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OPERATIONAL STATEMENT:
<br /> THE PROJECT CONSISTS OF GRADING 80 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 THE PROPERTY,
<br /> NOTE: THIS AREA IS NOT A PART OF THE GRADING EXCAVATION APPLICATION.
<br /> � EXCAVATION OF THE SITE WILL BE IN TWO (2) PHASES WITH EXCESS MATERIAL.
<br /> �J
<br /> GENERATED IN PHASE 1 AND 2 EXPORTED FROM THE SITE.
<br /> THE 39f ACRE SECTION WHICH IS NOT INCLUDED IN THE GRADING EXCAVATION
<br /> -
<br /> cRoss SECTION 8-5 CROSS SECTION B-21 APPLICATION CONTAINS A BALANCE OF CUT AND FILL MATERIAL AND WILL BE
<br /> � I-- -
<br /> A.P. N .: 243- �4C-- I COMPLFTIED PRIOR TO PHASE 1 AND 2 EXCAVATION.
<br /> ACCESS TO THE SITE WILL BE FROM AUSTIN ROAD IN THE NORTHWEST CORNER
<br /> + 7:7 446.6 -48.6 --�4a.0 �..Ae., �...la., .+AAA +Aa.4 �.a �..M2 497.0 �-_47., �-47.x +.47.+ -.�-�7.� �4T,7 -�-47A .�-A7.Y ..�..<7,Y --47.6 4.•47.2 +47.2 -+.A6,e _1.18.7 _1.;.96.4
<br /> N 89'2.3' 14.7 E 2637.46'
<br /> OF THE PARCEL. THE EXCAVATION PROCEDURE WILL BE AN AGRICULTURAL
<br /> --_ -W--- --- - 4,14,4, -- -- ~ LANG>LEVEL.ING OPERATION WITH LASER CONTROLLED SCRAPERS WITH EXCESS
<br /> -- - o - 10 46-20- 7-- 3e W 40.3 - 447$= €+IATEf�IAL TRANSPORTED BY TRUCK TO CONSTRUCTION PROJECTS NEEDING FILL
<br /> 4R�6-� -. _- Y_- 4,4,4,4, --. T.: 48.30 4E.4a 46.56 48.64 41!.70 49,66 4a � FRENCH --
<br /> A j �� l '' -07p 0940 -070
<br /> -♦01:16 48. 98.60 48.80 48.70 . 46 Do 4 -�-�&�4 "-''� __'+ Tia'"' -+44 --0.7n- 0 AG -G RO 4,0.60 (7.30 __CAQ -0.9�i -0 0 i V' A I� . .
<br /> 4,601 4626 -0110 4,060 4,6.40 �7so ao•Ia 40860` , 40.69 40.10 46.70 -01a 7.gQ +1 4.o {7.90 4J6p - , � � � �._�� •7 +Q.0 �� MATERIAL IN THE NEARBY AREA. UPON COMPLETION OF THE EXCAVATICN
<br /> \ 790 �,e Dv 20 20 {8.40 ` 4410 44 41.00 4680 4670 4890 49.90 4°.20
<br /> 47.00 47,10`,...+47.40 "-47.80 -{--� . T4& � + 1 ""'4aL80 + "}' T [---' i
<br /> �� `�-46.70 -}-,a130\1
<br /> q� {46:66 {+a•�. + \+ '47.10I PRODUCTION OF ROW CROPS WILL COMMENCE.
<br /> a 46300 47.0047,20 47 70 47.48., 47.30 7180 47.70 47.80 47.00 44.00 48.10 49.20 46.30 46.40 48.56 48.80 48.70 -0.7 48
<br /> 48.36 4�.,4G 46.''`'\ 48.00 46.70 48.804,0.60 -0�Z -0.80 -0.70 -53.90 -0.40 -0.77 -0.70 '-1.00 50 -0.50 4,0.60 �i.80 -0.50 4,0.60 -{/.Bp -0.70 -0 r-
<br /> I--- �-O.00 +u24 4-0.30 \ 4,0.09 +0.10 '-7.20 -0.20 :4,6.49 1
<br /> f4. `` y\ 7J50 `•... 7.70 10 +48.10 -+-46:30 +1 40 +4640 +4430 +48.40 --}-16,30 -'�:50 +4& •-}-4g°o �-4a,9G -f-4°,,Q -{-48,00 "- 0,710 f-{\46.49 -{-4 �� -. .479
<br /> +46.00 -BQ., +:7.1 D�'.,.+47.40-`,. 7� �..J
<br /> 442b�*'+'40.16 49.70` 48.80 4S.°0 47.00 47.10 7.20 30 47A0 47.50. 7.80 47.70 47.60 4-0.0 -0 --0.4 4_0_5 -0.0 46.49 48.50 66,80 44.70 48rC 49
<br /> 4860 45,494 ,4 40.17 49.69 ' '. 4,9.29 , 7.40 0140 �a 60 -Q;Q � o -o eo .94 Q,TQ -0159 -Oso -0 sn -0149 -0 so -0166 -7 6o Q.eo 0.40 �3Q -G.ev. -0 it GRADING SPECIFICATIONS:
<br /> �46.10 .4080 46.16 . -5 � ! I I
<br /> N EXCAVATION AND GRADING SHALL CONSIST OF REMOVAL AND PLACEMENT OF
<br /> I0.CU 447.!!0 +08.04, -}^47.40 -47.30 . '-{-47.60 �'
<br /> +47 aa \'-{`�4d14 408.20 +4830 -'{-40.40 -i62A -�-44.60 '+"41La0 +4d7a -}-4666 '�-48.v -�--4880 -}-81.20 48.10 +40,10 +41.40 'r ° 'Q
<br /> +46x0 X29 + 47.70 47.8C'47 MATERIAL TO THE LINES AND GRADES AS SHOWN ON THE PLANS. CARE SHALL
<br /> 48.30 46.40 4630 4+0. 4&70 -.W �: 40m �'�., .nO \-0.20 -:47.30 \47z0 47..YQ, -40 a`:7�1 G,a -0.70 -0.40 40.00 ,CC.80 �'1i.8p __0'41? o•.0 6'146 6176 -0.50 -0.40 4,016 -G Q
<br /> BE EXERC#SED NOT TO EXCAVATE BELOW THE GRADES SHOWN ON THE PLANS
<br /> da 46,, CROSS SECTION E-26 N WITH FINAL FINISHED GRADE TOLERANCE OF PLUS OR MINUS ONE--TENTH (0.1 )
<br /> -� 1 rr OF ONE FOOT. THE FINAL PLANE SHALL HE SMOOTH, UNIFORMLY FINISHED AND
<br /> +0.00 +0.201 *0.J0 \� ``,. \ ��.` -- .(. 1 o I I
<br /> ! `•, ` 7 770 10 10 0 �--46.20 '+'•48.40 '+40.76 +44Sq •-+-4860 '48.70 -+-4490 +49.00 +41.20 +41.20 -+,49.40 -4-41.44 --}-
<br /> CR05S SFCPCN E-1 - 4e 3Q +49.90 �4a2o' �-+a4o }+ta.s� i 4e 9a �-4a�4 +47A1, �-47.so��-4 +7 +4 . . �6 ��
<br /> +6.784 -4,01.,4 46.16 -0.10 �1.2p -0.20 '�.4c -�0.7a --0.80 -•0.1w hf 4,0.89 4,6.67 4,6.95± 4,6.50 4,-0.50 4,6.60 4,0.69 4,9.80 4,.9.70 4,"0.89 4,666 '-0.80 �-Q 7
<br /> '4630 46.49 48 S0 48.60 40.76 4f.H13 44.96'.., 47.00 ' 47.16 47.26 47.30 47.40 47,50 00 47.70 47.80 47.90 48.110 46.10 46.20 48.30 48.41 48.50 48.50 46.70 46,06 '
<br /> ABSENT OF HOLES OR HIGH AREAS WHICH MAY INTERFERE WITH CUSTOMARY
<br /> +4.114 +0.50 +0.30 '�D2U 1 .
<br /> 4 47.50 7.60 47.60 48,0 . 23 +4430 +4430 +46.40 -{-4a.SO -}-4870 -'4490 -+-41•� 1-�74 ��so 448.0 448.70 �48AG +4B � � _ _ � IRRIGATION PRACTICE.
<br /> �.� `�. 4406. r SITE
<br /> .4a 1a -{-46.30 '-44.40�, +4440 {'`'AI`.Ml -'4690 +4i:30. - �t � 7 80 47.70 47.fiQ 47.90 48.00 46.,0 46,26 49 7G _G�7oi/ �).�Sp -0.70 -0.50 -o-al _- - .1 I�,_ I T `�!T E �V U. 1 -
<br /> I
<br /> Tt��- �.} -- }�--SC S FIELD CONTROL STAKES WILL BE PROVIDED BY THE ENGINEER TO ESTABLISH
<br /> 45.30 46.90 4830 48.84 �, 40.70 48-996 4P 9�T 47.00 47.10„ 47.29 47.30 47,40 - 47.56
<br /> 4,-0.16 +fi.3t,::. +-7.27 +0.20 x.}0.30i-•^C=C` ""030 -,. 4,0.10 �'\-030 150 -Sf.+O -0.801.0.66 -0169 -'0.54 -OSO -0SC -0189 -fi.70 4,+1.96 /l
<br /> FINISHED LINES AND GRADES. THESE CONTROL POINTS MUST BE MAINTAINED IN
<br /> 7,16 - ,40:20 '47.30 'i"47.4�`:... -{-47.00`',,. "47.70- --47.90 '+4410 -}'-40.40 +4840 '{'-40.80 -{^46.50 -'�-4460 ---4690 -}-49.10 +41.10 '-4690 -'-48.60 "�"'_-0.0 -�-i0.40 4'D
<br /> x¢ � � � X70` , ep �,s AN UNDISTURBED CONDITION FOR THE DURATION OF THE PROJECT.
<br /> 48.54 48.66 4470 49.M! 4e
<br /> 47.00\ 47.16'.* 4727 _ 4730 \ 47.40 . 47.56 47.60 47.70 47.80 4-14 44.00 ".57 -0 77 --0 -0.D 4,6,,00 -0.70 -0.64 4,6.60 -0 0
<br /> }0 %
<br /> X44 ,ate 4569 481,3 4567 +ate ALL PRIVATE HAIL ROADS INVOLVED 4.N THE EXCAVATION AhJG EXPORT OPERATIUhJ
<br /> -2.00 ' 1.80 •-C.4o.., X7.00 4,0.00 40.00 -0.20 •1114, -0.2L1 ��•�-0.30 `,x7.30 ---0.40 .Sn 4,0.70 -0184 0.70 --0.50 -7.70
<br /> Imo-47 -T-77.00
<br /> 60 4800 i 70 - 4470_--+40.20 1 _+._4690 -41.20 +41.50 ---41.30 -+-49.54 -{- 1.7 .+.51.4
<br /> '�-I-47.10 `+-47.30 +47-4d'-. +47150�� i _-00 "� 90 '+-4420 '"'4430 "46• '+- [�• T 1 .1
<br /> +46.40" � t - 4e as �44aa { s�.tv SHALL BE MAINTAINED Tr; CONTROL CREATION OF DUST AND ALL EMISSIONS
<br /> 40.35 4840 48.50 40.70. 48.60 - 480(' 4 ,S�n 4 i. 40.1©' C "..-0. D '-6.50 -0 44 -.0.50 �i.00 -0.'0 -0.80 --0.60 0 P _0.90 --4.86 --0.70 40.90 440,66 6.70 --0
<br /> !-C.1m +0.70 R�.,a +0.2 \ +036 +G.CG 44.06 4,0.19 .. - Q
<br /> ' SHALL HE SUBJECT TO THE RULES AND REGULATIONS OF THE SAN JOAQUIN
<br /> .! -�--4a.z0 -E_
<br /> \, I - 4o +4470 4477 - 4474 -{-4470 -+--4890 �-f'4690 { 4°160 -}4°1x0 COUNTY AIR POLLUTION CONTROL DISTRICT.
<br /> ^48,17 ,+"4� +46.10'\+41,30 - '+aa0 -{-4a.6e 4-,6.70 "47.20 +47.zG 47.40 -'t"+7.00, '+-47.60` -+-47.90 , -"4460 �+`44 E �- � l(-)
<br /> 46 0 4x.46 46.60 48.66 40VC 46.PA3 46.90 47-M :I 47.76 � 47.20' 47.30 47.10 ', 4730 -- 47.69 47.76 -0. 0 47'90 -0.7 ',40.10 ` -0.50 0.80 C) 0.D 4,9.50 -41.00 X7.56 0106 �
<br /> +0.47 'kOJO +0.1?S� +0.]G +9.20 4,0.29 4,9.10 µ7.66a �f.30 x:.40 `\' 1.40 #'7.70 -0100 4,6.80 x..80 -0.70 �'a• ., C. ,
<br /> THF TOP OF CUT SLOPES SHALL HE A MINIMUM OF T1N0 (2) Fr E' FROM THE
<br /> i ! ,sem �,a PROPERTY LINE UNLESS CTHFR'1NiSE APPROVED BY THE. ADjOlhING LANDOWNER.
<br /> +0.70 \ (/') - -
<br /> E0� 70 \b' � � 7.00 47.,0 47.2m 47 J0` 47.40 47x'0 ` 7.00 ...40.20 _.4600 -+-4460 +4630 -'-44`50 +"-40.70 -`�-447a "-4690 - 49.0° -+-40.50 +46.30 -�..4 AC 4,{4,11 � .
<br /> I ` 7.4W i'-4760 -+7.70 47 4641 48.40 46.50 48.66 46.70 48116
<br /> 1�. � - 7D 7 2a 47.20 � � -� 4'.70 47.89 47.90 46.06 44.14 49.20 46.30 I I I
<br /> (" -.� �3p 4a,S 4E.6C `�. 44.74 46x(7 46.2
<br /> �>0.54 +0.70•6 +0.67 +6.40 '+6.20 40.:10., 49.26 -0.20 4,0..16 4,720 ^6.20 --0�'0 - -0.40 .H1 -7-50 -9.80 -4.74\ 4,6.50 -0.64 --0.60 -0.40 4,0..00 -0.50 -0.80 -0.40 -0 0 -
<br /> `� ' 1.0 450.6 SOUTH SAN JdAC�UIN IRRIGATIOhJ DISTRICT
<br /> 7. 4-•47.46 -T-47.30 +4800 '�' � +�•� �"�� 4 T"'"' 7b *46.67 �-49.0p 1-4690 -49.40 1{9.30 -49.50
<br /> �80 t om . 46.70 +'8'40 4,1-46.70 -} <7.DD �4T6a }4 3D47,40 47 b (SS�I!U� GRADING CONDITIONS
<br /> .3G 46.40 4e�R 46.84 \, 4-0.4c
<br /> � 6 m 40,W O 7 47.2007 +0. -0150 4,-0.60 -0176 --0.70 a.47-80 �0, -9.SG .SL' 4,0.50 40.60 .4(: --U.le[; -4,o l•Q
<br /> 46.340 `�
<br /> 1. SSJID WILL HE NOTIFIED 4F HOURS IN ADVANCE OF ANY EXCAVATION WORK.
<br /> f.. L .x .50.7
<br /> -�- t0 + �4 +"4e.w �'.;+" 60 -4840 -1♦460 4670 4670 4800 T-49.00 -.46.10 -�_.48. 0 -�-46.10 -�-48.a0 --�--
<br /> \ ,\ 4466 7.00 7.10 47.110 .+•47.30 '}'47.80 --�..4LW +47.20 '"40.30 -+-+a. �! r ��-
<br /> 443n ''Ex.4C 4450 45.70 . 45.60 46.94 47.10 47.,4 47,210 47.]00 4'/+10
<br /> 41 Sa 47.60" 47.70 i'--.47.M 47.96 0.00 4x.14 4E.20 49.37 18.40 48.50 46.50 49.70 48.86
<br /> 4]110 + 48,5[.1 +936\ +L.6C \ 443,50 *A�70 +O.q? -0100 +Gmn +O.oc ^0.26. -0150 ...\ 0.60 ` ,-0.5(} 4,6.69 4,0.50 --9.60 4,-0.60 4,7.!50 -0.40 -6.60 -0.70 4,0.70
<br /> 2. NO GRAC:'iNG WILL PE ALLOWED WITHIN THE SSJID EASEMENT OR WITHIN 15
<br /> 0 � � \ •. � .1 4,-00.5 � - , -.
<br /> j ` ', ', � � 4620 --�4x.e0 -'�-4450 '}-4477 �-44e0 {-4400 -{-49.,0 -�-49.10 -E-41.30 -�-49.40 -{-49.70 -++-41 4
<br /> t 10 +� ``.. 4e� �-48eo 4-46,1090 -}-47.60 A-47.50 +47.80 -r+4�o � J4,+840\ � FEEF• OF THF CENTEkLINE OF ANY PIPELINE, WHICHEVER IS GREATER.
<br /> +46N _I?���'�'' \�0,4C -+i.J0 4,1:39 -OAC, -6.60 -0.70 -6,70 --G-x4) -0,940 -01.70 4,9,90 EXCAVATIONS AU ,
<br /> 40.30`-. 411.46 YASC �� ti 4880 ` +5-9C 1 4.00 +n]U +91.50 -0.70 ;7�{1 47.90 48.06 Ae.7G 48.20 48.60 48.40 45.50 Ia.aO 45.70 45.50
<br /> 47,11e 47,70 JACENT TO EASEMENTS OR FACILITIES SHALL HA,J'E A MINIMUM
<br /> -0.16 1r0.10 +1wG 3.1 SLOPE FRCM BERM TO FINISHED GRADE..
<br /> \ 47..14-. 47.40 +"4470 -+-41.07 ,+-'41•m `+-41.10 -+-49.00 -{..48.20 "+49.40 '�45►:,. �..
<br /> 7.718 47.20 "47'70 .-+'-47.60 00 '+,40.10 �'4e.40 '�'48
<br /> �6,4a ++4 0 yep4,4,4,4,_ �.Rv 4,666 ._ 4,666 �3.e4 w5a._ -o. ?.. ANY EROSION ALONG HAWKS ADJACENT TO THE DISTRICTS FACILITIES WILL HE
<br /> a1�f'C 4)-00 47.70 47.00 4]116:' 4R.au 48.tf, 48.26 4..393 48.40 48.54 .
<br /> -46.90 418.20 - 41.110- 47 _B.� ... 4,0.70 -- ----
<br /> 48 xG 4a 70 6
<br /> . - .__-1111.. - _ ... 11.08'.,_- _ X0.40 t4?._ .. 1111 ..
<br /> -. 46.54 { :a° 40.70 4694 � � n.n r:?RRECTI=D BY THE OWNER AND ADDITIONAL FILL REQUIRED FO THF
<br /> Z +0 90 +0.76 +0.76 +GSL +9.40 +G 3G 4:. 4?.0 47,7 47.6 479 .50
<br /> -"AC !-49.21 -f 4 rM"p PROTECTION OF CANALS OR PIPELINES WILL BE FURNISHED BY OWNER
<br /> 4,0.56 49-9 50.1 <1.3 47.5 4ad 47.1 47.1 47.4
<br /> S d9'17'17" aV l 31 8.9 L' 461 4689 4640 -14x 70 46.50 -+6 70 }-49.,9 }-49.+6
<br /> �. 47.60 47.70 47-80 4790 46.66 44.10 4026 45.30 -0.9 _ .
<br /> x..31.4 -+SQ.7 141.1 74&2 _5.-466 ].47.7 ..}_47.0 +47.5 -"?A +47A -1.20 -0.80 -4.3.64 -0bn �i.80 -0.50 --0.97 -0.67 -7.50 -9.77 -0_94 4,^0.66 4,-696 �-0 �3 _ .
<br /> c�J
<br /> 479. 481:5 -+-4466 `-48.40 '4470 - '-4660 -+"'4670 "+-4497 .4-4400 _I-40.01 ---41.80 '-}-451.40 _�Y_40 �-f--41.5(s 44 .S ,49.7 `.,._ IVY EQUI��v�EN -TRAVEL �R SSJID FACILITIES WITHOUT
<br /> 4Q -{- NC HF�4p TWILL -
<br /> G_._...- G`R,15S'�ECT1uN M-5 1']100 47.70 47.69 47.90 46.44 44.19 4x.26 46.30 46.44 46.50 46.60 .1C 46.66 4A, 4 I SUFFiCIFNT PROTECTION PRGVIDFr' �r C'
<br /> -1.21 --0.80 -1.80 -G.& -0-80 X3.60 .-0.79 -4.60 -0.60 ^0.70 -4.80 -0.70 -0f0 -0 i rt FIRST HAVING OBTA!hJEU APF'f�OVAL
<br /> FROM THE DISTRICT.'
<br /> C �
<br /> 47.9- 46.1 +-4640 "4810 +4400 +4x.00 +1&7C -+,49.90 +46.94 -+,41.,0 --41.10 "'{'44.40 }"49.40 ',-41.50 - •'� T'-•7 C J ' . THE l-AN �rYNE AGREES THAT THE EXISTING DISTRICT FACILITIES D � NGT
<br /> 47.893 47.70 47.60 47.9E 48.00 45.10 46.20 4830 46.47 45.57 48.54 46.70 46-BG 48
<br /> -7.00 -0.61 -0,70 --C-7C -G h
<br /> 1.70 -0.� -0.7D °" -0'7b ` 1 I ' EST SITE �'a '� 3 j PRESENTLY LEAK AND AGREES THAT ANY DAMAGE CAUSE
<br /> - R ,a.a - 46.70 4E.00 _� +-_ •-i�r., I�_ T .j �. ' �D BY THE GRADING
<br /> 4,44,4, 4696 -4-40.26 --49.50 4.70 41.77 41.50 -j-44 .1 1-40.4 �•1^)
<br /> OPERATION WILL BE REPAIRED AT LANDOWNER'S EXPENSE.
<br /> 44.1+ t j<7.e. -'}-4649 - -4460 -+ 4800 --+-4660 +46.90 4090 �- .. -F- -
<br /> 41.0 47.76 47.60 __C.9 -0.8 46.16 4R2G 4630 46.40 4a.✓3 C 5. IT IS UNDERSTOOD BY THF. APFLICRNT THAT THE DISTRICT SHALL f JOT t E HELD
<br /> Q 47.80 -U.7o -0.70 ,00 -0.90 --0160 �i.7C --OAC -0.K -0.80 4,1.10 1.04 -0.7r
<br /> r� RESPONSiBLE TO REMEDY HIGH WATER TABLE PROBLEMS CREATED BY THE
<br /> 46!-� r) 46.1 -+4'.30 +47.30 1.40 +47.SC +48.iM7 -+-1666 .30 " 41.'/0 +!10.29 -}4,']0.50 '{4,`10,`]0 +80.10 -.5 .0 11 -+4,91.;7 .
<br /> ♦-- ` 47.80 47.70 4790 7.16 4896 48.14 4810 48.:H! ,F 45.44) 46.60 46AC 48.'0 4866 4. t.
<br /> -0.40 +9.40 +630 46.84 +O.90 +0.10 -0.30 -1.04 `'., '-�p -1.70 -1.97 -1.57 -1 SO - ; EXCAVATION.
<br /> v c
<br /> � r'-0 - S C'. ANY SERVICE STRUCTURE L
<br /> .� 2 ru V J" . .8.. ,a5 7 :7zD +-4d.ao +4 .� { 47:x 4 # •zG Q% 46.x 46- I : _o 48.K IA
<br /> T --___ cROSs �EcrloN T-�s INS ABLATION h��� E >_ I AT Y (DISTRICT OR PRIVATE) MOi�II ICATIuIJ �,R
<br /> 4 f �,6
<br /> 1 C
<br /> 46.30 48.49
<br /> +-41.36 41.07 r' i ,
<br /> �� T E1� H THE F RdF GSI=DXCA/AT1CN SHALL E3 E.
<br /> GRG5�5 SEC-110N 7 14 4 60 _� PERFORMED AT THE LANDOWNER'S EXPENSE. FURTHERMORE, OWNER SHALL
<br /> +u,so +1.29 49.60 46.:,40 47.67 +40.90 +v.3Q 4,01,6 4,-0.69 40.2 . 409 7.16 4a.8n -48.10 - 40.60 7.30 . 47,00 `+`47.88 `{-4639 +-44 - - 9.300-49.4° - �� �•' OBTAIN A STRUCT'.JRE PERMIT FROM THF C)I��TRICT PRIOR TC: !fJSTALLIhyG,
<br /> + 4e`c } MODIFYdNG OR REMC)VING ANY IRRlGAT1UN STRUCTURES ON DISTRICT
<br /> 47.70 47.1M 47.97 46.O 46.17 4410 J7 48.440 48.50 46.64 48.10 48.80 47.50 +1.30 +QAI� 0.70 +1�.5C +4.26 -C'..3C 4,-0.66 4,-0.80 FACILITIES46.3..+. 41.4 -�-49.70 +-0417 -{-47.60 -+-47.m -{4,-6.60 --47.00 --47.50 •7.80 +-41.m 446.30 '+-4470 �'a/120 T .s _I_40J47.00 47.70 4'7710 479( 48.00 4&1C 48.20 45.31 46.40 4a.SG 48.80 4a.10 48.80
<br /> -2.00 -0137 4616 +9.ay. +1.34 +1.20 +0.60 +S,,an +0.50 46.30 .u1 46.66 +9 7 N0 TREES AND/OR RUBBISH WILL BE DISPOSED OF OR STUF�EL) ON THE
<br /> 7..., ` 47.10 �1 4�a0 -+4790 -t-_Do _.7.-.47.6(} ..+"47.90 +47.50 -+M. •3 44,96?
<br /> S S.J. # D EASEMENT OR FACILITIE=S AND NO SOIL WILL LIE
<br /> 48.6_+-. M49.3 -+-40.16 -+49.80 -{-50.26 '-411.,0 :1I`-4 .W - -I-' f OVER
<br /> 47.60 47.70 47Ar. 47.90 4a_DG �. 40.1 n 1620 10_}0 4090 46.50 48.60 48x4 4E.84 48 S T C K I L.1=D l!4)L R THE S. S.J. E . D. P I P E L! N .
<br /> 777 r -9.50 -1.44 --MM -210 .10 .+0-20 +U7 30 +0m +{).51 +OsO +1.80 +0.80 +1.340 +,
<br /> r �
<br /> 41,1+ X 41.7 �i 0 -+-41.70 -+-40.1q ' I-31.,0 -+-50.70 -+-469u -{-47.en '-47.70 +47.00 4-47.10 4-47.30 '--47,40 -'}'-47 .3 -.�.-443
<br /> .70
<br /> SITE 47.68 47.70 47.80 47-90 48.06 48.10 440.70 +0 Sn +0.74 +0.90 40.4C 4&50 +7.50 +7.40 6� 40.
<br /> .
<br /> SOIL TEST ..._ N n 1.90 -200 -2.1 Q\ "isc -3.10 -2.80
<br /> .__-__._ 4,4,4,_1. ..__ --- ` I
<br /> 4f.3+ --&j41.60 +50.30 4-60.00 - 4W 4-61.80 -+51.00 '.50.80 -+--47.10 }-47.60 '-�-47.40 -{--'40.10 _.-47.40 f8•"' ._!_ •3 -'�'2 NERAL NOTES:
<br /> THIS SITE GRADING PLAN FULLY COMPLIES WITH CHAPTERS 29 AND 70 OF THE
<br /> 147.60 47.70 47.66 47.97 46.00 40.10 48-20 48.3n 4x.40 48.50 48.67 48.70 48.84 48.
<br /> i 1988 UNIFORM BUILDING CODE EXCEPT THAT COMPACTION OF FILL AREAS !S NOT
<br /> 220 �,g0.,y --,x,90 -3.17 -3160 -3.70 -2_80 +0.40 +990 +1.,p +1.70 +1.30 +0.60 +
<br /> �il/-^ / -�-51.60 +61.20 -+-60.10 +41.40 '-{-41.00 "'-49.20 `}-40.60 --}_ •2 "r"'4
<br /> 46.7+ 40.8A! .80 l W,� +66.30 -+-31.10 4-6220 +62-80
<br /> 47.60 47 47.50 47.9(1 48.67 48.1 C 4,9.27 4a.3o 4x.40 48.54 46.60 46.7(' 18.66 +e. REQUIRED.
<br /> 200 3180 -2.77 '-3.24 -4.20 -4.40 -3.80 -299 -7.70 -0.90 -0146 -(750 -1.Qu -1 p EXISTING AND FUTURE DRAINAGE IS MAINTAINED ON-SITE WITH DISPOSAL BY
<br /> 461+. 49.7 ,10 '+-41.80 +W_%0 -+-'51.60 -+-5x-30 +53.80 --{-54.20 _-1--63,D0 5100 -+-6t.a0 -6L.aC 4-50,40 '+-50.26 �- -6 T--4
<br /> 47.60 47.7E 47.66 4796 46.640 48.10 4R2G 48.30 46.44 44.50 46.56 4a.7n 4a.64 46, PERCOLATION AS NO FORMAL DRAINAGE FACILITIES EXIST
<br /> S 8 9'1 1'2 CH W 2.00 -9..10 -2 76 -320 -4.30 -5.76 -8.00 7Q 4,3.66 _ 3.40 -z_44 ._ ,.74 -1.440- -1 E O N 0 R NEARBY T H E
<br /> PROPERTY.
<br /> 463 462 46.4 41.60 4a.9 47.90 48.5 48.00 449 48.10 40.J 46.20 4616 4A 46,3 48.40 484 48.50 47.9 48.60 47.loop 7 46.70 479 46'60 462 Wvc
<br /> 47.70
<br /> 47.60 -3.20 --3.60 ^4.20 -4.30 -5.70 -E.70 -826 -5.14 -4.00 -3.40 -290 - -C.50
<br /> -2.90 S &'9'11 '20" W 1319.11 '
<br /> +4x.1 +4x.2 --. 48.1 +Aa.2 -+.A62 4..46.2 +48.2 -+..982 +4a.5 --4813 +158.1 +III +46'3
<br /> - CROSS SECT)ON A-21
<br /> LEGEND:
<br /> NATURAL GROUND ELEJAT1UN. S.S.J.I.D., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR
<br /> 47.77 PROPOSED GRADE ELEVATION. EARTHWORK VOLUMES: (PHASE 1 c�C 2 � VERIFICATION OF THE ELEVATIONS AND DIMENSIONS INDICATED) ON
<br /> -0.70 CUT / FILL. CJT __ C I YA��.1S I a 334\ PLANS NOR ANY ERRORS OR OMISSIONS THAT MAY BE PRESENT.
<br /> ' APPROVAL IS SUBJECT TO THE DATA SHOWN WHICH APPEARS; TO BE IN
<br /> F .1 LL = CUBIC YAKDS 15, "I 440? CONFORMITY WITH S.S.JJ.D. REQUIREMENTS FOR PROTECTION OF
<br /> DISTRICT FACILITIES.
<br /> CONDITIONALLY APPROVED DATE
<br /> 7
<br /> BENCH MARIE: ELEVATION_49_-TZ_ __ DATUM _-__uses __._ �`' ��� LAUGENOUR AND MEIKLE SCALE SHEET
<br /> - LAUGENOUR AND MEIKLE SITE GRADING PLAN
<br /> DESCRIPTION: 1Faint Mark on Northeast corner of ���'� •,••°""*°,rq�Y�� �
<br /> I!rrlgat�on outlet. , '„; „�+ G' �F�,,"•,� �" gl CIV? ENGINEERS for
<br /> � � 2
<br /> DESIGNED BY: . _ _ -----�"-- ___1.1__1.4, ____._."___1___1_11__._-1___1____11"_ _......__... _.�..._ W__�-.__. 4� �z�` '�,,; � �, 608 COURT STREET � P R E C K E L S SUGAR C 0 M P A N Y 1 „ - 2�� '
<br /> _-__�... _14,4,4,____.- --
<br /> _____. .�...__...� x+43 • L.3 ►'. r r,a s 7
<br /> KAM -4,4,4,4,-- ----OF----
<br /> DRAWN .-_
<br /> ----_.__.. _ _ .__ ._. _ ___. _ - 2 II-IS-sz a��" ss�i� rvoT . �_7_.___-__-"__.. "RG ,� _ P. 0, E30X 828 Section 14, T.2 S., R.7 E.,
<br /> 1 8-15-92 REVISE EXCAVATION BNDRY RGJ
<br /> --
<br /> _ _._._._____ _1.1.11_.__ ., .f: � ; s.°�. R.C.E. �B �lW�?ODLt:fvC), CALIFORNIA 95695 Mount Diablo Meridian
<br /> CHECKED BY: F2GJ - 4,4,4,4,- __ --- - -- - - 4,4,4,4, - -------4,4,4,4,-- -_ _ .._. _ •.�Q4?�,P•••.. _._.__. f JUNE, 1992. 3
<br /> REV. DATE DESCRIPTION BY APP'D, � �1tc��" EXPIRATION DATE: i •�.q r' �nNE 91 Ej 652- 1 t 55 Sa�1 Jc�agaIn County, California. J(�8-- -D- ______
<br /> N . 3711 --7
<br />
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