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HP4, EP <br />�' 4' <br />o HL <br />12' <br />THRU <br />LANE <br />CONTROL <br />CONTROL LINE CONTROL <br />LINE ' LINE <br />36' LEFT j CARIES 8 RIGHT <br />I I II I <br />RECORD DRAWINGS CONTROL <br />LINE <br />The information contained on these plans is based upon the "as -built" information <br />EP HP <br />4' 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 />H 4 EP 18 18 EP, 4 HP <br />—a <br />P.E. C44665 Date (r044665 <br />< e <br />0-16' 12' 0-16' 12' 12' 4' 4' Kevin C. Carter, do. C aassb <br />Kerry Engineering and Surveying, Inc. :,.._. <br />PAINTED THRU PAINTED THRU THRU SHL0 Y oma. <br />CIVIV <br />ISLAND LANE ISLAND LANE LANE N r9'C OF Cp��F°P� <br />PROFILE PROFILE PROFILE 11't <br />GRADE GRADE <br />EFT GRADE RIGHT <br />2X L7. <br />2:1 OR FLATTER ~— 2:1 OR FLATTER <br />0.5' SHOULDER I SAWCUT 0.65' AC STA. 52 TO 53+50 <br />BACKING i LINE 0.55' AC (STA. 63+40 TO 71+50) <br />STA. 52 TO 53+50 STA. 63+40 TO 71+50 NOTE: <br />0.65' AC 10.55' 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 />HP4, EP <br />1. 4' 12' <br />SHLO THRU <br />N LANE <br />2:1 OR FLATTER � <br />0.5' SHOULDER <br />HPEP <br />4, 30' <br />2:1 OR FLATTER � <br />0.5' SHOULDER <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 />36' LEFT 8' 8' RIGHT 36' EP4, HP <br />0-16' <br />PAINTED <br />ISLAND <br />12' <br />THRU <br />LANE <br />PROFILE - <br />GRADE <br />1 MIN. I <br />MIN.I <br />3' <br />3' <br />4' <br />VARIES <br />0 <br />0 <br />N <br />rn I <br />12' <br />THRU <br />LANE <br />12' <br />THRU <br />LANE <br />�— I <br />PROFILE <br />GRADE <br />11't <br />0.15' AC <br />0.65' AC 1' 1 2:1 OR FLATTER <br />.95' AB <br />1 1; <br />1.55' AS 0.65' AC <br />SAWCUT <br />TI=12 LINE <br />R=5 EXISITNG 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 VARIES LINE <br />LEFT RIGHT <br />I I <br />4 4' 12' 12' 3' VA <br />SHLO THRU THRU o ME <br />N LANE LANE N <br />PROFILE <br />l % GRADE <br />0.65' AC <br />0.95 AB <br />1.55' AS <br />I <br />3' , 12' <br />o THRU <br />N LANE <br />I <br />12' <br />TURN <br />LANE <br />58' <br />0-30 <br />STRIPED ISLAND <br />(LOCATION do WIDTH VARIES) <br />TC <br />11't <br />5' CF. <br />PROFILE <br />GRADE <br />1:1 <br />--------- -- <br />0.65' AC SAWCUT <br />MIN. OVERLAY 0.5' PCC <br />EXISTING ROA2 T1=12 0.25' AB <br />SECTION R=5 <br />PATTERSON PASS ROAD STA. 58+00 TO 63+40 <br />NOT TO SCALE <br />R/W <br />13' <br />GRADED <br />AREA <br />0.35 PC <br />0.25' AB <br />PUE <br />HP <br />2:1 OR FLATTER <br />CURB, GUTTER do SIDEWALK PER <br />SJC STD. PLAN NO. B-6 <br />2:1 OR FLATTER N 2:1 OR FLATTER <br />- <br />0.55' AC J <br />1 MIN OVERLAY <br />0.5' SHOULDER SAWCUT <br />BACKING LINE <br />0.55' AC EXISTING ROAD <br />0.90' AB T1=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 />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 />6. RAB =78 RAS =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 />PI <br />CONTROL <br />LINE <br />HP4, EP <br />I <br />VARIES <br />PROFILE <br />GRADE <br />2:1 OR FLATTER <br />16' <br />4' <br />4' <br />6' 12' <br />12' 6' <br />4' <br />VARIES <br />11 <br />Y <br />SHLD THRU <br />THRU SHLLlcmj <br />PROFILE <br />GRADE <br />LANE <br />LANE <br />2:1 OR FLATTER N 2:1 OR FLATTER <br />- <br />0.55' AC J <br />1 MIN OVERLAY <br />0.5' SHOULDER SAWCUT <br />BACKING LINE <br />0.55' AC EXISTING ROAD <br />0.90' AB T1=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 />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 />6. RAB =78 RAS =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 />PI <br />CONTROL <br />LINE <br />HP4, EP <br />I <br />VARIES <br />PROFILE <br />GRADE <br />2:1 OR FLATTER <br />16' <br />4' <br />4' <br />12' <br />_j <br />HL <br />THRU <br />LANE <br />16' EP , HP <br />4 L <br />12' 4' 4' <br />THRU SHLI <br />LANE N <br />2:1 OR FLATTER <br />0.55' AC <br />0.5' SHOULDER 0.90' AB <br />BACKING 1.40' AS <br />TI=11 <br />R=5 <br />PATTERSON PASS ROAD STA.85+50 TO STA. 115+00 <br />NOT TO SCALE <br />SEP 0 <br />W roZZ <br />� m O <br />6 6 <br />00 s <br />W W <br />0 <br />N N N W <br />< <br />U U 0r <br />Y Y Y m <br />z <br />z <br />W <br />J <br />N U <br />OCh <br />Y <br />U <br />\H .Y O 0 <br />c z �W <br />U <br />W <br />W <br />ZLJ 5 <br />Y <br />W O O <br />< v w x x z W <br />0v� ooc� an. <br />0 <br />a <br />M �U_l <br />-inM <br />in <br />aca,o <br />Y U n <br /><0_1 <br />U 0�a <br />z ,o <br />8�� <br />V aXo, <br />C < <U <br />U N <br />C � <br />M <br />boqL 04 <br />• (n f N <br />N <br />a N O <br />N <br />W W� <br />� Nt <br />CL <br />< r+M <br />CL 3rn0 <br />g �<N <br />U � <br />WOa^o <br />�0 <br />�O� <br />z <br />o � <br />I Ofz <br />N O <br />J <br />Q <br />F U <br />v <br />� t <br />Z O <br />O w <br />H <br />ca <br />W cc oc <br />0) 11L <br />O <br />V cc <br />W <br />H � <br />t � <br />M D <br />O <br />U <br />z <br />e� <br />FW CS <br />F Q <br />` O <br />z <br />N <br />