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<br /> EAR/Na �` aRZ1BB/NG' ASP11W T CONCRETE�Alisc. Arms) 210 AZ T P/PE ( gpe B)
<br /> 064 TION QUANT/TY ,�OCAT/ON /TEM QUANT/TY LOGAT/ON OUA/VT/TY
<br /> Sta. 0t/3 to Sta 7Yt5-0 el?Y Overslae Drain /2-4-_Y Sta 6S *4O 4OL •F.
<br /> Sta. /2+70 Rt .. .. S S.Y.
<br /> Sta- 127' 70 /,f. S 5-Y
<br /> Sta. 42 1-s0 Rt. le, S S•Y
<br /> Ste 44+SO Lt.
<br /> � SS Y.
<br /> Ste. ,S2+00 Rt. 6 SY 1
<br /> 6
<br /> ROADWAY EXCA VAT/O/V ste. s2*/s Lt � � s S
<br /> ste ds+oo Lt S.
<br /> y /2 zVWRETE
<br /> CAT/ ANT/r Toto/ 30--s•Y PRIMCW4� PI C/. ff C,S.P,
<br /> LO ON QU Y )
<br /> sta o*/Y to Sta: 714L 160 __ 3, 908 C, Y LOCA T/ON QUANT/TY
<br /> i
<br /> Refer to p/arts /76L•F
<br /> ASPIMI T CONCRETE D/KE
<br /> IMPORTED BORROW (O .SO Type A)
<br /> L
<br /> X4 TION QUANTITY IOGAT/ON aIMNTiT Y MONUMENT FiQAME Of COv�"R
<br /> Ste O t/3 to Sta. 73*SO 5293—�47 Y Sta. /;SO to S as Lt. e Rt 700L.F.
<br /> LOCA TION QUANrlrY
<br /> Sta 9+50 to 14?f70 Ry . 3c�0L•F
<br /> Sta. 9*50 to /Z*70 4f. 320 4•f Sta. ZS*15 60 /.Ea.
<br /> Sto.43o-50 to 47#00 Rt 9-60L•f
<br /> Sta. 44,-so to 47*00 Lt. ,ZSO L.F ;
<br /> Sto. SO t00 fo S6*.50 �Pt. 6SO L•F �
<br /> D!'/VEwA Y (Tyne A ) Sta. SO*00 to f7tZ5 Lt 715E•F E
<br /> Ste. 62+ SO to 66100 ,G t. 3SOL-F
<br /> i
<br /> NO QC/ANT/T Y
<br /> Total 3,665 L•F AL L OWAB/, E A4TERNATIME P/PE
<br /> /1 Ea 390 S Y Tyoe A = R G p (c/Zr), ?,hE � ,�Z�, or k 3
<br /> T e B = or C S.P (O.079��tfiick
<br /> .yP � Standard Monument s•�
<br /> Frame a Cover to be i Finished Surface
<br /> Furnished by S. J. Co.
<br /> A,L T. PIPE (Type A �
<br /> 0R1VE- tiA Y (TyPe 9) LV4CAT10A1 QUANTITY
<br /> NO. QUANTITY Ste. /3+ 50 40,G•F
<br /> 3" 6"
<br /> 6 Ea /74f S•Y
<br /> Monument Set P, C.C. Class C
<br /> by Others
<br /> 1200 ALT PIPE- (7- B = MONUMENT FRAME & COVER
<br /> y )
<br /> 01 AS5 2 AGGREGATE 9A54C L OCAT/ON QUANTITY DETAIL
<br /> ,LOGAT/ON QUANT/TY Ste. 2+6s Jwz-F No Scale
<br /> Stn. a,-/j to Sta. 73*SO 2, 7/7 C' Y Sto. 4S*00
<br /> Tota/
<br /> 1171ersecti717 (Spartore/ Area) 20 G' Y
<br /> Orivewo (Type A) ¢3 GY Conform to Edge of Pavement
<br /> E
<br /> U✓lder 1;fB BB G Y
<br /> Toto/
<br /> , R
<br /> /8 AZT P/PE (Tyke
<br /> ASPf1AZ T CONCRETE(Type B) ,o e
<br /> L OCAT/ON QUANTI T Y AS BUILT
<br /> ,LOCAT/ON QUANT/TY sta. Sz f•60 40L4C, may°
<br /> RECTIONS ��y
<br /> Sta. O-+/.� to Sta- 73,-;0 /,894 Toes ;cJ�CHANGES
<br /> E /17tersec (S,000a're/ Area /4 raw
<br /> I Or'i�ewvy (Tyne A) 3/ T m_ DATE ------------
<br /> Aspha/t Conciefe Dike(0:0 70eA) /02 Taos
<br /> Asoha/f Concrete rlYVc. Areas) 6 ToaJ Cnnfor�n to existing
<br /> Tota/ 2, 047 Torts t2'.t1m.
<br /> c
<br /> A
<br /> Type A 0/ZA G. over 0,15 A B
<br /> Type B s Gornpocted Native Materia/ or Xwported Borrow
<br /> 1
<br /> TYPICAL D1?/!VENA Y DET�9/,G
<br /> S
<br /> NO SCALE
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<br /> �.. r. 4"_ r.. ... i. i ..i /... R 4.. ;. xre f• '..a'd ct •5 c. a_ • 9
<br /> r CONST NOTES DETA/LSF' 11 N MACKVILLE ROAD
<br /> 6C,1 4 G' 5 V" f n. �. } "r b�'�`l F
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<br /> 1
<br /> 1
<br /> DATE
<br /> REVISIONS ✓ �✓ _. r.. ...__ ,
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