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DESIGN R.M.B. <br /> n PROFILE AND CROSS SECTION <br /> DRAWN <br /> C.C. <br /> I <br /> BUCKEYRANCIIRp <br /> X CHECK .M.B. <br /> Being a portion of section 4,5,8, & 9 Township 4 North, Range 6, East <br /> Mount Diabio Base and Meridian, San Joaquin County, California <br /> iZ <br /> a <br /> U <br /> w <br /> D <br /> Y <br /> r <br /> Z w <br /> Ln <br /> A � <br /> w <br /> SCALE 1" = 400' <br /> X <br /> y �. <br /> v xv X o � <br /> \ PQ QL\ <br /> A C:d > 0 <br /> U <br /> m <br /> o � <br /> EXISTING SECTION _ <br /> 17 100 YEAR FLOOD 29.5 Z <br /> 3w 30 <br /> 0 <br /> . . . . . _ <br /> F ._ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> HIGH WATER 25.0 H <br /> . SOIL .BORING . . . - 2:1 SLOPE (TYP.) . . . . . . . . . . . _ . . . . . _ . . . .. . . . . . . . . . . . ` J <br /> 20 LOCATION 62 - - Y NORMAL WATER 20.Q <br /> 20 <br /> NORMAL WATER 18.0 _ ._. .. SOIL BORING <br /> ter....—_—,.—...._..r <br /> 1 .. . LOCATION. B3 . LOW WATER •15x0 . . . . . . . . SOIL BORING . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . w z <br /> _ _ .:-.. SOIL BORING r LOCATION B5 z o 0 <br /> ';,.. . . . . . . /��l/\. LOCATION 'B4 <br /> . . . . . . . . . . . . . . . 1` /- ` -, .k /��/\� . . . - - - . . . . . . . . . . . . . . . . . . . . O U o <br /> % <br /> op <br /> 10 f\ 10 F_4 U o <br /> x \ ".K <br /> X�X,4.h;^ \ \! �� X ;; I 'L { X. ` �, / { r <br /> x: <br /> -N N / `. '' y .?� l� } n.• <br /> op <br /> / . / \ /. �: �- . l : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO <br /> / / . . . . . . . . . . . . . I <br /> �-10 -10 � a <br /> . ENCOUNTER. GROUND . . . . . . . .. . . . . . . . o <br /> WATER 6,--14--90 . . . . . . . . . . . . <br /> . .. C7 <br /> -20 <br /> z 4-1o <br /> Q Y <br /> SECTION A - A 00:� 4-j <br /> SCALE: HORIZONTAL 1" = 400' 0- m <br /> VERTICAL 1" = 10' ❑_ <br /> OQgpFES3/0* LLJ 0 <br /> — ------ - -- ----- - -_-- - - --_ _- - - _ - --- -'--- -�.-- -- 30 - 100 YEAR FLOOD 29.5 EXISTING SECTION 30 �`��' 'jj sem! , W U a) <br /> GENERAL NOTES <br /> LEGEND—­­­­___ w <br /> cc <br /> ....... -- _ - __- _�_ - --- —-_.._._.__._.._. - ass ,.,, — <br /> � HIGH- WATER 2.5.0• •� � Expo 139 X) <br /> Cf 1 — 0 <br /> I 14ATURE OF THE VEGETATIVE MATERIAL IS TO 0 Q L <br /> 1_ THE CONTRACTOR SHOULD BE AWARE OF THE SENSITIVE 4. PRIOR TO EXCAVATION ALL SOIL CONTAINING EGETA�T E MA i 20 - NORMAL W,4TE 20.0 20 m <br /> NATURAL ENVIRONMENT SURROUNDING THE PROJECT SITE AND MAKE EVERY BE REMOVED FROM THE EXCAVATION SITE TO A MINIIMUM DEPTH OF 6" AND �: U <br /> EFFORT TO AVOID UNNECESSARY IMPACTS. ALL NATURAL FEATURES OF STOCKPILED IN THE DESIGNATED LOCATION SHOWN ON THE PLAN. x.% <br /> AREA TO BE EXCAVATED LOW WA7E 15.Q <br /> THE PROPERTY INCLUDING WILDLIFE, TREES, SHRUBS, ETC. OUTSIDE OF f;x;> ( : <br /> THE VEHICLE ACCESS AREAS ARE TO BE PRESERVED AND PROTECTED AT ALL 5. EXCAVATION IS TO PROCEED FROM THE APPROXIMATE CENTER OF THE LAKE - . <br /> TIMES. BEDS OUTWARDS TOWARDS THE EDGES AND EXTREMITIES IN AN ORDERLY <br /> 2. STRICT CONTROL OF DUST BOTH ON AND OFF SITE IS TO BE MAINTAINED AT MANNER. i ENGINEERED FILL 1 Q 10 <br /> co <br /> ALL TIMES. 6. VEHICLE AND EQUIPMENT TRAVEL AND PARKING IS 70 BE STRICTLY LIMITED _ x <br /> �. , <br /> TO THE DESIGNATED ROADWAYS, STAGING AREAS, ANDD THE EXCAVATION > - - - - - -'- <br /> 3. INSTALLATION OF THE 24" CULVERT AND CONSTRUCTION OF THE ENGINEERED AREAS. ACCESS TO THE EXCAVATION AREAS SHALL BE LIMITED TO THOSE ;7 - . : ,/�,"•� xy'.�\y\�X DATE <br /> FILL EMBANKMENT ACROSS THE WESTERN END OF THE MAIN BODY OF THE POINTS SHOWN ON THE PLAN, AT NO TIME SHALL J�NY CROSS-COUNTRY SILTY SAND, SAND SILT MIXTURE �' s' ';� X, ' T�� 8-29-90 <br /> LAKE ARE TO PRECEDE EXPORTATION OF EXCAVATED MATERIAL. TRAVEL BE PERMITTED OUTSIDE OF THE EXCAVAT€ONI AREAS. n < <br /> INSTALLATION OF THE CULVERT SHOWN ON THE PLAN MUST PRECEDE , .i �'_; : . 0 O roe NUMBER <br /> CONSTRUCTION OF THE EMBANKMENT. FOLLOWING INSTALLATION OF THE 7. IMMEDIATELY FOLLOWING EXCAVATION ALL EXPOSED SIDE SLOPES AND CUT INORGANIC SILTS AND VERY FINE SANDS, 1054-007 <br /> CULVERT AND COMPACTING OF THE BACK FILL MATERIAL TO 95% RELATIVE BANKS ARE TO BE GROOMED TO A 2:1 SLOPE AND, HYDRO-MULCHED WITH A / ROCK FLOUR, SILTY OR CLAYEY FINE . . - <br /> COMPACTION ALL SOIL CONTAINING VEGETATIVE MATERIAL IS TO BE NATIVE PLANT MIX TO BE SPECIFIED BY THE ENVIRONMENTAL CONSULTANT. \�\\/ SANDS LO CLAYEY SILTS WITH SLIGHT ' ' . scams <br /> REMOVED TO A MINIMUM DEPTH OF 6" FROM THE EMBANKMENT SIVE. THE PLASTICITY. <br /> EXPOSED NATIVE SOIL IS TO BE SCARIFIED TO A DEPTH OF 6" AND 8. THE EXCAVATED LAKE BEDS ARE TO BE COMPACTED TO 95 % RELATIVE 1 ,=400, <br /> COMPACTED TO 95% RELATIVE COMPACTION. ENGINEERED FILL CONSISTING COMPACTION TO A DEPTH OF 18" AND GRADED TO DRAIN AS SHOWN ON THE -10 -10 <br /> OF NATIVE SAND, SILT OR CLAY THOROUGHLY MIXED WITH SAND OR SILT IS PLAN. --�- - �- <br /> TO BE PLACED IN 6" LIFTS AND COMPACTED TO 95% RELATIVE COMPACTION SHEET NUMBER <br /> TO OBTAIN THE FINISHED GRADE ELEVATION AND SLOPES SHOWN ON THE <br /> PLAN. THE FINISHED SIDE SLOPES ARE TO BE GROOMED AND <br /> HYDRO-MULCHED WITH A NATIVE PLANT MIX TO BE SPECIFIED BY THE S E C T 10" N B - B 1 <br /> ENVIRONMENTAL CONSULTANT. IT IS INTENDED THAT EVERY LOAD OF SCALE: HORIZONTAL 1" = 400' °F 4 <br /> MATERIAL EXPORTED FROM THE SITE BE HAULED ACROSS THE EMBANKMENT INVERTICAL 1" NUMBER <br /> = 6' <br /> VARYING PATHS TO FURTHER AID COMPACTION. FILE <br /> E--1530 <br />