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<br /> REVISIONS BY
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<br /> 104 108 36 144 152 160 168 176 1194 184 Q � "� L.
<br /> i12 120 128 1 a
<br /> i00.7 + 140.8 + 100.8 + 100.9 + 101.0 + 101.0 + 101.1 + 141.8 + 101.8 + 101.7 + 101.7 + 101.8 + 10)1.9 + 101.9 F � fV 3 <wm`z
<br /> + 99.1 + 100.5
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<br /> AREA AROUND PIPELINE TO BE PROTECTED - in
<br /> BUILD LEVEE AT 2: 1 SLOPE AWAY FORM PIPELINE oon IR
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<br /> V 13- 13 SEG]-! D 'V � � c,r-
<br /> 200'
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<br /> �$'1 + 10a.7 103 107 11i 119 , 127 + 101.8
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<br /> + 101.2 + 141.4 + i b1.6 + 101.7 + 1 a1.8 + 101.9 - _ + 102.1 - + 102.1 - + 1 p2.2 } 142.2 + 1 a2.3 -- , ! j
<br /> 00. + 100.6 + 7 aQ•� + 1DD.l + 1 Oa.6 + 'i 00"o + )00.6 + i 00. + 00.G + 10Q_4, . + 100.� � '� m q qq Z Z5�T a
<br /> 103 �oa.9 c1a.r c �. c '1.Q c 1.1 c 1.2 c '1.3 c'1.5 C '1.� G ' i -6 C I .G C. 1. 3 oo 1
<br /> + 101.2 - -. a,8
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<br /> SAM F. BOLOGNA
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<br /> 102 �. 106 110 118 126 134 142 150 158 166 174 w CC O V
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<br /> 141.9 + 101.9 � F`�7 u1n ` b N
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<br /> t.8 32 38 101 105 109 117 125 133 141 149 157 165 173
<br /> + 98.7 ? 99.31 + 100.8 + 100.8 + 100,7 + 100.8 + 100.9 + 101.0 + 101.0 + 101.1 + 101.2 + 1 a1.3 + 101.5 + 101.7 101.9 1X71.7 + 101.7 V) *�
<br /> W + 100.6 + 100.: + OQ. + 10d.� + 10C.+ + 100.4% + 100. + 1 DO. -4- 1 QO_'.: + 100.x: + i do.,, + 100. + 100.u.
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<br /> Q 12 99.3 + 100.6 + 100.6 L + 100.5 + 140 39 39 35 300.5 + 99.9 F W- GRADE = 100.G 0) U
<br /> BENCH MARK 10a Oa -� ; existing shed to
<br /> spike in ower SEs- �i ,, _: r�._ .a 9 c�
<br /> P P _. - be re€Dcated 0 � f l N
<br /> ole - 156 164 172 1180 180 f
<br /> P 1 17 31 29 37 116 116 124 132 140 148 Q
<br /> + 99.1 99.38 + 100.3 + 100.3 --- + 99.9 + 101.2 + 101.2 + 101.2 + 101.3 + 101.4 + 101.5 + 101.6 + 101.7 + 101.8 1141.7 + 101.7 -__ Q �
<br /> + 101.7 y ` r
<br /> �- i QO.Cr + i Od.Co + 1 b0.. + 1 O[7.c� + 100.,. + 1 D0. + 1 pd.N 100. + i 00.
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<br /> ZO y`�y� mow
<br /> SEC Tla�! 99.s 37 1 cL Tim�: ,� C U aar' r"�I. 451 ,.ria �'EC 7, L�
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<br /> + 99.6 /�
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<br /> 131 139 147 155 163 171 179 179 2 p' �,.
<br /> l 8 25 23 � -- + 99.0
<br /> + 99.67 + 99.3 + 99.3 f 115 115 123 0 L I r
<br /> + 99.1 D + 141.4 + 101.4 + 101.1 + 101.2 + 101.4 + 101.5 + 101.5 + 101.7 + 101.9
<br /> i�d1.9 +• T01.7 r r1 � (/} ,Y,�,V n �y++,, �...
<br /> + 99.6 + 100. ^ U J X z a
<br /> + 99.4 + i OO.G + 14o. + 100.�, + 100. + 100.y + 100.i + 100.L; + i 00.
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<br /> + 99.9
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<br /> ' + iai.1 _._.___ + s8.5 + 99.5 _.__-----� --- --___ -______� - ---_-__-_---- --- -- - 892.1 ---.�T_----_ -----�-------- _-_---------___-_.__. �a n�-� a,_ �zx-
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<br /> + 99.5 108
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<br /> + 99.2 - - - .___. _� _ ..- 114.E + 100. + 10a.8 + 101.2 + 101.8 + 102.2 + 102.2 + 102.3 + 102.3 + 102.3
<br /> ZZ:_
<br /> 400' ua
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<br /> SEC riolv. 'Q �1- � Gt.
<br /> 113 113 121 129 137 145 153 161 169 178 178 d
<br /> } 98.5 + 99.3 f 99.5 +" 9$•5 + 98.5 + 100.2 + 101.6 + 102.2 + 102.4 + 101.9 + 1x1.8 + 101.8 + 101.9 + 101.9 ++
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<br /> Ar//LD /�l/ev S'W1vE tEY�E EXISTING PROFILE SECTION A-A -- 7
<br /> W/Tfl S'IPC SGUPES 1-dtlO/. 1 4 U 2 u `n
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<br /> ALONG /.W0,VTAGE dl= 67 141E AdG .. m 105 a �1
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<br /> 95 Z 0
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<br /> WATER TABLE -_ FINISH GRADE -- - -- R
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<br /> GENERAL NOTES S E C T 0 N A - A , ) ' �, _ 1 ; a � o � o Z
<br /> 1` THE AVERAGE EXISTING SITE ELEVATION IS 10. . 4 � Q � rl � ) �?-
<br /> 2 THE AVERAGE SURROUNDING ELEVATION IS 100 . q
<br /> 3 THE AVERAGE PROPOSED SITE ELEVATION IS 100 .�i
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<br /> 4' THE PROJECT SITE IS 14 . 5± ACRES o N 5
<br /> 5 THE GRADING SITE IS NOT SUBJECT TO THE IE70 YEAR FLOOD. �, .Q o Q
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<br /> 4.
<br /> CS .2 ¢ n1ni
<br /> 6 .ONE STRUCTURE IS TO BE RE LOCATED OR ADJUSTED AS NOTED ON PLAN." �
<br /> 7 THE OWNER AND CONTRACTOR SHALL, CONFORM "F'O ALL REQUIREMENTS OF v u w
<br /> e ui
<br /> THE CONDITIONS OF APPROVAL.
<br /> 8 THE OWNER AND CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN I �
<br /> W64
<br /> COUNTY ENVIRONMENTAL IiEALTH EXCAVATION CONDITIONS, `, � � __��__ t
<br /> 9 IT: 1 S TIxE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION: OF � �-- I 5� ' ' f�_ _ - � � 0 �`
<br /> ALL LFN'DERGROUND UTILIZ I_,S . EXCAVATION SHALL NOT BEGIN UNTII:`•ALI. f 4"� -+ � �' w
<br /> UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN rr � � ! � (�
<br /> (OPPORTUNITY TO MARK THEIR RESPECTIVE UNDF,RGROUND UTILITIES IN . 'S' - W ��
<br /> THE FIELD; CALL USA PRIOR TO DIGGING AT 1 - 800 642-2444 19 c= W
<br /> D j N0
<br /> EXCAVATION IS T4 BE PERFORMED WITHIN 5 FEET OF THE SS,7ID �o � 3 ' f S`-Pi' . `� I T .- std J
<br /> k:-PIPELINES . - 3" S S►��ty 3�NS ��E ` 4 ,.J
<br /> 1 `NO HEAVY EQUIPMENT SHALL TRAVEL; OVER ANY SSJID PIPELINE - � r
<br /> .WITHOUT PROPER BRIDGING AS APPROVED BY SS - ' � --- s��-•�. e-1W --�� - rad' bJ�O(a
<br /> SSJID .-
<br /> 2.:NO SOIL 4R OTHER DEBRIS SHALL, BE STOCKPILED OR PLACED OVER: ANY NEW C IZAPe New (g' c, � �� O
<br /> � o T Q
<br /> ;SSJID PIPELINE OR WITHIN THE EASEMENT Cis SAID. f3ETA(C p- D D T /C E-6 TA lL C� - G * N&SM Z
<br /> z3 SSJID SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 4S HOURS,"L 14 4 0
<br /> ' PRIOR TO COMMENCEMENT OF WORK . � � � SOF CA �
<br /> 14 THE CONTRACTOR SHALL ASSUME S01.E AND COMPLETE RESPONSIBILITY THE PROPERTY WILL BE GRADED DURING �'l)L Y /AND. A Ui�O`"�' `
<br /> FOR JOBSITE CONDITIONS THROUGHOUT THE COURSE OF THE PROJECT "
<br /> EXCESS SOIL WILL BE STOCKPILED NEAR THE NORTH PROPERTY LINE �
<br /> 'INCLUDING SAFETY OF ALI, PERSONS AND PROPERTY AND COMPLIANCE-.
<br /> AND RESPREAD OR REMOVED AS NECESSARY. Z
<br /> .WITH ALL HEALTH REQUIREMENTS .
<br /> THIS CONDITION SHALL APPLY
<br /> x„ �.
<br /> EXCESS MATERIAL WILL BE STOCKPILED UNTIL REMOVED
<br /> CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS . THE A 2: 1 SLOPE WILL BE MAINTAINED ALONG OLIVE AVENUE.
<br /> CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER ANTS ".THE --
<br /> ENGINEER FROM ANY AND ALL LIAPILITY REAL OR ALLEGED IN m k ,._ -�-- ' -r- w , -__� EXISTING GROUND AT THE PROPERTY LINE WILL .REMAIN UNCHANGED-
<br /> -ENGINEERe x - N�`y 14 - WHERE NECESSARY, LEVEE'S ALONG STREET AND PROPERTY LINE SHALL BE 2: 1 SLOPE .
<br /> COIINCTICN WITH THE PERFORMANCE OF ' WORK ON THIS PROJECT, ,.. DUST CONTROL MEASURES SHALL BE EMPLOYED DURING GRADING WHEN NECESSARY.
<br /> f EXCEPT FOR LIABILITY ARISING FROM THE St�L.E NEGLIGENCE OF THE. � ""` � �. .� � --- --- --- � ;:od�sT���T � �����
<br /> OWNER OR ENGINEER. EXISTING IRRIGATION FACILITIES ARE TO REMAIN AND SHALL BE
<br /> DATE
<br /> 15 THE OWNER AGREES THAT THE EXI`y:TING PIPEI.,INES DO NOT �� Sj7NG 4i"aMiD eo PROTECTED DURING GRADING OPERATIONS
<br /> PRESENTLY LEAK AND AGREES TEIIt'[' ANY DAMArE RESULTING FROM THIS THIS GRADING IS INTENDED TO ENHANCE AGRICULTURAL POTENTIAL OF THE PROPERTY SCALE _
<br /> ,- �,F j t - (� AS OUTLINED IN CHAPTER 12, SECTION 9-2220 SAN JOAQUIN COUNTY ORDINANCE .
<br /> PROJECT WILL BE REPAIRED AT OWNERS
<br /> EXPENSE L.�'
<br /> DUST c F/ISI. DRAWN
<br /> ;6 ;'THE CONTRACTOR SHALL EMPLOY DUST CONTROL MEASURES ON SITE
<br /> 5 :- DURING WORKING HOURS AS NECE;_=SAE<Y. I t!' r/r 5� 11� _ � 4
<br /> APPROVED BY S.S.J.�.D. JOS
<br /> 9 17 •'THE QUANTITIES SHOWN ARE APPR' XIMATE AND FOR PURPOSES OF THIS
<br /> _.._ �4 �= j' E 7 H
<br /> 8 PERMIT ONLY. THr CONTRACTOR AND/OR OWNF.-,R HALL NOT USE THIS P � � SHEET
<br /> . GRADING PERMIT AS A BASIS OF PAYMENT OF EXCAVATED MATERIAL �
<br /> 18 LAND OWNER SHALL TAKE SUCH S�EPS AS REQUIRED TO PREVENT )67AIL
<br /> . T T ` -
<br /> < gO JOT'OF BANKS ADJACENT TO ;:1._7J D .FACIi.lTIES INVOLVED IN THIS /4�'G.
<br /> F_ OF SHEETS
<br /> a
<br /> 0
<br /> ETOCKORAFTING FORM NO.101•54
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