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I <br />59 <br />ON <br />5-6 0 <br />h 1 <br />qEXCe2ret72 adci�fi�t;a,/ <br />4 <br />is rd�uii¢o' <br />QD <br />mor / odGy�d� CorJS�i'GG f/O// i <br />54 % `an <br />p N. <br />52 <br />' <br />48 / <br />46 <br />44 <br />1 <br />EX/57`. Grobnd @ <br />enTer/me ' of Pav�me'r1T <br />I <br />Q) °"1 58 <br />Q <br />.k N <br />56 <br />54 <br />52 <br />50 <br />46 <br />44 <br />10-� 00 ( 11+00 12+00 15+00 14+00 15+-00 16+00 17-I-00 18+00 <br />� <br />�� MEADO Qa CREEK COURT 1 � -,''Q L or .4 Z_ 5 53 <br />Lot � <br />qi 4 ! /n,sfa// stondaro'.STJP ,%, ; <br />o� 1 Pav¢mant /29ond tn <br />//757`0// /705 LF, <br />v t oP s 9n K h <br />_45A7017' <br />4A :Ka Da fd <br />Q I=4G. 7 <br />h GonSt. 2aAG s�o��d ✓o�'y' L = 508.24 O /L 7 <br />Dray%7 YO D/7G� Ft t <br />/ 5 <br />,o 7 <br />6!AG D;Ke �= ' <br />i ,- 1 4 k <br />ro 12 N� 13 14 8` `\ <br />II �' t <br />I( H � <br />a <br />1 \ & to <br />i., x - + Ig S <br />q a 0 <br />O y l N-1 <br />-- — 800 <br />7j <br />h i I C QO o t� 5 <br />Oo�V <br />W , (k Q x (,1 @h+�4f� vI /I (o b/ t� db ( �` 6 <br />©If <br />t /2 ti L O / // Z O / / p �/\ \e 21,E "h� Jr�"� , y�0 `�� �.i� 0 d w <br />r <br />N � � � \ � �.- >a � ail, a��b ok ��• <br />�D O�nA%ter'r�ptG e A •-16 u y� hZv J GGA a <br />1 of Profs/e Ext curb cone. ��/t/ Q`�p 0e$� e <br />NO. DATE <br />1 6-20-85 <br />PRINTED ON DIEPO NO. 1000H CLE"PRINT <br />REVISIONS <br />S. J. Co. Rec <br />SON ROAD <br />25- 25i, y0h'h <br />y xo <br />li(/ x � 52. <br />I/n cur po `� G / 6201 2�, <br />// x U 2 <br />PLAN VIEW <br />iffi-mmmsm <br />�—Ito V� 20 <br />—2Y i-----�-� <br />SECTION A—A <br />NOTE, Grata shall be fostened to from* <br />with IB'x f Mat -treated chain. <br />FRAME & GRATE <br />PLAN VIEW <br />see were 1 <br />MortarOrgradeRi Ring* , <br />Mortar <br />• u <br />0 <br />Oda <br />is" Rrp am <br />a � <br />7- eteeeY c«ae» <br />r <br />NOTES <br />1) Frame and Grate shall conform <br />to Improvement Standard No. D -T. <br />2) Two foci minimum below finished <br />grade in new development. <br />In existing streets, may be less than <br />2' with the approval of the Engineer. <br />16'ect/on <br />z % % r i Max• / / ` �hhs�k r `v ro a5 "<JC. ov¢r conyacf¢d ori <br />���yy. ' h 15 Dock of dr7vervay to /no>ch <br />1h s� EX/St 6raafld <br />Type �6 ave pr m¢ cc�f l% roar d?9.) 116ran l' 4 s cc J�lC. <br />Coq.57`. /8 D/GB <br />__4 <br />;I 4'"A•B — G/.Jl (95% Re/gT7vr �ompocrion) ram cf Gra >e E/. 52.0 r� p�Q �0% - , ao <br />9S% R. C, Gompocted No>•ire Mater7q/ //7 V. 49.0 a /lo v � ,,ry \„ <br />.5E'.E 0,6r4/,_ S, ti° h for r <br />7'/ = 3, 5 R-�/u¢ = .90 (d¢siy7% ps, \Xot,ti <br />MEADOW CREEK COURT STRUCTURAL SECTION <br />yc <br />sea Az <br />BY DESIGN SEP DRAWN -BY SEP, E.S JhJ APPROVED <br />Of � <br />SU ITTED BY,.' HFNRY M. HIRATA RCE 71258 <br />R.C.E. i �.. DATE T /''S/ SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />SECTION A -A SECTION B -B <br />18" STORM DRAIN INLET <br />4`1 52.5 /F- 52.4 <br />TC 514.0 TC- 52. 9 <br />WAS. APRON DETAIL <br />No BGO/e <br />BAUMBACH & PIAZZA MEADOW CREEK COURT WOODSON ESTATES <br />CIVIL ENGINEERS — SURVEYORS UNIT TRACT NO. O7az I <br />323W.11 -M ST., LODI,CALIF. 95240 PH. 209-368-6618 WOODSON RD to 900 NE/WOODSON RD SUBDIVISION IMPROVEMENTS <br />DifCe <br />SHEET TJ OF 7 <br />JOB NO. <br />ee <br />FILE [i Air- - I <br />N0. VV <br />i' <br />