|
OPERATIONAL STATEMENT:
<br /> THE PROJECT CONSISTS OF GRADING 90 ACRES TO A UNIFORM SLOPE
<br /> TO ENABLE IRRIGATION OF 35 ACRES WHICH HAS NEVER BEEN LEVELED AND TO
<br /> IMPROVE IRRIGATION AND OVERALL FARMING EFFICIENCY OF THF. PROPERTY,
<br /> --
<br /> NOTE: THIS AREA I5 NOT A PART OF THE GRADING EX�,VAT1oN APPLICATION. EXCAVATION OF THE SITE WILL BE IN T;rVO (2) PHASES WITH EXCESS MATERIAL
<br /> GENERATED IN PHASE 1 AND 2 EXPORTED FROM THE SITE,
<br /> ~ THE 390 ACRE SECTION WHICH IS
<br /> -� NOT INCLUDED IN THE GRADING EXCAVATION
<br /> U / "- CRGSS SECTION B--21 APPLICATION CONTAINS A BALANCE OF CUT AND FILL MATERIAL AND WILL ESE
<br /> � cRJss SECTION e�-s A .P.,'� . : 243--240 1 I I
<br /> COMPLETED PRIOR TO PHASE 1 AND 2 EXCAVATION.
<br /> _D +415.6 +It-' .+46.6 +46.8 +48.0 .46.1 +146.1 -+48.4 +46.4 +Ae.6 +A6.8 +47.o 497.1 +A72 +47.4 +474 +.473 4..472 +-47.9 +47.9 +47.8 +47.2 +472 +47.8 _1,46.7 --�4&4 _ ACCESS TO THE SITE WILL BE FROM AUSTIN ROAC IN THE NORTHWEST CORNER
<br /> N_89"23'14!"_ E _-� 26~ 7.46' OF THE PARCEL. THE EXCAVATION PROCEDURE WILL BE AN AGRICULTI.IRAL
<br /> _ ---- 7 - - _ LANDLEVELING OPERATION WITH LASER CONTRO'LEI? SCRAPERS WITH EXCESS
<br /> Y 3c 48. 44LW 46.611 0 JB NDB �,3@ -�4P�9- � I� �F
<br /> x.4646 4o -{r«i4o-- }}ate- - _� e&... �v +ate 46.74 468.0 �� 44.40 46.8.0 48.6x, 46.8.0' 48sc 4e 'r I �1 E { I/�j��r( MATERIAL TRANSPbf�'TED F3Y TRUCK TO CTINSTRCIGTlON PROJECTS NEEDING FILL
<br /> -0,66 +02U '• -0.10 -'J TO -0.40 ``�-U30 47.115, 4T. 47.3U 47.40 47.'50 17.80 47.74 47.64 47 J -0.7❑ "0'184 -C,7Q -p.gp -O.AQ -C.8a -C.30 -a.6U �;.Ro -4 G a
<br /> -�.4c --0. -040`1. -3166��,,, _1174 `-�d.7o- :9e 40.90
<br /> I `. ,•\ -... -\ � 1110 48. 44.00 -40.20 +49.20 -+-44.30 ...f-•MI.bO �- •7 497.0
<br /> -S-(� �� MATERIAL IN THE NEARBY AREA. UPON COMPLETION OF THE EXCAVATION,
<br /> 46.30 2n -}-4 :Qo •-+-4a:� -{--+6.eQ "47.00\..--'47.40 ',��'47,40 ""'�-47.ad -�`•.47.A0 \ oo -+`4R•�o '•`46.20... ""�'�A.4a -48.10 "{'48.60 -�- "}'-'44.60 -+'41560 46.70 " Y0 ""�-'
<br /> 46.34 46�4c ss 48.60 48.70 46.80 \ 462,0 47.00 97.10 8.7,20 47.30 47.4e.. 47.50 7160 47.70 47.80 47.40 41.0 48A C 4830 4x30 48.40 4&56 46.60 48.70 48.60 46 I PRODUCTION O F ROW CROPS WILL COMMENCE.
<br /> I-- ' -•0.100 +13.24 +L.30 474 +U.10 - -•0.20 \40.20 '-U.4O --0.9A --0.149 -d.7\0 -0.60 - -0.70 -U.&1 -0.40 -•U.7[7 --6.7D -1.00 --0150 -om -0.60' -Q.6A �'i.66 -0.70 -0 I
<br /> `\
<br /> 46.30 48.74 4&40 48.90 _l_•,,10 44.00 +4&0G 14.40 '
<br /> I ,4i +47.10\ f �7.4a`,.A' '°M17.lfQ `.•-�"47 74. 46.10 +;46.74 "-4a:mf7 -+ 4Q -+'48.40 .-•�--47.30 -f-171.4o _"1"46.30 'T T4A 8. -`- 448_' e 1 i 7 9 C_J
<br /> id
<br /> +44.10 -}�s.+e 154 �+6�.. t47-16-
<br /> 48.]4 `,. 46.40 46.50 4P• , 48.701`. 48.80 4&p0 '., 47.00 '. 47.74 X37.20 - 4,7.40 --0.70--edD Q 40.70 40.8'300 4C 4050 4&10 48.20
<br /> -0 44.E -a.0 ae0 .�W �0 0.8 41 i GRADING SPECIFlL'ATIONS:
<br /> +D,la03D 40.10 +0.,v' , 40.10 '\ +0.00 Q2v �0.4o 8.146 =4. o bq 90 \� EXCAVATION AND GRADING SHALL CONSIST OF REMOVAL AND PLACEMENT OF
<br /> 44.30 '46.20 +-40.20 +90.40 '- 50 \4 -46.'11(1 -1840 2D 4&70 -4x70 20I10 e0
<br /> 46: -�-47bQ - '46. ., "�-47,4d'�. ",-47.30'..,. "'47.60 '+7.110 -'•.4814cK820 "' '�'"� �+w•�+ T T"w•�" TTM -40.10 -1'-40.7040 I'�
<br /> 46.30 46.40 46.50 41�M 4a7P.. 4&�`e� 4tl.46 '-:. 47.00 \, 4710 ` 47,20 •47.30 47YIc �73Q �jc)
<br /> 611 ] 47.70 47.83 47.40 4&OC 41.10 48.2❑ 48.30 48.40 48.80 48.60 46.70 -0.6 48 r } MATERIAL_ TO THE LINES AND GRADES AS S ���' L I
<br /> 40.06 +620 'o-o.3o +0.20 +U.20 -. -020 �ti +a.00 *;A-D•4U \-0•zo -0133 -0:T�1 n -0,70 --Q.4Q -o.6a -0166 --0160 -0.40 -n.sD -0140 -4174 -6140' -0144 -0.60 -v i r- SHOWN ON THE PA CARE SHA4L
<br /> �S.
<br /> �t BE EXERCISED NOT TO EXCAVATE BELOW THE GRADES SHOWN ON THE PLANS
<br /> 4860. 7D 4440 44.00 4420 44.20 "1-44.40 +44.4a -" .n -} 48.7 ----CRGSS SECT'fJN E-26 C� WITH FINAL._ FINISHED GRADE T:?LERANCE OF PLUS OR MINUS ONE--TENTH (0.1 )
<br /> ``.. ,18.- ---- 0, 010
<br /> CROSS SEC -1 _ 1 4S 4o +4e� \+'4&46 \ x}6 3!1 "/6'W - 46� '�-41-W 47.30 - 7 4o ..+47.70 �lo 47_w -�8� Ti7.s++ �415 20 46 40 �-4470 48.00 4830 4&5p 48.80
<br /> "i&3G 46.40 46.50 46.60 4�a -R �`. -0010\-4120 `4-20 G 10 .70' 47150 C•�' -0 50 -0 an -0.80 0 9t -0 50 02604 064. 4 6 -0,70 480 �9 70 n 6P -d
<br /> 47.70 OF ONE . F OOT. THE F!NAL PLANE SHALL BE SMOOTH, UNIFORMLY FINISHED AND
<br /> I+1184 +050 40.70' 02U 24 \ I
<br /> ABSF 1 OF HOLES OR HIGH AREAS WHICH MAY INTERFERE WITH CUSTOMARY
<br /> \ \
<br /> I ` i& 4&So - 4840 48 60 4&70 4890 10 44 00 44.30 +40.20 -f 44.40 a }-462
<br /> 46.40 ''4 -,D "'46:30 "'-46.46\ '�"40.40 '" Ae.e)•J " "�U. '-'-4730 -t-47.ZW� -}-47. -{-47.ea ` _-}-47.80\ `+4&14 - - zx -� 74. - �-- --� -f- v�' -�-�'8 -�-- -+-- / I R Fi I GAT I O r! PRACTICE.
<br /> 46.30 W1048W 46.30 46.60 46.70 41.94.: 47.00 47.,0 '+" 47-20' 47.33 47.44 '•.47.50 eD 47.70' 47.60 47,90 46.00 4a.10 46.20 4830 7 , 4850 46.60 46.70 -C.& - } TEST T ITE r�U. 1 [�
<br /> _ �s ��� `� FIELD CONTROL STAKES WILL BE PROVIDED I=JY THE ENGINEER TO F:'TAB�..ISH
<br /> - ,3c +O.JD..` +0.20 +0.20 `•4;0.30 +4.OQ, -0.30 •, -0.10 ^`.,,-030 \.50 -0.40 -0.60 -0186 -0190 0.50 --0.50 -0166 -0-74 -0.90 -0. -0.70 -�"
<br /> 0.' -41. 0 'U _.0
<br /> 60 r�
<br /> FINISHED LINES ANIS GRADES. THESE CONTROL POINTS MUST BE MAINTAINED IN
<br /> ' S6 -- 46.30 48.40 44,10 _J__44.10 40 - -•40.70 '}'^44.]0 �+,{P.40 •2 T'-
<br /> P.
<br /> 4&30`.,"+-46.20 -�-46.40 +46.70�.,416.$0 "#''F7ac -j'-47.20 --'47.30 • -47.10 , -+-47.@0 `+47.70 •.•"}'47.00 "-+^48.10 +46.40 --4840 -+-48.30 -`1'461 '- f
<br /> 4835Y 48.40 48.60' 48.80 46.70 `'� 48.60 46„40' 47.1 1'•, 47.70`. 47.20 `•`, 47.30 •,� 47.40 47.50 7.60 4?.70 47.60 47.40 48,06 4&10 4620 48.30 --0,0 46.50 --0.0 4x70 46.80 -- 1,�
<br /> `4140 -6!10. -0,� 46.0 1'0.00 4w. '"u 27 -0'20 '�h., -0'201 "\-O.� ``^C.� "Q•4n 0.50 --0.70 --0.6c -G.70 -0,50' -0'170 -0.70 i:rv�7.60 -0.70 --0.40 -0176 -0184 -0.80 -0 0 AN UNDISTURBED CONDITION FOR THE DURATION OF THE PROJECT.
<br /> I .� � i48 ALL PRIVATE HAUL ROADS INVOLVED IN THE EXCAVATION AND EXPORT OPERATION
<br /> i . -#-46.40 `.. -46.40•s--X10.10 +'15.40 -'-"46.60 }-�/t.40 -" 710 +17.tp �"47.]Oi .401''.., +47.6o `+'4800 x^- 00 ` •" '46.24 30 60 00 70 48.70- 44.20 48.40 20 9.60 -44.90 ---46.50 48
<br /> 44
<br /> �• '
<br /> 40.40 •\4�6�,.50 46,70., 48.60 46"3 47.01' - 47.10, 4730.... 47,30' �. 47.40 `� 47-M 47.86 47.76 47,60' 47.90 48�t1 48.[0 48.20 48.30, 46.40 46.30 _0 0 --0.6 40,0 __
<br /> -0sD `, 40,00 48M +03 4630 44.06 46.00 7f 47.0 . 47.20 47.3Q -a.7o Oso -0.40 -4..,M -c.eo -0.70 -_0160 -o.6a -O.sD �4a� -DSD -cao -0.46 0.60 -0114 � ' SHALL. 3E MAIPJTAINED TO CONTROL CREATION OF OUST AND ALL EMIScI0N5
<br /> \ SHALL BE SUBJECT TO THE RULE:) AND REGULATIONS OF THE SAN .JOAQU!N
<br /> �� •,,� -- - 40 fla 26 -0 44,10 _{_ 4,.' -4-51.4
<br /> 10 - -,� --�-46.10 \""46.70 .60 '-ia�0 -�-46.7s0'.,-"'47.Z1} -•97.20 A.-47:401 "I-'47.$0 +47,06' +47., ,-�-�830.. - -46.30 +Ja4G "��70 +40.7'0 ---4&74 --48.70 -�-46.40 I ' 4940 +48M U _ ; 1 1 !�
<br /> 48.10 46.40 \ 46.50 ,,48.80 495(0 46.80. 48.40 `, 4 1:00 I I 47 16 a .2UYF., 47.30 47.40 \..., 47,30 7.60 47.70 47.80 47.40 46.06 14&40 48.20 -0.0 1[7 COUNTY U N TY AIR POLLUTION CONTROL. lJ 1 STR I CT.
<br /> 4&30, 44.40 \+0.40 �k030 +0.1b, +0.30' +6.24 -`x.20 -0.10, ^-C.2G: -0.30 - --0.40 \,--4L40 - 70 ^-0.60 -0.60 -O.RU -0.70 \-0.80 ` -0.50 -0.60 -0.60 --0.50 -0166 -{1.30 -0180 -0 .--
<br /> ` � r` THF TOP OF CUT SLOPES SHALL HE A MINIMUM OF TWO (2) FEET FROM TNI`
<br /> ,.cjL3 �4` \ 47.40 4841`' 20 +4&60 +4&60 --4830 -�4&YD '+4870 -�'-4&7D "'�-4&90 3 +40.Oa +4R'90 "-44.30 -0-40.20 + 1•Shr) -�-•y1.0 - -
<br /> 80 +41570 � � \ti+ 46-M '� 44.7U +47 26 +47.28 �0aw 1-47.60 '47.70
<br /> 49.]0 46, 46.30 4&20 46.70 48x0 4&.40 4700 47.10 4}.x01 47.33. 4790 --.. 4750 `.-, 17.60 !4104 4, 47.0` 48� 0.190 -0$0 4130
<br /> 11 48.40
<br /> 8.e 1 48M 46.60
<br /> ".70
<br /> 10 � C��I PROPERT`( LINE UNLESS OTHERWISE APPROVED BY THE ADJOINING LANDOWNER.
<br /> ry I+Q`SO +0.70,\ 4460 +0.40 \43o.aA +0.20 - -0-20 `.70.13 -•C.2® -0110 -0-30 -0.44 !...
<br /> ice-- it U L. 1 I � SOUTH SAN JOAC;UiN IRRIGATION UISTRiCT
<br /> 'i w + Ai 7 'O +4 . 1 4 . 415 46 60 @0 � M i X00 1-48.40 148.50 4�0 44.60 t o D.A
<br /> 30 4p 70 T Op 790 7 9N 7 4X34 150 � r I f S
<br /> 46.30 4Q 40 4e 48.60 4470 \46-.60 46:1 47.03 47.1 G _47209 47 30 47.40-, 47.30 - 7.60 47.70 47AD 47.00. 4a 10 4R2Q 46.30 48.40 48.50 48.60 49.70 48,60 46 (S SJ I U) GRADING INV G U N L'-,7I Tf`f k"Y J
<br /> Q AO +3:416 46',50 4S.6 0 \+0.40 y�.4o +0.20.8.* +0.00 G2U ---0.1 f0 -0.10...,, +0.10 -Q.SO -0.60 7-0.70 -0.70 -0,�1i X1.50 --0.50 -4.50 -0.50 -4.60 -0.40 -0.60 7-0.90 -U.7Q -0
<br /> L \ 1 SSJID WILL BE NOTIFIED 4�3 HOI_JR`�� IN ADVANCE OF ANY EXr.;AVATIbN WORK.
<br /> 4560 ; + �'� .T' \\ I 'i_ 1_�' -46.70 46.70 -7-8.4.60 -�'-40.00 -�"49M -'-44.30 -0-44.70 -- •4060 -- - .8 -} .7
<br /> 4&DO 10 1 -46.30 �- 46.80 +47.OD -0'-47.10 +47.107 �,'�"47:31 +'47,60 "�"4kW -20', -1�'� '� 40 -"4860 '"'
<br /> 48 S0�'�6.40 9-.0.0 4& 40.10 �• 46.60 -.46.Y0 4j.flp 47.10 4T.2Lp 47,JJ 4790 47~50 7.ea' 47.70 /--\47AO 47.40 46.00 46.70 46.20 4430 48.40 46.66 46.80 4B.TO 46:W
<br /> +
<br /> 0 10 +0.�0 +0330 +4.30\. +6.60 40.80 `49.30 40.00. -0.0 +6.116 -#0.00 -O.3B,_\\ --c.30 `-\+(),60' 1-6.50 •-4.60 --0.50 --0.80 -0.50 -0.50 -6.60 -0.86 -0.70 7-0.70 -0.80
<br /> 2. NO GRADING WILL BE ALLOWED WITHIN THE SSME) EASEMENT OR WITHIN 15
<br /> 47.50 7.80 -},4e4o�---•4620 --40.60 - -46.50' -+-48.74 -+-4860 --j'^4i.00 '-40.70 ---44.10 1 .153 . ---44.751 .7 - 50,6- -• yp -�&6iS �4b.po 14. ` ,_. -�-A6m " -48.60 +44AW `�-47.D0 �,' - -t�yy��+ 96 44. 48.80 "..° 46.40 47.00 47.14 47200-. 47.30 -•. .7.40 47,.96 7113 47.7v4790 47.40 46.vc 4e.7v 46.20 a6.3n 41.40 48.50 49.00 46.704660 46FEET CF THE CENTLRI_INE OF ANY PIPELINEWHICHEVER I5 GREATER.
<br /> +0.40 `�+G.4G +0.z0 +4.30 .. 44.380 +0.30 �O.tO -0.78 .lSd -Oav \-0.40 -13.74 x;50 -0.60 -0.60 -^dao -3.70 7460 -O.4a �f.70 --O.FO ,0
<br /> EXCAVATIONS ADJACENT TO EASEMENTS OR FACILITIES SHALL HAVE A MINIMUM
<br /> •.\ ``� 4•` '•111,1- `,�`, `\�,- i7.6o f 00 -f'�4d1G -'46.40 -48To --4871] -j'-44.07 -}'+10.00 g ...10 ""0"'40.00 `�-44.16 'x-44.Yo '+49.20 -1'-404C �-- '2 T"'4 11111 ,]L(��"E FROM BERM TO FINISHED GRADE.
<br /> 1
<br /> F D
<br /> .. 40 -+4&80 -}-47.10 �-47.1G +'47.210 +^12d -'47.30
<br /> TLS �_... _.._ - --- -� I ANY EROSION AI_.GNG BANKS ADJAC;�NT TO THE DISTRICTS FACILITIES Wt - r-
<br /> ._.� -.._ .47�p-- 47. 47 47,7 4'JAO 4750 47.6+' 47.70 47.10 47.00 46.OU 4&1 G 41,20 48..}0 48.40 -(L 46.60 44.TO 48.60 M
<br /> Z _.x.40 ----e e5+ -A -0.70 -0 07.._ --0.60_._ 1]60 -(La 66.. . _ 9.eo LL 1_
<br /> CORRECTED BY THE OWNER AND ADDITIONAL F#LL REQUIRED FOR THE
<br /> 4.4,40 *0,76 44.70 +0.64 +0.44 +{+ 4 .4 47.6 47'7 47.6 479
<br /> 70'50 44.0 5G.1 49,3 47.5 46.6 47,1 47,0 474
<br /> 1 1 4"-4 .4 0
<br /> S 89'17 17" N47.70 -}-46.44 47.70 ;48.60 } 46,74 +44.18 { 44.x9 -}-44.40 }-44•x0 48M f 448.0 �44.TD PROTECTION OF CANALS 0R PIPELINES WILL BE FURNISHED BY OWNER.
<br /> e I0 31.4 7 I 2 a --47.7 4.47.0 7.6 76 78 47.70 47.70 478.0 47.40 -0.8 4&70 __0. 48JO 46.40 4&60 -0 -0.0 4650 4s .
<br /> +5 . -+ +4.o: +A4. �' -}-4&. -} -f-4 � ' ••}�+• -7.20 -0.60 -0.60 -0.ao 74.60 -0,70 -0.90 -v.6o 70.64 -0.70 74.90 70.40 -n.aa -d
<br /> 3. N�? HEAVY EQUII-MENT WILL TRAVEL AVER SSJID FACILITIES WITHOUT
<br /> _ 47.4+. 46.3 -}-4&66 -{-44.40 +•47.70 -+-4470 }-48.70 { 4440 }4480 144.00 -�44.zo }-44.44 } 44. 1� 44.40 +/°T �- SUFFICIENT PRCTECTfCifJ PROVIDED AFTER FIRST HAV#NG GBTAI
<br /> (n CROSS SECTION M-5 4'7.60 47.70 47.10 47.90 48.00 46.10 46 20 46.30 48.40 48.56 48,60 70 4690
<br /> -1.20 -•0.80 -0.80 70.80 -0.6c -0,e0 •-4.75} -0.50 -0.60 -0.70 --0.10 -0.71) --0,0 -0 0 I
<br /> � L,, FROM THE DISTRICT. NSD APPROVAL
<br /> 5 7
<br /> 47.4+ 461 46.40 46.ao }48.64 48.60 { 4.1G +8.6.40 �48.30 #+4.70 � 44.10 } 44.40 } 44.40 �44.80 � � 4. THE !ANDJWN[ti!� AGREES THAT THE EXISTING DISTRICT FACILITIES I]0 NOT
<br /> 47.80 47."-0.7 _0.5o --0..80 70 -0.BU 9.80 o -4.86 --6 0 -0.60 -0.80 -0.74 -0.70 •-0
<br /> Q ,2v -n.Te 4 EST �� TE NCI.J� PRESENTLY LEAK AND AGREES THAT v CAUSED BY THE GRADING
<br /> ANY DAMAGE CAl
<br /> - � 46,1._L.. 47.1 -{-46,40 •-�-4864 -�-40.60 --1--44.40 -+-48.90 -�-4&00 �-'484D f-44.20 +-44-34 �-40.70 '��7t! �'� '-�
<br /> OPERATION WILL BE REPAIRED AT IAN^OWNERS EXPENSE.
<br /> = 47.80 47.70 - 47.60 47.90 48.00 46.10 48.2G 4&30 48.40 48.50 4&.60 46.711 48.80 48
<br /> -1.00' a.TQ -0ac -0140 -660 3.815 -0170' -0166 708.0 -0.60 -7.10' 1.00 -0173 C\J 5. IT IS UNDERSTOOD BY THF APPLICANT THAT THE DISTRICT SHALL N7 BE HELD
<br /> 0
<br /> rb a RESP�JfJSIBLE TO REMEDY HIGH WATER TABLE i�RC;BLEMS CREATED -BY THE
<br /> 48.8+ 1)46.1 -1•-47.31! ' -47.20 -"47.40 '-47.60 "{'-46.00 49.50 +'40.30 ''40.70 +'30.20 ` 51130 `+-60.80 -� 5Q10 �-- A l.i.l x..442 -
<br /> 47.80 47.70 47.80' 47.90 48M 48.10 4820 48,30 / 48.46 4830 48.60 48.70 41,50 4&
<br /> `._ I -c.4U +0.40 4.0-W +0.50 +6.30 +0.10 -0.30 -1.46 '', -7,30 -1.70 _14D -7.80 -1-30 - x X Cr AVAT 10,N.
<br /> U \A' P.IN . . 243240-07) ��4o w 44.60 6400 44.70 .7 O x-47-2 -- CROSS SECTION T--26 IZ Y i T
<br /> z / 462+. 48.6_ -+-4720 -}-46.@0 "47.10 -1-4'..50 +4,-811 "-47.70 +-48.00 "'1-'i ,/ -+ + - n n �� 1 I 1
<br /> CROSS SECTION T-14 47.80 41.70 47M 47.90 48-UO 4&10 46.20 48.30 46.46 46.50 won 4&76 48.80 48. � 6. ANY IRRIGATION SERVICE TRUCTf IRE (DISTRICT OR PRIVATE) MGD,FICATION OR
<br /> INSTALLATION NECESSITATED BY THE PROPOSED EXCAVATION SHALL BE
<br /> -a.7G 40.56 +1.20 46.8.0 40.56 +a-@o 44.50 +0.30 -0110 -0.60 -1.24 --1.30 -1.00 -1 � PERFORMED AT THE IAhJT�CWNER'S EXPENSE. FURTHERMORE, OWNER SHALL
<br /> 4&44 -"47.10 ,46.63 40 - 48.80 730 len -47.60 4&3o as 4@.40 `�v>• '•� OBTAIN A STRUCTURE PERMIT FROM THE DISTRICT PRIOR TO INSTALLING,
<br /> 44.z} �o }48• - { 4 . 4 . } 4& }+p.3n - { M0C}IFYII�IG OR REMOVING ANY IRRIGATION STRUC lJ n ' '
<br /> 1 /"`, I. �-1 r� � 47.10 47.70 47.80 4724 48.06 41.13 4621 30 46.40 48.50? 48.80 46.70 46.1n 48. �.
<br /> N A L__ I;`'�l ��.�' r�'f i_. �`_1 r l .A I \ LJ ,.40 -U.70 +0.70 +1.30 +1.10 +1.30 +O,4U 0.70 +U.60 +03G X1.30 -L'.8ri -6.70 -G
<br /> r� I - t T. RES _N DISTRICT
<br /> r -L.. --44.Tv -}-48,4 +•47.86 --}--47.24 +46.80 +47.00 -1747.',90 -+'-47.66 -+'4e.60 "1-4830 '+_44.70 -+'482,0 "�. '3 +4" FACILITIES'.
<br /> 4e 3 44.1
<br /> 47.00 47.70 47.60 47"0 46.00 48.10 4&20 46.30 48,40 46.50 4&80 46.74 4&8O 46
<br /> -120 -2.00 w0.3f9 +0.30 +0.6 ,_- .. +1130 +4.20 +6.66 30.80 +0.50 +0.30 •-0.(Kl •1-0.60 +0 0
<br /> E
<br /> 46.5..+. 44.3 -+49.10 +44.00 '+50.20 -+-49.10 1 -*47.10` +47.90 +47.60 -+-47.40 -+-48.40 --�--47_$6 '+47.40 -+'17.90 +-4 •3 +� .
<br /> 47.16 47.70 47.60 47.90 4&00 ` 41.10 48.20 4&30 4&40 41.50 48.K 4&70 46.86 48. b
<br /> -1.60 -1.40 -1.8v -2.30 --1.10 \+020 40.30 +0'30 4450 +0.56 46.80 +0.8U +,.30' 31
<br /> k +4&-1
<br /> �
<br /> X40.7 --�44,.7D -+40.40 +'60.SFa, '-1-51.10 `60.77 -'-4840 -47.@0 -'+-47.70 "1~'47.60 -1'..47.40 +47J0 "+'-47.46 -'j-4 5 T.-3 -
<br /> , 47.60 47.70 47.60 47 48.00 48.10 4&30 41.54 48.40 +C.0 46.64 +1.4 41.80 +1
<br /> C CC)
<br /> } -C SIT__ r t.90 -Z.00 p 10 �1 p0 \ -3.10 -2.e0 --0.70 +0.30 +0.70
<br /> +0.96 +1.50 +1.40 +7.46 +1
<br /> .��.IL Tt T SI � N0.� ----- _. GENERAL NOTES:
<br /> 44.3-.L.. 40. -+--R4]D 1-60.@0 "1 19 +64.@0 -+-51.8U -60.60 +47.40 "'1-47.00 '-47.40 -1•-40.90 -1-47,40 +4&.20 +4& .3 -1--4@.1
<br /> 448.
<br /> 7.60 47.70 +00 43-o + 4470 � � `+°'.o +e'sn o.�9 v THIS SITE GRADING PLAN FULLY COMPLIES WITH CHAPTERS 29 AND 7C OF T
<br /> I 220 -?�. i H Iv.
<br /> 2 _{-47.4 1 y8�s UNIFORM I UILDING CODE EXCEPT THAT COMPACTION GF FILL AREAS IS NOT
<br /> 4&7..4. 44 611 -60. _ir-30.60 -1--s7.t0 4-az 0 +67.60 +51.@4 �'-8f.20 +60.10 '+W,+o -'+-'40.00 "+-41.20 -1-W.6U -}" -
<br /> 47.80 4� 47,80' 47.40 41.00 41.7 6 4820 48.30 48.40 48.50 46.80 WC 46.10 41 REQUIRED.
<br /> 2-00 -3.4v --270 -3.20 --420 -4.40 -1.60 -2.41 -1.74 -030 --1-OU -1
<br /> a1.eo 4-61.00 +-1Q.4o --+-50.20 -1- -#-46.4 EXISTING •_ IS
<br /> 474+ �. ,40 I-44@0 + T_ ".20 e><30 +8.466 178.+.20 { 64.40 f 4&40 PERCOLATION AS J NO EFGRMA L DRAINAGE INFAGI FACILITIES EXIST ON OR DISPOSAL WITH NEARE3Y BY
<br /> 47.6[ 47.7U 47.60 4720 46.40 41.70 48.20 46.30 4&4C 8.8.'50 4E.6f' 487n 46.90 48
<br /> S 89'11 '20" W 1319.1 '1' 260 -2.10 -2.70 -3.26 -410 -5.74 -6.00 -4.70 -360' 3110 -7.41; -1.70 -7.46 -1
<br /> 49.3 44.2 47.70 484 47:80 40.4 4790 46 w 48.00 4415 47.10 48.9 4&•40 40.6 48.0 40 1 46-40 4&4 40.50 47.4 '�.�47.7 46.70 472 48.60 46.Y` 4&➢U PROPERTY.
<br /> 47.60 -3.99 -3.80 --4.20 --4.30 -5.70 -920 78.16 -4.00 73.46 -2.80 --28[%
<br /> -2-90 S 89'1 1 '2'-'p W 1319.1 1 '
<br /> ...40,7 .}.•17.1 +.4&2 +47.1 +48.2 +A&2 .}1112 11+•4&3 4,482 +46.5 +744.3 +4&4 _.f-A&2 .#_40J
<br /> - - ,7ROSS SECTION A-21
<br /> LEGEND:
<br /> NATUt2AL GROUND ELEVATION.
<br /> 47.70 PROPOSED GRADE ELEVATION. S.S.J.kD., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR
<br /> EAi�THWO R K VOLU Y LS: (PHASE 1 & 2 ) VERIFICATION OF THE ELEVATIONS AND DIMENSIONS INDICATED ON
<br /> -0170 CUT / FILL- CUT = C U�3(✓ YARDS I C�S�, 334 PLANS NOR�ANY ERRORS OR OMISSIONS THAT MAY BE PRESENT.
<br /> FILL = C,UBIO YARDS 15, 1 48 APPROVAL RMI-TYv WITH SUBJECT
<br /> D.THE DATA REQUAEMENTS FOR PROTECTIN WHICH ON OF BE IN
<br /> DISTRICT FACILITIES.
<br /> CON DITIQNALLY APPROVED DATE
<br /> SCAI
<br /> BENCH MARK: ELEVATION __49 ? DATUM ----us ._7.777 4fESS! IAUGENOUR AND MEIKLE �I^ SHEET
<br /> � , �.raw4yr � LAUGENOUR AND MEIKLE SITE GRADING PLAN
<br /> DESCRIPTION: Paint Mark on Northeast corner of
<br /> DISI N __ ______ __.___-- --. ._____ --
<br /> Irrigation outlet. �`.,+' ; r
<br /> GID BY: _. -- -- ---_ - - _ -..__ _----� -- _ g . ; . ,F I V I L ENGINEERS for ( >
<br /> 41
<br /> L,
<br /> 608 COURT STREET S P R E C K E L S S U G A R C O M P A N Y 1 " == 200 '
<br /> DRAWN BY: KAM F
<br /> P. 0. B 0 X 81-18
<br /> -
<br /> _-._7777_ -. -- --___.._ Section 14, T.2 S., R.7 E.,
<br /> CHECKED BY: c�J 7---.__1- e-15-92_ REVISE Exca�sRTtI7N BNTJRY R _J _- _ '' �`iv11w .,''� R.C.E. �B �r7� WOODLAND, CALIFORNIA 95695 Mount Diablo M
<br /> __- ___..----------
<br /> r. ���.�..r•.�•'�N 7777- _ ___ __ Meridian �JUf' F 1992.
<br /> REV. DATE DESCRIPTION BY APP'D. '�r � , f1F � 11` �`� EXPIRATION DATE: Q �3o.g3 PHONE (91 6) 662- 1755 San Joaquin County, California. ---- -='. -___._._
<br /> JOB NO. 37 1 - 7
<br />
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