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H <br />Of Fr <br />a CL 5, <br />20' 20' <br />2'8f__12 9 6' <br />r2.0% 2.0% <br />2:1 <br />MAX <br />- — — PRIME COAT <br />EX. GROUND <br />2" A.C. ON 6" A.B. ON <br />NATIVE SOILS COMPACTED <br />TO 95% R.C. <br />8" A.B. SHOULDER BACKING, <br />COMPACTED TO 95% R.C. BOTTC <br />12' <br />5' R/W OFFERED WITH <br />THIS SITE APPROVAL <br />PROJECT. <br />30' <br />PRIVATE STORM <br />DRAIN EASEMENT <br />4' <br />SADIE LANE <br />STA 12+50 TO 16+34 <br />NO SCALE <br />10' <br />BOTTOM <br />d <br />TRIPLE STRAND <br />BARBED WIRE, TYP. <br />— V — <br />�X. GROUND <br />CATCH POINT WITH <br />EX. GROUND <br />10' <br />TYP. <br />Z <br />O <br />Q <br />U <br />O <br />J <br />z <br />O <br />V) <br />CARTER ROAD <br />6" MIN. THICKNESS LAYER OF <br />1-1/2" TO 4" RIP-RAP/COBBLES <br />ON SIDES AND BOTTOM OF TRENCH <br />- — — FOR A MINIMUM OF 5' FROM ENDS. <br />BOTTOM ELEV. <br />CHECK DAM CONSISTING OF <br />UNDISTURBED NATIVE GROUND <br />WHERE SPECIFIED ON PLANS. <br />SECTION A -A <br />TYPICAL RETENTION SWALE SECTION <br />NO SCALE <br />ki <br />EX. R/W <br />150' <br />100' <br />EX. R/W-/ <br />* DIMENSIONS ARE <br />SYMETRICAL EACH LEG OF <br />CARTER ROAD INTERSECTION. <br />EX. R/W <br />SW -42 SIGN <br />CARTER ROAD <br />DML TOLL FREE <br />1-800-227-2600 <br />AT LEST TMO DAYS <br />BUM YOO OIG <br />LINDEN WUD 97N= AWff Oi NOMMIN CKFORM <br />_SEX. EDGE OF PAVEMENT <br />b DETAIL 22, 300' EACH <br />r� SIDE OF INTERSECTION <br />- - - <br />X. CARTER ROAD R/W CENTERLINE <br />Mb r= <br />EX. EDGE OF PAVEMENT <br />VARIES 23-28't <br />SEX. R/W <br />STREET NAME / R-1-1 STOP SIGN, <br />WITH STOP BAR AND PAVEMENT <br />MARKING PER CALTRANS AND <br />COUNTY STANDARDS. <br />- PROP. ROADWAY <br />CENTERLINE <br />100 L.F. - DETAIL 22 <br />INTERSECTION LAYOUT DETAIL <br />SCALE: 1"=30' <br />M Z Z z <br />F O O F <br />12" BERM SO AS TO SEGREGATE a a a a <br />R/W AND LOT DRAINAGE, WHERE _3 z J z o z z <br />SPECIFIED ON PLAN. ``' z -i z - w <br />---- TOE ----- TOE -- T O r F -----� OL O ----TOE-- TOE -----TOE <br />----TOP-----TOP-----T-- -TOP -m W�1� -� aW-----� d- aW ---- TOP- �--TOP -----TOP— <br />co <br />---- TOP ----- TOP- --- T --TOP- ----- -----TOP---- T P-----TOP----- <br />----TOP-- Yrnr- <br />-- TOP-- --T -T -----TOP- ---TOP - --TDP ----T Y <br />-----TOP- <br />CATCH LINE f <br />WITH EX. D / 7D <br />GROUND ?< 10' l?< <br />----TOE-------TOE-----T 2:1 . TYP. --TDE-- 2 TOET `OE -----1 <br />----TOE-----TO ----TOE-----T 2:1. -- —TOE-- —--- TOE -----7 <br />LXI'. A I v A 12, �I\ D/�N <br />- <br />� 1 <br />\i EDGE OF AB SHOULDER <br />TYPICAL RETENTION SWALE PLAN <br />SCALE: 1"=10' <br />LZ <br />po <br />M <br />M <br />�N O <br />QM O <br />U ^ � <br />Oj n O <br />75 00 <br />Y <br />cy) • <br />QN O <br />v O <br />fn XO -5 <br />u- c <br />(ocn <br />N <br />Go • <br />I <br />E,* <br />q co E <br />N N Q <br />O v <br />L•J <br />J <br />�.7 <br />SHEET <br />C3E . C+Ris�•. !� <br />ND. CSM <br />O 11 <br />JOB NO. <br />03133 <br />04 <br />w <br />LL <br />a <br />}V <br />F <br />Z) <br />Z <br />U <br />Z <br />N <br />Z <br />0 <br />U <br />N Z <br />w <br />A <br />LZ <br />po <br />M <br />M <br />�N O <br />QM O <br />U ^ � <br />Oj n O <br />75 00 <br />Y <br />cy) • <br />QN O <br />v O <br />fn XO -5 <br />u- c <br />(ocn <br />N <br />Go • <br />I <br />E,* <br />q co E <br />N N Q <br />O v <br />L•J <br />J <br />�.7 <br />SHEET <br />C3E . C+Ris�•. !� <br />ND. CSM <br />O 11 <br />JOB NO. <br />03133 <br />04 <br />w <br />LL <br />a <br />}V <br />F <br />Z) <br />Z <br />U <br />Z <br />N <br />