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Last modified
10/15/2024 11:35:19 AM
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10/15/2024 11:35:16 AM
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CONSTRUCTION NOTES <br />O1 ALL SIDE SLOPES SHALL BE 4:1 MAX. <br />OR AS SHOWN ON PLAN. <br />DAY LIGHT TO MATCH EXIST. GRADE. <br />OCONST. A 6' WIDE x 5' LONG ROCK PAD <br />ROCK SHALL BE LIGHT CLASS AS SPECIFIED <br />IN SECTION 72 OF CALTRANS STANDARD SPECIFICATIONS. <br />PLACEMENT SHALL BE METHOD B <br />OCONST. A 10' WIDE x 10' LONG ROCK PAD <br />ROCK SHALL BE LIGHT CLASS AS SPECIFIED <br />IN SECTION 72 OF CALTRANS STANDARD SPECIFICATIONS. <br />PLACEMENT SHALL BE METHOD B <br />O4 CONST. 6" CLASS II AGGREGATE BASE AND COMPACT TO <br />95% RELATIVE DENSITY. COAT CLASS II A.B. SURFACE <br />WITH AR -4000 ASPHALT EMULSION AT A RATE OF 0.33 <br />GALLONS PER SQUARE YARD OF SURFACE <br />R/W <br />LOT 10 <br />DAY LIGHT LINE(TYP.) 0� <br />�Y I •••••.N••••• •••••. .............•••• ••• •••••• •. <br />I `' <br />CHERRY GLEN COURT <br />SEE SHEET 3 <br />40, <br />DETENTION BASIN <br />It SERE GRADING SHEET 8 <br />R 4 <br />�--------------- <br />FLOW LINE 40' DRAINAGE <br />DIRECTION (TYP.) EASEMENT <br />DAY LIGHT LINE (TYP.) <br />LOT 11 <br />DITCH A <br />EXIST. <br />(L GRADELn <br />icII <br />� <br />01 <br />� <br />p1 <br />N <br />� <br />u <br />EXIST. <br />IC GRADE <br />m� <br />rn <br />Z <br />3 <br />Z <br />N <br />Y <br />W <br />a <br />U <br />Y I <br />E <br />{ <br />1 <br />1 <br />� <br />i <br />s a <br />100 <br />I <br />I <br />I <br />{ <br />FQ=9 .3L <br />V. <br />. 'T <br />R <br />90=s,. <br />s <br />_ .. <br />PLOP.; DITCH C GRADE <br />; <br />I <br />I <br />80 <br />u <br />2 <br />0 '. N <br />w� <br />o © <br />lz <br />V) <br />U <br />i <br />U <br />m Zm <br />C9 ;" w <br />p '.. <br />M� m <br />g <br />�- <br />M <br />h <br />• <br />9 <br />4 <br />O O <br />M � <br />C <br />1 <br />2 <br />O <br />r <br />..... <br />Z <br />w J, -- <br />x � <br />L± H DAY LIGHT LINE (TYP.) <br />cV) •�........... <br />LOT 1 <br />L • id <br />IY <br />i t-- 40' DRAINAGE ASEMENT <br />I 95 <br />LOT 14 A I I FLOW LINE <br />DIRECTION (TYP.) 1 I O <br />' I 40' DRAINAGE EASEMENT <br />PC = 10+18.87 <br />------- — — <br />_� <br />R.......... ................» i ........ l W <br />- <br />- - - - - - - - ------ ----- - -� i Z <br />a DAY LIGHT LINE (TYP.) <br />LOT 2 OFF STREET DITCH <br />SEE SHEET 4 <br />DITCH B <br />3 4 9 10 11 <br />W <br />C9 <br />Z o <br />0 <br />W _z <br />W EN <br />O <br />Z � ('0 � n <br />N <br />n N <br />W oC)v� <br />0 co <br />QY o (o <br />LLJ o � <br />w� Orn <br />gLn�to <br />mwa� <br />U <br />Of <br />0Z m <br />5Lu <br />ZJO od <br />LLJ V <br />m <br />oW5 H <br />tr v ui D <br />W z a <br />M <br />�W w Q <br />N`# O O <br />ofN <br />a <br />M <br />w <br />O <br />to <br />I - <br />w <br />w <br />z <br />w <br />O <br />J <br />Q <br />U <br />icII <br />u <br />m� <br />�eW <br />Z <br />3 <br />Z <br />N <br />Y <br />W <br />a <br />U <br />C9 <br />Z o <br />0 <br />W _z <br />W EN <br />O <br />Z � ('0 � n <br />N <br />n N <br />W oC)v� <br />0 co <br />QY o (o <br />LLJ o � <br />w� Orn <br />gLn�to <br />mwa� <br />U <br />Of <br />0Z m <br />5Lu <br />ZJO od <br />LLJ V <br />m <br />oW5 H <br />tr v ui D <br />W z a <br />M <br />�W w Q <br />N`# O O <br />ofN <br />a <br />M <br />w <br />O <br />to <br />I - <br />w <br />w <br />z <br />w <br />O <br />J <br />Q <br />U <br />
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