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CILMING GRVB81N6 and A1,10WARIE A17ERNATIW PIPE
<br /> FINISHING ROADWAY (71,orw R.ap clzrj A.no cur; csp o o7s-rhick
<br /> Z 0 CA TION LENGTH
<br /> V/
<br /> No,-ma" Are - Sola.S*610 to S-to.17,*IS 115'5*'
<br /> �F� Demotes Fina/Quantity
<br /> Sibley -SAa. 0,P/a to 261W
<br /> rvAd/ S799'
<br /> zlmm, of -v gg,-UhL,?
<br /> R49AP WA Y EXCA VA MW
<br /> Wo /O' Refer to
<br /> Refer to
<br /> WC,47'10N QUANM-YrC Y.
<br /> Norman Av+v
<br /> .354
<br /> 15e-hada le below. 15ehwdule ho/ow 1116 Cr
<br /> c y
<br /> 1470 CY
<br /> L7035X,q
<br /> Base
<br /> AGGREGATE BASE C/..2'
<br /> ai1AN7r'1rY,AC.
<br /> I-OCA70ION ROADWAY IjORWWAY I TOTAL
<br /> tr 00.7.,14 7-YAKA1. 54MION IM21-man.4m. 248CY ?4e-Y. i 2726-Y
<br /> S1A1*,1,4*v. X"CY 462cy 8041;cy
<br /> 1-110it CLettLIW Of CAUMMY-1A, NORMAN AVENUE t me cledzym i a.-mibinla
<br /> SIBL E Y AVENUE IME rata/ 9BSC.Y. B6 C.Y. 1070CY
<br /> -2!--2- 6'— IOL--V-
<br /> 87.
<br /> SAND COYER and
<br /> G"f I've 6edde Gutter Grade zloillAq AS//7f/LT (Arime cm;9
<br /> a(IAN7-17'Y MW5
<br /> 'r
<br /> Z 40CA 7'10N
<br /> 7,60,CX51-1041,60,68 0X;rA/,4 ELM 9' 5110114,04R 4AZZA1.4 A /ME AN
<br /> f1p 2 7-
<br /> S114941ZAPEIR 0;ra,7 6;lon
<br /> 680 Ton
<br /> 7
<br /> J-de'A 7"10N 60 Rt 6.840 ro,7 .7;,ro
<br /> 9 r
<br /> No,-manAyr. ShrS,140 to 5ht.17*15' A .4 , 0
<br /> Norman Ari S.Ar./0*00to SYLo.13*30 ,4t / ro.17 23 Ton
<br /> 5ihley,4ve. 51ta.0*146 to 5-ta.17*00 A
<br /> to 20 line voly. Shl.17*X to Si�a..26*29 A A GENERAL NOTE,
<br /> 140-11i ties A SPRA L 7- CONCRETE (`Tfpe 8)
<br /> locdr7AM17 of the utilities shown IWCA710N 47644NrITIES
<br /> on the P/ens are Wroxhm&e. AGGREGATE MKIWA5MAIr
<br /> NarInd.,74re 4TY"40AvA Cone) (Aiph.Caw.) Asph-e*'X.
<br /> Exact locations -shomld he Ym-llled
<br /> with the opywel- of Me facilitlev Roadway .243 Ton 13 Ton 2"7v17
<br /> y 22 Ton 170,07 IZ.?npl,
<br /> in the area. 5kehylatal 26STon 14 Zon A2797cV7
<br /> Con ocorm &v Rl%V Sibley Ave.
<br /> 2s W Roadway 7Z7ral? 319 Tal? 7616 ra17
<br /> Driveway 1-7Ton 4 Ton 0/ 7,P/7
<br /> Note TypeA'Orivewery-OIZAsohah`Coixrite ore.- sllhAmolal 7W 7a17 437ay?
<br /> GrandTotal4 7 7gn
<br /> Type tl-A-lyrpvdry-4&wpocArd AletAmr Xa,4erlarl
<br /> 24"00,41TERNA r/VE (ryp e4)
<br /> • L 0CA 770N
<br /> ,P.RlYjCW,4)0' AC7,41L Sibley Ave
<br /> StlZ.lr 122CY15�) C.Y. ()
<br /> ARIX.FWAY ;rA,8Z1Z.4;r14W
<br /> NoWld Ph -51hley Aye. 7y
<br /> ,-IminAye. 7'ype left pe w' /z acacila
<br /> 46.,400 A 4646' 2,p-T4 A 22' 36'
<br /> 12, 3o-3S A 12' 24' 1814 4L MRIVA r/VE RAE
<br /> 7*0-,r 49 12' 3,40 8 12' 24'
<br /> 7*38 a 12' 24' 4,,67 A /6' 30' L 494CA rAIN
<br /> Z,C,V(F rlV 4.F 51'r-fir. C.r Jfr.Ohfl.c y
<br /> 7,P01 .8 12' 24, 6*13 B /0' 30'
<br /> 8*42 A 101 30' 7404 A 12' 30' Norman Ars
<br /> 5AN./,IVLWJ, SOL.1c
<br /> 13.,39 .8 AF 1 30' 7,4S A 30' 49' Sibley.4 ve.
<br /> 13,42 8 146, 30, 9*77 A 12' 30'
<br /> 13*92 A 20' 36' 49,493 B 12, -24,
<br /> 15404 8 14, 30' 0,P SW A 24' 36' 7aYlel /OOL.F. 31 c Y(f) 20 ex(f)
<br /> 15#-70 A 22' 346' /0,,/S A /457' 30'
<br /> 16*63 B 146, 30' 12vo-16 A 22' 36'
<br /> 16-A98 A 14, 30' 12,128 A 12'
<br /> 91W A 249, 36' /4*33 B 12' 24'
<br /> IS#-S2 A 64' 79'
<br /> /,f"Sq 6 A 30'
<br /> 1A-A 70 ALTERNAVVE PIPE (7*-YROA) AS BUIL
<br /> 17,P20 A 3,C' 49 1
<br /> 18,198 A /if 30Lo9CAT1011
<br /> /9 co 18 lrAW7#Z.,r Sto-tEx-CY St.-B*101CIV COPRECTIONS
<br /> .ZO,o67 ASib/syAraNO CHANGES 41-���
<br /> 23--1-75' B Az' 24' 5)01a. 12*7--V* ,r0,Z.A- C. Y. 8C. Y.
<br /> SAcr. 13vP6S soz.lc //C. Y gc.y [)AtE ---
<br /> 24 o5'S B 16' 30'
<br /> lzr*41 A 240' 346' Tota/ ,Wryl5i) 16nvrf)
<br /> -�7
<br /> DATE CHECKED SUBMITTED B
<br /> . �APPPROVAL RECOM MENDED BY DATE yz
<br /> PROJECT ENGINEER D BY DATE Y PROJECT NOR WAIAZiF .5114EYA
<br /> - ------- NO.
<br /> COUNTY OF SAN JOAQUIN NO SCALE ------ ------
<br /> DRAWINGNO . 2
<br /> ...... ......- 7 -rue ti -to
<br /> "77' -------
<br />
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