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1-k 91 -1 <br /> STREETS OF LATHROP <br /> RN0,10 /NOE FY R t o <br /> JAW <br /> T--finut /ss9 P. a <br /> � I LATHkQP ROAD ' - <br /> PRIVATE DRIVEWAYS PRIVATE DRIVEWAYS CORRUGATED METAL PIPE <br /> O.OB PMS O VER a 33 UB Wif PAIS ,)0Vk" f 30.',31 M; /0"x /4 GAGE <br /> ON LO AT/ON STAT/ON LOCAT/ON LOCATION L. . <br /> STAT/ C STATION LDC N . F <br /> � H sT � CLEARING & GRUBBING <br /> fir' ' rlFTH STREET. srycA/TH STREET 80bb x r 4e' <br /> -' <br /> 010- 00 Lt 7t,3? Lt <br /> / 1, 00 L* - //oSO Lt 26.00 X-Dr. 48. STREET STATION TO STAT/oAt <br /> 1344a r. 48X-� <br /> IT /1-50 L t /316/ Lt 35400 , X-Dr. 48' SEVENTH 0100 531-00 <br /> t6 0 L t /Sods L t 39.05 x Or 48' <br /> 2 S/XTH 27-0-10 <br /> 3-135 Lt. lotto Rt 40.504B' <br /> X•Dr. f/fTH .�?�'''>z�f <br /> 1 <br /> 1 6 t 10 L t 2/125 Lt 43090 _ X-Dlr. 48'45+40 X•D+: - 48' H 8#00 <br /> 6t3S Rt 23172 Rt 4847 %-Dr. 48' I 6 too <br /> 7110 Lf 25th/ Rt ao*or - X•75TAL <br /> If e too <br /> I 7 t9S L t 26160 Rt /( 8100 <br /> I i 8160 Rt_ !</t�/ Lt L 6100 <br /> 1 - - - - --��ST- - - 9 t0 0 Lt f/tSd Lt 0.0100 <br /> CORRUGATED METAL PIPE M O <br /> /Ot60 Rt 42136 Lt TOTAL 168.64/St*rt <br /> //tdS L t 4at?0 Lt /0 x /o' 6A SE <br /> /3100 Lt 46t00 Lt STA. STREET LOC. L.F <br /> /3 tS0 L t H .STREET <br /> 5.50 ,a FIFTH ST. X•Dr _ 4D' <br /> /4130 ct 2 tis r Rt !e•s0 X-Df; FINISHING ROADWAY <br /> i I /4160 Lt I STREET 20•#4 X_Dr. 40, <br /> I15150 Rt 2 -1-20 29#29#7V20 Rt ' X•Dr. 401 " <br /> 1 6TI It /6140 Rt 2130 Lt 3+60 SIXTH ST. X-Dr. '40' ,STREET STAT/ON TO STAT/ON <br /> -+ /71 If 0 Rt 3 12o Rt 8+50 X Dr . . ; 40' <br /> SEYENTH O too Mt00 <br /> r 17175 Lt 4160 Lt 16.90 X-Dr 40 <br /> /8 too Rt 4170 Rr 18520 X-Or. 46 SIXTH 2 *44 <br /> 1t v /9 190 L t S1-11-0 Rt 26.50 <br /> X_Dr <br /> 4{�' F/FrH 32*44 <br /> I H 14- oo <br /> �= 22100 Rt 61,10 Lt 0080 1'. STREET k Dr 40 j 61-00 <br /> a 221-90 Rt T�`/S 0•S0' K STREET X-Dt ' 40' 1 Lr f <br /> 00 <br /> Zftdo LrJ STREET 3+30 X Ar 40' K 6*00 <br /> Z 0?St60 Rt /t7s 7+10 L STREET xor 40 L <br /> w 261.55 Rt - •SEYENTH ST. 2511 22' 6 00 <br /> 2150 L t T•3z M 0 00 /3100 <br /> .1 ,1-c 1 I �6T 0 28120 Lt 2 A70 6 70 �t 13.601 2511. 0 _. TOTAL _.165.1 Sfa.. <br /> 25'l <br /> /XTH STREET <br /> 15.89 25 Lt ' ZU <br /> I_ <br /> Tf6190 Lt20.48 25'Rt , ' 48' <br /> 10-60 Lt 7-00 Rt <br /> f /teo <br /> it ; K STREET 2847 25'1?f. 60, PUBLIC ROAD CONNECTIONS <br /> 3t75 Lt / te0 Rt 25.61 251t 36' <br /> Z : ( SttS Lt 21-40 Lt <br /> 28+60 25'Rt. .�100' . <br /> U ( X > CocoLt� St/S Rt TOTAL 932' STAT/ON ROAD TONS UB 70#5 PNS <br /> N 6150 Rt 6145 Rt <br /> i _ /6100 Lt 6160 Rt 3?*49 FIFTH sT 72 26 <br /> L ST I /B t/S Rt L S TREE ,1-3100 SEVENTH ST 72 26 <br /> � 19150 <br /> Lt 10,20 Rt <br /> METAL CULVERT MARKERS <br /> -• T - • �. .-•` /9 190 Rt' 6 Lt, 2 t70 Rt <br /> j I 20t70 Rt So 70 Lt STATION LOCATION UNITS TOTAL 144 Tons 56 Iona <br /> I 2/t /0 L r M STREET SEYENTH. STR ECT <br /> 213 6$ Rt 0 tB0 Lt <br /> I 23160 Lt / tS0 Lt 9+00 241Lt"E-Rt .2 _ <br /> x'00 <br /> 2CLt dRf. 2 <br /> iftso ct 21-2s it CATCH BASIN <br /> i I 3 td0 34.14 24 RI: ` 1 . <br /> l lLt 35.6i <br /> 0 24'RI . <br /> `�� Stop R** <br /> f 39505. 24M. i STREET STAT/ON LOCA,T/ON <br /> M - PLOO ST 40.50. . ". 241f. <br /> -I- - i <br /> --- ._.. -. ,-► I Rt 430!0' 24Bt SEVENTH aft/0 15'Lt <br /> it 45.40 24'R+ 1 35 t60 t5, it <br /> I +I , I TOTAL 91 39105 25 Lt�o L 90' 48.87 , ,. 24`R#, i <br /> 50.07 . 24 40150 lilt <br /> ' Rt. <br /> i SIXTH :0REET �5t90 2S, Lt <br /> 90 2S Lt <br /> 3+80 20 Lt 8 Rf. 2 . z t <br /> 3 <br /> R/w� �-R/w I R/w 8050 20'Lt 6 Rt 2 48#87 5,L . <br /> 16090 .. 20Lt t h. 2 <br /> oT z5'Lt. <br /> N I ST 1 I ! SO - ,0 1 18.20 Ze Lt.f Rt. 2 TOTAL 8 <br /> 26•, 0 26 Lt E Rt 2 _ <br /> FIFTH _STREET <br /> Q 5.50 " 20'Ltt' Rt. ,. . .2 <br /> io <br /> a . 18+60 20'Lt E Rf. 2 <br /> 20.10 20' Lt E RI: 2 .; <br /> DRAINAGE PLANR/w R/w 1R/w SOREET. 2o'LtBRf 2 <br /> 0.80 20'Lt 6 Rf. 2 <br /> SCALE I"= 200' I K STREET ~ <br /> 0.50 ZO'Lt E Rt. 2 <br /> TYPICAL INTERSECTION TYPICAL DRIVEWAY 3+50 201Lt ERt z - , <br /> STREET <br /> I 7fi1� � , 20'1-.t 2Rt. -_ . . 2 <br /> 0.17' P. M.S. OVER 0.5 01 TOTAL 38 <br /> SCALE I'= 50' SCALE P= 50' <br /> ® '0.08' P. M.S. OVER 0.3 3U. B. <br /> mmmmmw CONSTRUCTION NOTES <br />