Laserfiche WebLink
2:1 OR FLATTER <br />IN <br />I <br />HANSEN RD. STA.10+85 TO 16+00 <br />NOT TO SCALE <br />CONTROL <br />HP.EP LINE TC <br />1. 4 1. 16 11 22 1. g, HP <br />11 <br />4' 12' IIoI, 12'f 6' 1,21, 8' <br />LSHLO THRU THRU SHLD cr. GRADED <br />LANE LANE AREA <br />1 20 8 <br />2% 1 1 2X 1 2% <br />4:5' <br />0.25 <br />0.85' AB <br />1.30' AS <br />HANSEN RD. STA.23+50 TO STA.44+10 <br />NOT TO SCALE <br />2:1 <br />CHANNEL <br />30' <br />CURB do GUTTER PER SLC l <br />STD. PLAN NO. B-6 1 <br />=78R <br />® <br />TYPICAL SECTIONS FOR <br />STA. 22+00 TO 23+50. <br />4. TYPICAL SECTIONS FOR STA. 16+00 TO 18+50 <br />AND STA. 44+10 TO 46+00 ARE TRANSITIONS <br />BETWEEN THOSE SECTIONS SHOWN. <br />5. SEE DETAIL SHEETS FOR FURTHER INFORMATION <br />ON CHANNEL SECTION. <br />6. RIGHT OF WAY IS TYPICALLY 5' OUTSIDE TOE <br />OR TOP OF SLOPE. <br />7. ULTIMATE RIGHT OF WAY WILL BE 30' EACH SIDE <br />OF CONTROL LINE PLUS SLOPES AS FUTURE <br />DE�1GNS DICTATE. <br />15' <br />R/W <br />RECORD DRAWINGS <br />do <br />do <br />do <br />The information contained on these 0. plans is based upon the "as -built' information <br />i <br />i <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />i <br />site. A post -construction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />` \ <br />(&% '` ,ti f � <br />CONTROL <br />CONTROL <br />Kevin C. Carter P.E. C44665 Date <br />h"9 <br />LINE <br />LINE <br />Kerry Engineering and Surveying, Inc. ; I <br />�� X1 Hp EP <br />EP HP <br />HP EP <br />4' <br />22' <br />22' <br />49 <br />40 <br />16 <br />16' <br />4- C I V I �yi�; <br />POF cAl,N,0 <br />do 4' 4' d L, <br />12' did, <br />12'dl, <br />12' <br />old, 4' 4'101 <br />4' 4' 1, <br />12' <br />12' <br />oHL <br />THRU <br />TURN <br />THRU <br />HL Y o <br />do <br />c L <br />THRU <br />THRU <br />9i <br />LANE <br />LANE <br />LANE <br />N <br />LANE <br />LANE <br />cr <br />I <br />2X <br />x <br />2X <br />~_ <br />�~ <br />2:1" OR FLATTER <br />`— <br />I <br />2:1 OR FLATTER <br />2:1 OR FLATTER <br />0.5' SHOULDER <br />0.55' AC <br />0.5' SHOULDER <br />I <br />0.55' AC <br />BACKING <br />0.85' AB <br />BACKING <br />0.85' AB <br />1.30' AS <br />1.30' AS <br />2:1 OR FLATTER <br />IN <br />I <br />HANSEN RD. STA.10+85 TO 16+00 <br />NOT TO SCALE <br />CONTROL <br />HP.EP LINE TC <br />1. 4 1. 16 11 22 1. g, HP <br />11 <br />4' 12' IIoI, 12'f 6' 1,21, 8' <br />LSHLO THRU THRU SHLD cr. GRADED <br />LANE LANE AREA <br />1 20 8 <br />2% 1 1 2X 1 2% <br />4:5' <br />0.25 <br />0.85' AB <br />1.30' AS <br />HANSEN RD. STA.23+50 TO STA.44+10 <br />NOT TO SCALE <br />2:1 <br />CHANNEL <br />30' <br />CURB do GUTTER PER SLC l <br />STD. PLAN NO. B-6 1 <br />=78R <br />® <br />TYPICAL SECTIONS FOR <br />STA. 22+00 TO 23+50. <br />4. TYPICAL SECTIONS FOR STA. 16+00 TO 18+50 <br />AND STA. 44+10 TO 46+00 ARE TRANSITIONS <br />BETWEEN THOSE SECTIONS SHOWN. <br />5. SEE DETAIL SHEETS FOR FURTHER INFORMATION <br />ON CHANNEL SECTION. <br />6. RIGHT OF WAY IS TYPICALLY 5' OUTSIDE TOE <br />OR TOP OF SLOPE. <br />7. ULTIMATE RIGHT OF WAY WILL BE 30' EACH SIDE <br />OF CONTROL LINE PLUS SLOPES AS FUTURE <br />DE�1GNS DICTATE. <br />15' <br />R/W <br />2:1 <br />of <br />do do od EXISTING GROUND <br />do <br />EP, HP <br />1, 4 1. <br />HANSEN RD. STA.18+50 TO STA.22+00 <br />NOT TO SCALE <br />CONTROL <br />LINE <br />HP,EP EP , HP <br />1. 4 1_ 7.5 �. 7.5 1. 4 1. <br />cc3i <br />2:1 OR FLATTER <br />0.55' A <br />0.85' AB <br />1.30' AS <br />2:1 OR FLATTER <br />2:1 OR FLATTER <br />HANSEN RD. AT STA.46+00 (CONFORM) <br />NOT TO SCALE <br />4P :-t ft <br />W N <br />tY 2 <br />� K O <br />Uo O``5 <br />~ W <br />58t� <br />N N N <br />OD OD b O <br />Y Y x m <br />O <br />J <br />Q U <br />U <br />H <br />O <br />in p <br />to Z W y�j W <br /><us<LW) 0 <br />< U W x <br />0 V) a <br />g <br />YUr` <br /><O� <br />V O Z ~ <br />to <br />Cv <br />L) < <br />a h to <br />in04 n <br />N <br />'N <br />C4 1 <br />NN <br />W <br />e •v <br />�s <br />CL <br />in <br /><a� <br />d ;ao <br />gCA <br />,0* ,O* <br />z <br />a <br />0 <br />0 <br />73 <br />Q <br />U <br />O <br />V O <br />W � <br />Z <br />W <br />IL <br />H � <br />z <br />0 <br />` - U <br />z <br />0 <br />a <br />�O <br />` z <br />a <br />V) <br />Q <br />U <br />W t0 N <br />� � N <br />W <br />z <br />U <br />do <br />do <br />do <br />do <br />i <br />i <br />i <br />2:1 <br />of <br />do do od EXISTING GROUND <br />do <br />EP, HP <br />1, 4 1. <br />HANSEN RD. STA.18+50 TO STA.22+00 <br />NOT TO SCALE <br />CONTROL <br />LINE <br />HP,EP EP , HP <br />1. 4 1_ 7.5 �. 7.5 1. 4 1. <br />cc3i <br />2:1 OR FLATTER <br />0.55' A <br />0.85' AB <br />1.30' AS <br />2:1 OR FLATTER <br />2:1 OR FLATTER <br />HANSEN RD. AT STA.46+00 (CONFORM) <br />NOT TO SCALE <br />4P :-t ft <br />W N <br />tY 2 <br />� K O <br />Uo O``5 <br />~ W <br />58t� <br />N N N <br />OD OD b O <br />Y Y x m <br />O <br />J <br />Q U <br />U <br />H <br />O <br />in p <br />to Z W y�j W <br /><us<LW) 0 <br />< U W x <br />0 V) a <br />g <br />YUr` <br /><O� <br />V O Z ~ <br />to <br />Cv <br />L) < <br />a h to <br />in04 n <br />N <br />'N <br />C4 1 <br />NN <br />W <br />e •v <br />�s <br />CL <br />in <br /><a� <br />d ;ao <br />gCA <br />,0* ,O* <br />z <br />a <br />0 <br />0 <br />73 <br />Q <br />U <br />O <br />V O <br />W � <br />Z <br />W <br />IL <br />H � <br />z <br />0 <br />` - U <br />z <br />0 <br />a <br />�O <br />` z <br />a <br />V) <br />Q <br />U <br />W t0 N <br />� � N <br />W <br />z <br />U <br />