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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.
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<br /> ���/�3 �� 6 �� CC O 5A 0,1Q I CONSTRUCTION NOTES h� COTTA_GECAMPBEL------i1�G4AY . �o. HEETs
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