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STORM pRA/N M CIL/T,fES
<br /> � I
<br /> STORAf DRQ!/N AWILI Coolt
<br /> jJAe/l/E4W-4Y.4 (/nclud%ng wolktrwys) !2 t� R C. P CL AS,S lll' (©r%v wcy)
<br /> 9010dI. De>wl/ II �OCOf%O/1 !Q O/Jf%t%C9
<br /> STAT/ON 3r477B,V a
<br /> " a'b a ; \ < t
<br /> q �► • tr a � � . •�' e o e � � Z E 4 T✓P!'
<br /> � `h �i ' b R,0 h t0 `? gNo. Areca N
<br /> V �]y►� V a ,�r// fo Rsfir op/my L.60 f.
<br /> AW
<br /> B"sfrst sfk . sf.
<br /> e a 12 s.r 4 79 s• Y
<br /> /i+fS sd /0+6o At. / i / D 69 774 s•Y i9 /.909SY
<br /> O+CO AY.
<br /> stso R,cr. / '
<br /> ,7+10 Lt / ! /i+s9 Lt/!f 1 1 € 1 CLASS B CONCRETE (Orivsitliys)
<br /> /8+3s At. / 4/h. sf•
<br /> 10+e4 , /osiat�Rt z 2 CLASS 2 AGGREGATE BASE ,Lwcotio� ontifiss
<br /> I Sfo. 23+50 Rf. a I.Y.
<br /> 14*s9 Lt• / / % J TOTAL 4 3i 2/ 17 i2 !41s / %O ?9/ 4 9 49 /6OBwt%O// aUOAt//%tf 00. 3/+ sB At /1 S.Y.
<br /> 24 +s9 9t. 7' / ' Im,"jeetionS 947 C- Y sta. 40+90 Lt. 9 5•v
<br /> I#16f/ At. / Sfa. f7+ // At. 9 S.Y.
<br /> Z9+S1 Rt• / 3 TOTAL 42 S.Y.
<br /> 29+57 Rt. / / /
<br /> JS 06 Lt / / ' SANITARY +MAIVeR FAC/' /T/ES p[AC/NC SALVi1GE AGGREGATE BASE
<br /> 38+ 73 Rt / / / %�„ tea'
<br /> 9
<br /> + +►I ,
<br /> STAT/0/V • a e AT/ON 11
<br /> aG e c
<br /> 99{99 Lf ! / / a k bti a v k " Sta. /8t/1 fq 9fi. 78+ 00 /8.374 S Y [ OC/>•!O/1
<br /> M ty W. h W y h L oeation Quant%f%es CIA SS B CONCRE TE C S. Ouwn>%ties
<br /> 4l+91 !
<br /> f6+07 Rf Sfi. /7+ 77 to Sfa. /I* 30 At.
<br /> 46+ 07 Rol. /8' 10+9s / 44 +71 / Po. 17+ 64 to Sh. /8+47 Rt. 69 ,G ".
<br /> 4s+ al V. Qf. 54# 04+4� / y / 7/ L.F.
<br /> 4s+a7 i ' ` ASPNAL T CONCRETE (T Pe B) 9to /9+5 to St,. ear00Rt. 6s .F
<br /> • L .
<br /> 66
<br /> 4irLf. / ,, TOTAL 172 L-F.
<br /> 4s+ ss Lf. 4f 2f+?7 Rt. / S1+91 I ! Z OCOt%O/! QU09f%tics
<br /> 40* 08 off / / 25+9'2 Rt / S3+ 91 ; J ,
<br /> 4s+83 Rol. s6 16+SO RE / f7+?f / Sfe. /a+/1 to ffa 7D+OO (illiin Lill<) S, 7/7 Ton
<br /> loorsectionJ 970 Ton
<br /> S3 + 79 / Zs+ s3 Rt / sS+38 J Orirtwiyt
<br /> $'4 + 4s / 7+ Sf Rol. / 6'7* 4B L / - oetair r 2/7 Ton MONUMENT FRAME 0 COVER
<br /> 28*11 / 67+ 95' A Pt 4"Y ff /19 Ton
<br /> SS + 90R> /D a9+Se , SO*f2 A 0./7"A•C. Dike 3S Ton Zacot%O/!
<br /> f6 + 00 / ?9+it Rf• / sB+ 91 A e o.S• A• C. Oho Type .4 /40 Ton
<br /> Ss + 00 Lt. / / 30+ /¢ Rt / s9 +45' LfF / A C (Mist. Aress) Type I 6 Tan Sfo. 4s+ 4sfc /
<br /> s/ +4/ / 3/+?4 ft J 69+75 t / € A C. (Mise. Argos) Type I[ 4 Ton Sta. sJ + s�Vs
<br /> 3/+34 Rf• J 70*89 At. , A -C. (Mise. Areas) Type 111 09 Tan
<br /> s/+4/ Lf / / 7 TOTAL 2 Ei.
<br /> 6T+as Lt. / / 32+5070+9if / a
<br /> .4 C. (/list. Areas) Si✓siva/k SaO Ton
<br /> 63+1i ! l3+IS TOTAL 7, 120 Ton
<br /> 96+OS
<br /> s9+ s4 I 3B*D3 , 7a*13
<br /> 74+8J Lt. A / / 39+P4 Rol. , 72+16 /
<br /> 7'4 of Zt. s' 40*a / 7Z*90 Rt. / RELOCATE CHA/NL/NK FENCE (C/. 9J(Security)
<br /> 74 +87 / 4/+3S Rf , 74+ 941 /
<br /> 77+ 9f Lt. / ! 41+40 / 7s * 9t PLACE A • C• (A1%sc. Areds) Coccal%o!, Q�iwnt%>`%et
<br /> 77+ 95 0. / / 41+4D Rt /
<br /> 77+ 9f 34 41+95 Rt. J TOT elfa. 2 Ao if /,0' s �- Et 411100f%t%i'9 sta. 791W )0* sole. 78+00 S08 L,F.
<br /> 43+ /s Rt.
<br /> /
<br /> 43 + 7S R / / Type r 55 S.Y.
<br /> /O+S9Lt./Rt 2 l Type s•
<br /> Y
<br /> � �F'iekOfl Ave.
<br /> Cera/dAvi. Type I!1 SOO 1.Y•
<br /> 9r06 X. C. SlWomolk 9, ,19 s•Y
<br /> i ALL 0lYABL E AL TERNATI VE P/PE
<br /> 9fss At. /Z 1 I
<br /> 9+s6 Rt. ! , l2pOiemeter P%pe
<br /> 9+ is Rt. /?
<br /> /I th. 9t• clossll7 C.P. C/asS IQ A C. P. , p:079� Cgrru�afaG
<br /> PLACE A• C. Q/KE Ga/veni,es Steel Pipe, 617'uminus Coate/,P�rves /nveit.
<br /> 9+ 72 Rf. / /a'0is,Aefrr A;po
<br /> 9 + 7s col. l / , Toe Quwntitiss
<br /> /B+ 39 'et. / ! CLEAR/NG �` GRUBB/NG Coss R.C.P. , ci.Js rd A.c.P. , 0. 064' orris afed
<br /> /0+39 Lt• / /
<br /> 0.17"A C. 0/kr S, 5809 L.F. -Steel Pipe, hifuminous Coale ,paved hwerl.
<br /> 6111!/40/1 �S O•fO A-C. Dike Type A S,6?9 L•F.
<br /> r Storm Solver Pipe
<br /> 121h. st sta. 12' *At t0 9/O. 78+00 / /nterJecfions / L 8 Class Id of.e.P. , C453 X A•C.P , 0.079 Cprruyato✓
<br /> 91168 Ltffr. t 2 2 So/roo4od Slee/ Pipe, hitanlnoas c•aded,lyoved invert.
<br /> clover Ln.
<br /> 9+57 Lt. J 32 1
<br /> 9+67 P. ASPHALT CONCRETE BASE (Type B)
<br /> !h. 9t
<br /> 10r4/ Rt. / / ROAL9/VAY EXCAVAT/ON Lacal%dn 4uo�fitiss
<br /> /0+4/ 6t. / / /
<br /> /0+56 At. / /S J L060t%O/J QUO/If% YOS Sf.. /2+/t to SAO. 78+ 00 441!8 C• Y.
<br /> /o*fi Ire.
<br /> //ih. V. sta. 40 W9 to Soli. Af 00 20, ifs j C.Y
<br /> j 9+72 Rt / / / /nterseetions 8, 77/ 1 O• Y
<br /> 9* 78 At. / / / 29, /2T i e. y
<br /> /OMi RCP CLASS IQ (Or/vewe
<br /> 91h. St• i t
<br /> /0+62Ltf Rt 2 Z 2
<br /> /0rf7
<br /> At J /
<br /> /o*f7 ft.
<br /> Rehr to P/ant 2041 G.F.
<br /> 7;1h. St j
<br /> /0+59
<br /> Cont.
<br /> a ,
<br /> PROJECT ENGINEER DATE CHECKED EY GATE SUBMITTED BY � OA7E � APPROVALR�C�:rMMEND MENDED DATE � it ti sNo�T S EETs
<br /> - - ��'Was ..__
<br /> !�� �,�� �, I-OUNTY OF SAN JOAQUlN CONSTRUCTION NOTES � �E� -_STREET __. ..__
<br /> _ _ __.
<br /> r&d !/8,w i G/Ji (/ T�83 P.S. ,p ,(l� !2/83 Q" 1/ DRAWIN8 NO. Ralph Ave. to City Limits
<br /> _ Ic�oad B 3©7
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