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RECORD DRAWINGS <br />The information contained on these° plans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <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 />Z_ <br />Kevin C. Carter, P.E. C44665 Date a` V <br />X <br />Kerry Engineering and Surveying, Inc. L <br />7t�8 I rrr HP49 EP <br />22' <br />CONTROL <br />LINE <br />22' <br />EP AP <br />4 <br />HP 4' EP 16' <br />CONTROL <br />LINE <br />16' EP 49 HP <br />J <br />4' ; 4' 12' 10, 12' �, 12' / 4' 40, J 4' r 4' 12' , 12' J 4' / 4' <br />0 SHLO THRU TURN THRU SHL Y 0 c SHLO THRU THRU SHLC Y <br />(ALANE LANE LANE N LANE LANE N <br />cr.I <br />` = <br />2.1 OR FLATTER 27G 2:1 OR FLATTER 2X <br />--, _ 2:1 OR FLR <br />ATTE <br />I \ <br />I <br />0.5' SHOULDER 0.55' AC 0.5' SHOULDER 0.55' AC <br />BACKING 0.85' AB BACKING 0.85' AB <br />1.30' AS 1.30' AS <br />CONTROL <br />HIP EP 16' LINE <br />/ 4' or 4' 12 0 <br />2' 1 ,, 120 <br />9 SHL� THRU <br />i[ LANE <br />2% <br />2:1 OR FLATTER <br />0.5' SHOULDER 0.55' AC <br />BACKING 0.85' AB <br />1.30' AS <br />HANSEN RD. STA.10+85 TO 16+00 <br />NOT TO SCALE <br />22' TC at PP <br />J J <br />,orJ�' <br />6' 2' 8' <br />J <br />SHLD cr. GRADED <br />AREA <br />8 <br />.�2� 2:1 <br />0.51AB <br />0.2 <br />HANSEN RD. STA.23+50 TO STA.44+10 <br />NOT TO SCALE <br />CHANNEL <br />30' <br />CURB do GUTTER PER SLC <br />STD. PLAN NO. B-6 <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 />R/W <br />i <br />15' �i� <br />2:1 / <br />eJ <br />EXISTING GROUND <br />HANSEN RD. STA.18+50 TO STA.22+00 <br />NOT TO SCALE <br />CONTROL <br />LINE <br />H EP 4' 7.5' J 7.5' 4, HP <br />le10, <br />cc3i <br />2:1 OR FLATTER <br />0.5' SHOULDER <br />BACKING <br />I <br />.-2=- �---IX <br />0.55' AC <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 24 ft <br />W <br />� <br />�22 <br />O <br />� <br />U <br />~ <br />� <br />`` <br />5 <br />W <br />N N <br />0 40 <br />N <br />b <br />O <br />Y Y <br />Y <br />N <br />m <br />®®az <br />J <br />y U <br />U <br />H <br />\ O Y y Y V f� <br />z W W 2 <br />t�iJ� W <br />r< us 0 3 <br />ov>ooU a a. <br />g <br />A Cr0!o <br />YUr` <br /><O, <br />V 0 <br />Cv <br />c) < <br />a by <br />04 <br />N <br />'N <br />NN <br />W <br />e •v <br />�s <br />a <br />W) <br /><a� <br />g <br />0 <br />z <br />a <br />0 <br />0 <br />73 <br />Q <br />U <br />0 <br />V O <br />W Z <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 N% <br />z <br />U <br />