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ROADWAY EXCA VA T/ON ASPHALT CONCRETE /2"D/A. AL TERNAT/VE PIPE (Type A ) /d"D/A. REINFORCED CONCRETE
<br /> LocationDRIVEWAY PIPE (Cl. III )
<br /> Quantity Location Quantity Location
<br /> Quantity
<br /> Sto. 34 f- 50 - Sta. 551--00Location Quantity
<br /> /, SOg C. Y. Roadway7 8/8 Tons STa. S/f88 Cs/de-dram) 88 L.F
<br /> Sta. 64 f- 75 - Sta. 86 x 40 /, ¢39 C. Y. Intersections 627 Ste. 741-0o CX- drain) 72 L. F. ,Std. 80 f 55 3
<br /> Tota/ Z, 948 C.Y. Driveways CType D) 26/ �� ata. 851-00 (X- drain) 68 L.F.
<br /> A. C. (M/Jc . Areas) Cly-pe /) 35
<br /> A.C. CM/sc. Areas) (Type e) eeo Tota/ 228 L.F.
<br /> A. C. (Misc. A1-eas)C7`ype 3) 6
<br /> A. e. Dike 60 " e
<br /> EARTHWORK (Miscellacaeous Areas) Rai/road Walkways Ch!P R.R.) eg " MANHOLE < T YP A ) I
<br /> Tota/ 9, 056 Tons „ Location Quantit
<br /> Location Quantity /d D/A. ALTERNATIVE PIPE (Type e ) Y
<br /> Sharpes Demt Perimeter Road / Lump Sum LocationQuantity 5ta. 771,39 (Rt. ) / EaCh
<br /> I
<br /> ASPHALT CONCRETE .Wiseelkneous was) Jta. 79 45 (Side - drain 32 1_ .F
<br /> IMPORTED BORROW L ovation Type Q u�Y i es type ROCK SLOPE PROTECTION
<br /> (facing , Method ,8) ALLOWABLE ALTERNATIVE PIPE
<br /> �
<br /> Location Quantity Sta. 9¢t50-Sta. 35* 30 22ZS.Y. /8"D/A.REINFORCED CONCRETE PIPE(C/. III Location
<br /> uantit
<br /> S/rlme s ,Depot Q y Tye A = R. C.P. (C/ass P), A. C.P. CC/ass .P)
<br /> 5ta 21-85 - Sta. //,3 •� 00 8, 382 C. Y. Perimeter bad lNiden/n9 969 S.Y. Location C. S. P. (o. 079 "thick)
<br /> A. C. S i/!Wa s - As Quantity Sta. 79fOot (Rt) /3 Tons
<br /> P Y Sta. 79 f P6t (Lt ) /O Tons rYPe b = R.C.P. CC/ass Ill), A.C.Pa (Class 171) !
<br /> shown on Plans 5o S•y. C.S. P. CO. 079" ThicA-)
<br /> ata. 75f-7S - �Sra.77+79 (Sick-drain) /64 L. F. To 23 Tons
<br /> 5ta. 77139 - Sta. 78 tll (Side-drain) 72 I
<br /> EAR THWORK(Roadway Widening > 5ta. 76 --5/- Sta. 79 f 0/ C&4*,; -drain) 5o I
<br /> Total 286 L. F
<br /> Location (V Van ti ties D. S A SPHAL T CONCRETE DIKE('Type A) •
<br /> Type / Type e FRAMES GRATES, 5.D. (Type A
<br /> Sta. Zv-85- ,Sta 34150 3/.'65 Sta. Location Quantity
<br /> Sta. SSt00- Sra. 67 f 75 /Z. 75 Std. ” Location Quantity
<br /> 9. E. Corner 566 ,Street 6o L.F. JACKED._ 18 D/A. REINFORCED
<br /> Sra. 86100- ata. //3 r 00 27 Sta' gra. 5/ t 00 <Rt. ) / Each
<br /> ata. Zfi00 -Sra. 81-.00(ira>rt 6 Sra. Sta 401-00 - ta. 4�3f20 (L>.) 320 „ CONCRETE PIPE (CLIP) Sta. 66 t 75 {Lt. ) / Each
<br /> way) Sta. 4100 (7- 5r)- Sta. 43 f eO C�Pt. ) 160
<br /> Totals SO.4 Sta. 27 Sra. 5ta.431-60 - 5/a. 484-00 (Lt ) 440 "
<br /> ata, ¢31--60 - Sta. 47100 (Rt.) .340
<br /> „ Locution Quantity Tota/ P Each
<br /> Sta. 75 1-70 - Sra. 78 Y-ZO (Rt) 250 "
<br /> Sta. 76100- Stu. 78.4-20 (Lt.) 220 " Sta, 78 +-// - c5ta. 78*5/ (914cmdrdin) 40 L.F.
<br /> Sta. 78145- sra. 81 150 (Lr) .305 "
<br /> DRIVEWAYS Sta. 78 f-45- Sta. 8/ f Oo CRt ) 255 "
<br /> Location Quantities Tota/ 'e '350 L.F. "
<br /> Type 45 Tyne D /8 STORM DRAIN INLET (Type A) FRAME COVER, MANHOLE (Type A )
<br /> As shown an Plans 29 5. Y 2,/6 9 S.Y.
<br /> Location �
<br /> Location Qctan City Quantity
<br /> ASPHALT CONCRETE BASE
<br /> 5ta. 77 -t- 33 (Rt. ) / Each
<br /> Sta. 5'/t 00 CRt ) / Eech �
<br /> CLASS 2 AGGREGATE BASE (Shoulders) LD�tiO" Quantity
<br /> Sra. 66+- 75 C�Lt, ) / EA ch
<br /> Tota/ e Each
<br /> Roadway (W1'den/n9 Areca) e, 9 6 7 Tons
<br /> Location Quantity Roadway C!/ariable Depth Areas) /, 039 MONUMENT FRAMES COVERS
<br /> oadwoy (Reconstruction Areas) 3, 850
<br /> Lathrolo Road 784 Tons IhAer,5ecfions 349 Location Quahtlty '
<br /> n ¢ way e ToTons ns
<br /> Itersections 8z Tota/ 8, 205 Tons le "D/A. REINFORCED CONCRETE Sra. S/ t 361` / Each
<br /> ntersDRI VEWAY PIPE (CI Z7) cSta. /04 t5i 37 / Eech
<br /> Tota/ 864 Tons DRI „
<br /> Location Tota/ P Each
<br /> quantity
<br /> RAILROAD WALKWAYS As shown on Plans 456 L.F.
<br /> SLURRY SEAL w
<br /> L ovation Quantity
<br /> Location Quantity S.P.R.R. X-in 43 Y.
<br /> S
<br /> f. P. R.R. -Ing
<br /> 43 S. Y. Denotes Misce//aneous Facjiity
<br /> �Sharpe's Depot Perimeter Road 3, 58/ S.Y. B UILT
<br /> Tota/ 66 5 Y.
<br /> CORRECTIONS BY- f
<br /> Rd0 CHANGES _ +f
<br /> F
<br /> r
<br /> 4
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<br /> PROJEC"T ENGINEER DATE
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<br /> 03°�� 4179 I �, s. �z1,9 __ � . " ,) CONSTRUCTION NOTES ISHE
<br /> �z115 115
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<br /> _ FILE NAME DRAWER
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