Lb..? Pc.c. (s.r.) <br /> m S <br /> 10+ 00 650 43 { <br /> ConformConform R/N/ 4!4 o 20+95 650 43 <br /> 12' Ib' 1 ChaMf¢r ,Bpked b <br /> White st <br /> Enamel Total 1300 Lbs. 86 S.Y. <br /> 2e Min. <br /> ��� R•it. R,� 4rtconst. f 9" PLACING A.C. DIKES <br /> j4 <br /> ` uw STA. to STA. LOC. L.F• <br /> 13+50 — 15+63 RT. 213 <br /> 13+50 —15+63 LT. 213 <br /> FRONT REAR 15+83 -18+00 RT 217 <br /> NM 15+83 —18+00 LT 2.17 <br /> P•y. R'�� METAL 26+10 —26+60 RT 75 <br /> 26+10 -26+60 LT 75 <br /> ICULVERT MARKERS ASPHALT CONCRETE SPILLWAY TOTAL L.F = [0101 <br /> Note: Cross Section of slope ditch mog be semicircular, <br /> Vee or trapezoidal . 16' AUTOMATIC DRAINAGE GATE <br /> 16 Raw ' LEGEND <br /> Conform <br /> STA. LOC. QUAN. <br /> TYPICAL FIELD ENTRANCE 0.17' A.C. OVER 0.50' A.B. OVER 0.50' A.S. <br /> 0 - 28 RT 1 <br /> 81 TRACTOR CROSSING 0+ 1z LT 1 <br /> Scale 1" = 20' TOTAL 2 <br /> "o" I <br /> It1/1L.C/ 0:33A.H. <br /> z; x ziz j <br /> 0:12'A.C. OVER 0.334.8. couNTr or SAN JonQmN <br /> J�I DEPARTMENT OF PUBLIC WORKS <br /> BIANCHI ROAD <br /> 0.67' P.C.C. OVER 0.50'A.S. <br /> CONSTRUCTION NATES a <br /> TRACTOR CROSSING INTERSECTION DETAILS <br /> Scale 1" - 20' DRAWN: APPROVED DATE DATE <br /> PAR. _ <br /> DA Nebo <br /> SCALE: L. H. BRADLEY R.E. 70')] <br /> As P101ed DIRECTOR OF PU BLIO WOR"B <br /> I <br /> 4 Q <br />