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CONTROL RECORD DRAWINGS <br />CONTROL LINE CONTROL <br />LINE VA8' 8' LINE The information contained on these plans is based upon the "as -built" information <br />HP4, EP 36' LEFT RIES RIGHTEP4, HP 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 />I I I verified prior to undertaking any future work on this site. <br />CONTROL <br />LINE <br />,� HP , EP EP ,HP <br />G ° ° 4 18 1810, <br />4 <br />aR <br />0 0 0 0 Kevin C. Carter, P.E. C44665 Date ryo. 044665 <br />4 4 12 .0-16 12 0-16 12 12 4 4 <br />i ; , ,� ,+ � • ,! , • Kerry Engineering and Surveying, Inc. ' i r ..,. M. <br />Y o SHLD THRU PAINTED THRU PAINTED THRU THRU SHLI, <br />LANE ISLAND LANE ISLAND LANE LANE N <br />PROFILE PROFILE 11't <br />GRADE PROFILE GRADE <br />a _ 2% LEFT GRADE RIGHT <br />2:1 OR FLATTER <2:1 FLATTER <br />I lr <br />0.5' SHOULDER <br />SAWCUT 0.65' AC (STA. 52 TO 53+50) <br />BACKING I LINE <br />STA. 52 TO 53+501 STA. 63+40 TO 71+50 NOTE: 0.55' AC (STA. 63+40 TO 71+50) <br />0.65' AC j 0.55' AC MIN. OVERLAY <br />0.95' AB 10.90' AB STA. 63+40 TO 66+00 CROSS SLOPE EXISITNG ROAD SECTION <br />1.55' AS 1.40' AS IS STRAIGHT GRADE FROM C.L. LT. TO LOCATION & CROSS SLOPE VARIES <br />C.L. RT. SEE CROSS SECTIONS FOR DETAILS. <br />TI=12 TI=11 <br />R=5 R=5 <br />PATTERSON PASS ROAD STA. 52+00 TO 53+50 <br />AND STA. 63+40 TO 71 +50 (SEE NOTE 3) <br />NOT TO SCALE <br />CONTROL <br />CONTROL LINE CONTROL <br />LINE LINE <br />HP4, EP 36' LEFT 88' RIGHT 36' EP4, HP <br />10, <br />O ' <br />I MIN. I MIN.I <br />4' 4' 12' 0-16' 12' 3' 3 1 12' 12' 4' , 4' , <br />Y SHL� THRU PAINTED THRU THRU THRU SHLD <br />N LANE ISLAND LANE o LANE LANE 0 N <br />cr 0 <br />PROFILE N N <br />GRADE <br />11 _ 2% <br />2:1 OR FLATTE\ "— PROFILE <br />„ , GRADE <br />0.15' AC <br />0.5' SHOULDER ii f A <br />BACKING <br />0.65' AC 1' 1 - ' 2<1nR FLATTER <br />0.95' AB ----- ----� <br />1.55' AS 1. 0.65' AC <br />SAWCUT <br />TI=12 LINE <br />R=5 EXISTTNG ROAD SECTION <br />PATTERSON PASS ROAD STA. 53+50 TO 56+50 LOCATION do CROSS SLOPE VARIES <br />NOT TO SCALE <br />CONTROL <br />CONTROL LINE CONTROL <br />LINE I 8 LINE PUE <br />HP4, EP 30' LEFT VARIES RIGHT 58' TC R/W HP <br />Ile <br />I I I <br />4' ` 4' 12' 12' , 3' VARIES 3' * 12' 12' 0-30' 7' 13' , <br />, , , , <br />SHLO THRU THRU o ME IAN c THRU TURN STRIPED ISLAND Cr J GRADED <br />N LANE LANE N N LANE LANE (LOCATION do WIDTH VARIES) 3 AREA <br />2% GRADE E �I I I c� o_ <br />2:1 OR FLATTER/` y N <br />11't X <br />0.5' SHOULDER 0.15 C I <br />BACKING 0.65 AC PROFILE <br />0.95' AB 1:1 GRADE <br />1.55' AS , 2:1 OR FLATTER <br />-- - - - - - - - -- 10.35' PCC <br />_ 0.65' AC SAWCUT 0.25' AB <br />MIN. OVERLAY 0.5' PCB <br />EXISTING ROA2 TI=12 0.25' AB <br />SECTION R=5 <br />PATTERSON PASS ROAD STA. 58+00 TO 63+40 CURB, GUTTER do SIDEWALK PER <br />d SJC STD. PLAN NO. B-6 <br />NOT TO SCALE A 1 1 1 1 1 A i l l l l A- <br />�✓ <br />0 VIVIV <br />CA��F�P�\P VARIES <br />4' 6' 12' 12' / 6' ,, 4' <br />eY 0 SHLD THRU THRU SHLD Y 0 PROFILE <br />N LANE LANE N I GRADE <br />29_ _ --- --__-- - <br />2:1 OR FLATTER 2:1 OR FLATTER <br />— — — — — — — — — — — — — — - <br />0.55' AC <br />1 MIN OVERLAY <br />0.5' SHOULDER SAWCUT <br />BACKING LINE <br />0.55' AC EXISTING ROAD <br />0.90' AB TI=11 SECTION <br />1.40' AS R=5 <br />PATTERSON PASS ROAD STA.83+50 TO STA.85+50 <br />AND STA. 115+00 TO STA.131 +00 (SEE NOTE 5) <br />NOT TO SCALE <br />Zq <br />Gsa <br />NOTES: - <br />1. CONTROL LINE LEFT AND CONTROL LINE RIGHT APPLIES <br />FROM STA. 53+50 TO STA. 66+00 <br />2. SEE BRIDGE PLANS FOR TYPICAL SECTIONS FOR STATION 56+50 TO 58+00. <br />3. TYPICAL SECTION FOR STA. 71+50 TO 83+50 IS A TRANSITION FROM THOSE SHOWN. <br />4. RIGHT OF WAY IS TYPICALLY 5'+ OUTSIDE TOE OR TOP OF SLOPE. <br />5. STA. 131+00 TO STA. 136+50 ROAD IMPROVEMENTS ARE OVERLAY ONLY. <br />E D=50 <br />7. ULTIMATE RIGHT OF WAY IS 62' EACH SIDE OF CONTROL <br />LINE, PLUS SLOPES AS DETERMINED BY FUTURE DESIGNS <br />8. ULTIMATE RIGHT OF WAY TO BE DEDICATED FROM STA. 55+50 TO 69+00 <br />CONTROL <br />LINE <br />HP 4' EP 16' 16' EP4, HP <br />VARIES � <br />PROFILE X/ 4' ; 4' 12' 12' �, 4' , 4' ; <br />GRADE Y 0 SHL THRU THRU SHLC Y <br />LANE LANE N <br />_2% j 2% _ <br />2:1 OR FLATTER ,Ir, 2:1 OR FLATTER <br />i <br />0.5' SHOULDER 0.55' AC <br />BACKING 0.90' AB <br />1.40' AS <br />TI=11 <br />R=5 <br />PATTERSON PASS ROAD STA.85+50 TO STA. 115+00 <br />® NOT TO SCALE SEP 2 0 <br />J <br />U. 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