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ADVIVST/NG MANHOLES F/N/S'H/NG ROADWAY 2/ )CIS"Steel F/orad End Pipe Atch Section PIPE SCHEDULE <br /> Location Station Location Limits Locot%on Quantity v <br /> Cottage Ave. /6 +58 Station to Stotion tr <br /> Cotta a Ave. 2/ ,-87 River Rd. 380+00 ~ 464+00 � r. V Q ' � <br /> 9 Harrold Rd. 0+ 00 ~ 3 +00 North Ripon Rd. No. Sto. //+00 2 each app a0 V Rr. Ci � 0': <br /> v <br /> Campbell Ave. /0 „/2 6'2 ,- 9/ Tota/ z4 each e% ! ;� �c� v Q u <br /> , <br /> Cottage Ave. 5+00 ~ 7460 <br /> North Ripon Rd South 2+00 ~ 17. 50 <br /> North Ripon Rd. North 6+00 /6+70 L 0Cafion L.F. L. F L.F L. F L. F L. F L. f.C 0 . <br /> Wilma Ave. / +SO 3 ,-70 <br /> REMOVING CONCRETE Campbe//A <br /> Ocation Stetion l.2'j Alternate Pioe Oownd�ar,� CTyps E) <br /> Cottage Ave. 70+ 80 Lt. LOCaf%on Quont%fy <br /> r Rd. Sta. 388+ 72 Rt 7S <br /> CLASS 2 AGGREGATE BASE Rive ,20 LF 23+201f �¢ <br /> 34+00 34 4o 6 S <br /> L ocat%on Quoaf%fy 3440Rf <br /> River Rd. Sto. 383+00 to Sfa 463+S0 .3339 C.Y 34404.04Z 4¢,7' <br /> REMOVE EX/ST/NG FAC/LIT/ES yarro/d Rd. Sta. o+ls fo Sta. 2+s0 93 C. Y. 36+9191V z,¢ <br /> Campbell Ave. Sfo. /0„/49 to sta. 62„87 i 9s4 C.Y. I.2a jENTR ANCE TAPER Type /--AIIA) 36+43174 24 <br /> L Oea Pion Type S1Fat%o4 Campbell Ave. leach 29 Cr <br /> Ca.nphe// Ave. Driveways /S C. Y. LOC'aiion 19 4/0,07 11'24y 4/t.20A.A t <br /> Campbell Ave. /B C. S. P 6.2 ,-80 Tota/ Area / 5-430 C. Y. River Rd. Sta. 388,- 72 Rt. / <aeh SCI,-�f7Rt 2.¢ <br /> S/,-00 34 32 6 S <br /> S/+SB/4t .hc <br /> -zasi� Area ;e -- 52+76 Rt 2 f <br /> r 62,-�5 t 60 � � 33 /B <br /> CLEAR/NG I GRUBBING FRAME' GRATE, D. /. (Typt 2�, ) 63,-03 40 23 9 <br /> L oc ofion .[irrits <br /> Station to Station ASPHALT CONCRE TE Locat'ivn Quantify ottage Ave. <br /> River Rd 380+ 00 464000 Cottage Ave. Sta. ,2276 Rt / each Sia. 21, 76 32 6 ,S <br /> Harra/d Ave. 0„00 ~ 34,00 Location Qaanfify 2.2'4OS /O <br /> 2 / <br /> Campbell Ave. /0,-/2 ti 62+9/ <br /> Cotta a Ave. 5+00 ~ 74„60 River Rd Sta. 382--aa to 971o. 416„•00 x .506 tons <br /> /North Ripon Rd. South 2+00 ~ /7+50 Harro/d Ave. Sfa. O+/2 to Sfa. 3+00 //.s tons Rdr Seufh on <br /> North Ripon Rd North 6+00 /6,-70 Intersection Harro/d Ave. ,29 tons <br /> / ASO ~ Driveways crypeOJ 9 tons Sfa. /2+00 <br /> Wilma Ave. 3,-70 <br /> Suhtota/ 4 /0 <br /> , 759 tons MONUMENT FRAME � COVER <br /> Camphel/ Ave. Sfa. /0,- to/0 S& "47 3,2 9 tOAJ North Ripon <br /> ,Cone Tree Rd. Intersection 20 tons LoCat%on Quar�f%ty Rd. North <br /> 3z <br /> Edwards Avs. /nfsrsscfien ,20 fans <br /> Sta. //+00 ? 7 5 <br /> Orrv¢ ways CType OJ /2 fens Camphe/l Ave, Sta. 36+ �/�' /each <br /> sa6t0/a/ /38/ tons Campbe// Ave. Sfa. 6!3A03 '2z leach River Rd. <br /> ROADWAY EXCAVATION TOTAL (AREA /) 6, 140 tons Cottage Ave. Va. 48„,24eZ /each Sia. 385+30,Ct 42 <br /> Cott ago Ave. Va. -POO to Sfa. 74,-60 2� SO/ to.,s Cottage Ave. Sta. 74,, 7.2 ” /each 4460'3j'R71 Ar <br /> Location Quant/ty Louisa Avs. /nfotsecfion //0 tons River Rd. Sta. 459,-6644 /each 460 '00V <br /> S4 /5 <br /> River Rd / 849 C. Y. Soufh /and Ave. /ntsrsecfion //8 tans Tota/ 5 each Total eo /34 /O 40 .2 #ap: p <br /> Camphel/ Ave. /, 46/ Cy .lathrop Rd. Intersection 40 tons <br /> North Ripon Rd. 90 C.y, Ori✓¢ ways (*Typs D) 45- fans Danotes final Quantify <br /> DIke 3 ions See S. P A6.2 - C. S for /units of a msnt f'ar i e ¢xcavafion /6acA?e <br /> Tota/ 3, 400 C.Y. p y p.o <br /> Sub foto/ 3/03 teas <br /> Nor th Ripen Rd. So. Sia. .2+00 t. Sfo./7,-SO Acw to.►s <br /> North Ripon Rd. No. Sfa. 6„00 to Sia. /6,-70 3.24 fins DRIVEWAY SCIIEDUL E <br /> or/r¢ways Crypd o2 2a 1400.r <br /> to Sts, 3 <br /> S <br /> EA R THWOR X �Roodwoy Widenin,9) Sub iota/ 816 to,*s Location T ' A r e a T e Pi <br /> D <br /> wo. sr. No. s . pe ALLOWABLE ALTERNAT/ VE P /PES <br /> Wi/ma Rd. ta. ,?+042 +70 6/ teas Types <br /> TOTAL (AREA 2) 3 980 tons River Rd. S /70 .23 /3/2 <br /> Location Station fo Sfafion Camphel/ Ave. 4 /30 // 3S8 A C.S. p. A /O9"thick; j ,�i.C-,a--C <br /> Cot tape Ave. 5+00 7/+00 Co ttaye Ave. 49 3/7 B C. S. P. 0.10 9" thk1ri M C7. <br /> Tota/ 66 Stations North Ripon Rd. So. 4 9,S• C C. S. P. 0. 079"fhic/kj4 <br /> North Rioon Rd. No. 6 AM D C. S. P. 0 079" thic/(j <br /> Wilma Ave. / /O .9 2.S E C.S. P. 0.064� MicK ' <br /> CLASS A CONCRETE Minor S tr) Tota Zr 4 /So /7 S"38 e6 X885 <br /> I"PORTED BORROW L o c at%on Quon t%ty <br /> Cottage Ave. Sfa ,".,00 Rt. (0 0 / 0y <br /> LaCa t%on Type Quantity Cottage Ave. Va. 70,, 88 (Pipe Protech;”) 3 C.,r <br /> River Rd. A 8, 000 c. Y. Tota/ 4 c.x PL AC/NG A. C. O//(E (D.,S� Type A) �`' BUILT " <br /> North Rioon Read So: A <br /> .1600 C' Y. <br /> L oca tion L. F. a iCt.�S <br /> North R�ooa /Zoao' No. A ,/ oS0 C. y. <br /> Tota650 C Cottage Ave. Sta. 8,-/O to 6'ta. /0,,40 R,4 .230 No CHANGFS By <br /> / Tcoe A /0, y Tota/ 230.C. F. - -- __ <br /> Camphel/ Avenue B 9, 000 C y SAT �1 `— ---- <br /> To tai Type R 4 00o C y. EA R TH WOR A (Mise Areas) ��------ .__ <br /> L000t%o'0 Station fo Station <br /> Cottage Ave. 7/+00 ~ 74,, 60 <br /> rota/ _16' Sta fib.os <br /> 1lal hAF..td13Cr FAY SAI E.. - SHEET TOTGI_ <br /> PFv�JJEC7 ENGINEER DATE .. CHECKED BY DATE SUBMITTED er U E r ^. PROVAL REt., QCT R/VER /NORTH R/PON RD. <br /> } ; � <br /> ���/�3 �� 6 �� CC O 5A 0,1Q I CONSTRUCTION NOTES h� COTTA_GECAMPBEL------i1�G4AY . �o. HEETs <br /> _ _ _ <br /> Ze� <br /> R- / / o <br />