Laserfiche WebLink
1 _ <br /> -- -- 1035' <br /> 5y'�h`0"Pm�•'•�-..'�-` <br /> 130' <br /> 30' <br /> --3�d5Ol_L)5 <br /> _'_---_--_�-.--.__.-__—......_._.-.___—_q__`-'..�....G.ry°.�.O.,y......yq_r.h.\_�.qy\q.T,�'Gr�y%\�OhO.�)_h.,6hE\q0y'.0o0,-y0hG1-oPp�G-o°�OO,�•o�—01.y\2 <br /> NZ0Q��3U\�Oryyq�PE <br /> qq 1 <br /> .�wh^\°l�Jq qO y q�11I€I�yh qlhI tI q�h`9qqb\hh'Er1Iaahh 0.'.G1OI0 hr�h6O`y•_$ <br /> O\q`qbqp�'q\�hO q9q`6yGrybRqq0q hh Ay h6q•y\qc0"0OjRh16 0�\h\'qOOry�hOO gE°f pl\'y°ti a'hqG,y,`hc°qh)LGa G b°Fhq�ti1E 6'h\0��°0hOib'`qE�`y M�hh'pl�p ho-�Oq��qq1h��i\qO ohybE`f g�0DO 0�qyb\1bq�hq\.b0�o��°�fE1Ory"`•y��°h'R�,pl1IIpRh�9',qary.�p h:R,�-hqi1�1I Q—O\\/O``G\\—G <br /> LOO�E'0 Eb1l=•��I YPrO 1�I ry j a <br /> ;�I/I�'I P l tl``\R�1 teI'I�•I1��I��I�`0III <br /> �/d6�69\6,6°\b\EO1E"y��,'��n d�^O'O��,R�0n�R—"'1'Pj��6lq R/d!P��°}/\q9/h°\E°'a+t�nhG�,-\y"00• <br /> ��.bq,qEbq\qy,\gyqG`y Ey0qV'\q*h0 O���0.cyh ry;1 0o'1,r'q0P\l�\O.q`O•°0�096\\Gd0OPO�a1/\O�'qb•\\PE6.O q�9OO q0 q/?Pq�\bOjjI,,bq_y.bqE°��O\oqqn q,tih�Gh.E1\0a.'l—\�a�Obay�P OOhQ�h Ary l P�',�\p�\�f°\°0q.�\`6'E'y q°4\lh��'qG•-h`�l.�L yG°1°°•\p'�1\h b1.0'y yI 1O\�aLjq1s0� <br /> n'OPR 17�.OOly4.\\�60•�yqEh,6\�M`O.1\P»'q0, <br /> '�aR�O'-R�Pbr\\qa9�I��'a'El\i6t\6��'�'G0Fp6•�,,�O0 <br /> EI <br /> •aFA.��� <br /> O R'hdhp0R <br /> 1{�. <br /> f_ <br /> 7�.. <br /> 64_ <br /> 0' <br /> 450 30' k00' 10 100 ' -10 100' 300' 100' IOQ' IQO' 30' <br /> 0' 40' 160 40 30' Oo 50' 50, <br /> \00� <br /> ' <br /> C) <br /> ..-- <br /> -_------.--- --� <br /> 1 <br /> ,••'I1k'����, <br /> � <br /> I� <br /> III <br /> RD <br /> ILq.A <br /> ;V E n_V_H <br /> 4 o <br /> 1ya iLlq ... <br /> — <br /> _ S*Y�A. LiQ�Lr <br /> E�M4ddF�I; <br /> Y <br /> Q 1 I MANAGEMENT <br /> E ° DESIGN and <br /> ENGINEERING <br /> 1719 N. 11 th l <br /> q h Hanford Calif, 93230 <br /> rr (209} 5$4.0149o <br /> 5 I u <br /> NE W <br /> 004 ,04 .040 .040 I I �O -�. <br /> 040 .040 040 .04 <br /> J lo 22302 <br /> 610) <br /> IL <br /> 0 p pCONSULTANT <br /> q0p 0 <br /> cc <br /> R rl� qqE\ <br /> h <br /> O I 0 SLOPE CORRAL FROM FENCF UNE TO FLOW LINE, TYP.O <br /> O a <br /> Ln .040 .040 clan_j -j <br /> R' 0 <br /> �pO rte. <br /> CD •O \qh a° yO <br /> u"3 Ol <br /> 32 <br /> l! 14 46' (, 0p <br /> ROAD +12. MIN ABOVE CORRAL <br /> Pul <br /> 10' 400` 10, <br /> 200' NTS 420 T T LEGEND <br /> 98 . 00 EXISTING GRADE <br /> FINISH GRADE <br /> B.M. BENCHMARK <br /> . 0050 SLOPE <br /> NOTES <br /> ALL BUILDING PADS, CONCRETE LANES, <br /> CONCRETE <br /> MAIN <br /> FT. ROAD <br /> AROUND DAIRFACILISHALLHAVE <br /> LUTI <br /> OF NOT LESS' THAN 90%. <br /> - <br /> 4 <br /> - <br /> Q DIRT COMPACTION ION <br /> CONTRACTOR TO VERIFY <br /> AREAS WITH <br /> ' <br /> DE <br /> SI <br /> G <br /> N <br /> E <br /> R <br /> . <br /> 2. LAGOONS SHALL BE LINED WITH OR UNDERLAINBY SOILS WIIICi CONTAIN AT LEAST 10% CLAYAND NOT MORE THAN 10% GRAVEL OR ARTIFICIALMATERIALS OF EQUIVALENT IMPERMEABILITY_ <br /> 3- CORRALS SHALL BE GRADED TO FLOW LINES. <br /> � <br /> DATE <br /> ISS <br /> U�ED <br /> 15 130' �' 4. PROVIDE COMPACTED DIRT WITHIN MILKING 4 -7-93 <br /> PARLOR FOR CONSTRUCTION OF COWSTANDING <br /> sPLATFORM-AND DRIP%HASH "PENS. VERIFY <br /> WITH OWNER AND GENERAL CONTRACTOR FOR <br /> POSITIONING OF DIRT. <br /> 5. CQNTRACTOR SHALL COORDINATE WITH OWNER2 TO LDENTIFY ALL UNDERGROUNDPIPING AND <br /> UTILITY SERVICES PRIOR TO GRADING. <br /> ALL WORK SHALL COMPLY WITH THE 1991 UBC, PROJECT 92 <br /> -0 <br /> �73 <br /> CHAPTERS 29 AND 70.LAGOON PROFILE - SECTION ' A DRAWN V.M.S, <br /> NO —Sc-—ALESTIMATED YARDAGE FOR 3ID PURPOSES CHECKED <br /> F} CUT YARDAGE 170, 000� E � FILL YARDAGE 7U 5 SHEET <br /> TOTAL YARDAGE <br /> 170, 000 <br /> SCALE ' !11 _ 100 -0" __. OF E <br /> ...,_ .............. -. <br />