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2:1 OR FLATTER <br />SHC <br />;KING <br />R/W EP <br />VARIES 4' 1, <br />5'+ 4' 4' <br />HL <br />Ck: (n <br />*30' TYPICAL <br />VARIES <br />CONTROL <br />LINE <br />EP EP <br />12 12' L21 12' <br />THRU THRU o MEDIAN <br />LANE LANE IV,51 <br />ULTIMATE 620R/W 1/2 WIDTH <br />*46' TYPICAL <br />VARIES <br />* VARIES <br />i, 12' <br />THRU <br />LANE <br />11't <br />TC R/W PUE <br />11 10' 11 10' 11 <br />12' 12' 6' L.2t <br />7' 1, 13' <br />THRU THRU <br />SHLD <br />0: <br />GRADED <br />LANE LANE <br />J <br />AREA <br />z <br />3 <br />UU <br />125 <br />Q <br />0 <br />t � <br />IL <br />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 ftot completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. �+ - <br />Orf OF CAS\fob i <br />GRADE <br />,. <br />2:1 OR FLATTER 2x 2� 2:1 OR FLATTER <br />i r <br />EXISTING GROUND>,woEv <br />--- -------- <br />EXISTING <br />Cdl/G,eETE e.{e� 1' SAWCUT 0.25' <br />FL DITCH LINE <br />0.95' AB 0.65' OVERLAY <br />0.5' SHOULDER 1.55' AS 2V WIDE EXISTING ROAD (MINIMUM) 0.25' AB <br />BACKING SECTION CURB, GUTTER do SIDEWALK PER <br />SJC STD. PLAN NO. B-6 <br />NOTE: EXISTING ROAD SECTION NOT TO BE SALVAGED AT STA.46+50 TO STA.51+50 <br />SCHULTE RD. STA.11 +00 TO STA.51 +50 <br />NOT TO SCALE <br />NOTES: <br />CONTROL SC 12 CONTROL <br />HLINE EP HP ® 2. R 'o R AS HP4, EP 50 LINE <br />P , EP AB40' <br />4 24 24 4 R TYPICAL SECTION FOR (VARIES 30'-40') <br />STA. 51+50 TO 53+00 VARIES <br />4' 4' L, 12' 16' 12' 4' 4' 4. RIGHT OF WAY IS 5'+ OUT SIDE TOE OR TOP 4' 4' 12' 8' 12' <br />OF SLOPE. <br />Y oSHLC THRU TURN THRU HL Y o HL THRU MEDIAN* THRU <br />= LANE LANE LANE i 5. ULITIMATE RIGHT OF WAY IS 62' EACH SIDE LANE LANE <br />cr_ (n ROFILE N OF CONTROL LINE, PLUS SLOPE AREA AS/PROFILE �� <br />�_ GRADE �'ly DICTATED BT FUTURE DESIGN. 2� -GRADE --��- <br />2:1 OR FLATTER BY ON SITE GRADING. 2:1 OR FLATTER `-- - <br />6. SLOPES ON SITE FRONTAGE WILL BE ELIMINATED <br />i <br />.DER .65' AC 7. SEE PLAN VIEW FOR TURN POCKET LOCATIONS. 0.5' SHOULDER <br />0.95' AB BACKING 0.65' AC <br />8. STA. 53+50 TO STA. 63+30 IS A TRANSITION. SECTION 1.95 AB <br />1.55' AS VARIES BETWEEN SECTIONS SHOWN. 1.55' AS <br />SCHULTE RD. AT STA.53+00 <br />NOT TO SCALE <br />CONTROL <br />LINE <br />HP, 1. EP 16' <br />VARIES <br />4' 4' 12' . <br />PROFILE i x o HL THRU <br />GRADE LANE <br />N <br />-- - % <br />2:1 OR FLATTER <br />i <br />0.5' SHOULDER <br />28' EP , HP <br />1. 4 1- <br />12 # <br />_ <br />12' 12' 4' L 4' <br />THRU RIGHT SHLD <br />LANE TURN <br />LANE <br />SCHULTE RD. AT STA.63+30 <br />NOT TO SCALE <br />0.65' AC <br />0.95' AB <br />1.55' AS <br />2:1 OR FLATTER <br />* MEDIAN WIDTH VARIES 0-16 FT. <br />SCHULTE RD. AT STA.58+00 <br />NOT TO SCALE <br />EP4, HP <br />2:1 OR FLATTER <br />N <br />N <br />N <br />z <br />,i <br />0 <br />z <br />U <br />UU <br />125 <br />Q <br />0 <br />t � <br />IL <br />z <br />a <br />W <br />J <br />N U <br />zW z� W W 3� <br />< LA < w O O <br />cuvi 0aU as <br />t <br />�n <br />A <br />Y U n <br />V 0 o_ <br />z <br />�LLJ <br />rD <br />C � cr <br />S Q U <br />w UN <br />CD ur) <br />N * N <br />•N <br />C4 1 <br />N 04 <br />W �OD <br />0 •v <br />a <br />LnY <br /><Cnfn <br />a 3rno <br />8 U <br />W0 G <br />> <br />i .� <br />i z <br />z <br />« Qf <br />0 <br />L4- <br />73 <br />Q <br />V U <br />Z � <br />O <br />W cc <br />� W <br />IL <br />V = <br />d y <br />H <br />i } <br />z <br />,i <br />0 <br />z <br />Q <br />0 <br />t � <br />IL <br />z <br />a <br />W to <br />(V <br />W r7 <br />.. W <br />J <br />d a: <br />z c <br />U <br />A ;q <br />2 3 <br />