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CONTROL <br />LINE ULTIMATE 62'R/W 1 /2 WIDTH <br />R/W EP EP EP TC R/W PUE <br />VARIES .1 4' A *30' TYPICAL 66' *46' TYPICAL 10' 10' <br />VARIES VARIES <br />* VARIES <br />5'+ 4' , 4' 12' 12' �'11 12' ,2'� 12' 12' 12' 11 6' /21, 7' 13, , <br />, , , <br />o SHL THRU THRU o MEDIAN o THRU THRU THRU SHLD 0:J GRADED <br />N LANE LANE N N LANE LANE LANE 3 AREA <br />Ck: <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 />G s/ W <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. J-fir <br />4rf OF CA\\fob i <br />PROFILE 11't in <br />GRADE <br />2:1 OR FLATTER i 2%2x r 1 I 2:1 OR FLATTER <br />�! Ir -7---- ` -- — <br />EXISTING GROUND <br />1SAWCUT <br />�>�oEv � ' <br />C�jrVG,eETE � 0.25' <br />FL DITCH =AC '����+' �s�.�wv LINE <br />0.95' AB 0.65' OVERLAY 4 5' PCC <br />0.5' SHOULDER 1.55' AS i 21' WIDE 0.25' AB <br />EXISTING ROAD (MINIMUM) <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 />HP , EP <br />/4J <br />2:1 OR FLATTER <br />0.5' SHOULDER <br />BACKING <br />CONTROL <br />LINE <br />24' <br />12' , 16' <br />THRU TURN <br />LANE LANE <br />PROFILE <br />2% GRADE <br />SCHULTE RD. STA.11 +00 TO STA.51 +50 <br />NOT TO SCALE <br />12 <br />® <br />2. <br />RAR AS=50 <br />24' <br />EP 4, HP <br />R TYPICAL SECTION FOR <br />STA. 51+50 TO 53+00 <br />4. <br />RIGHT OF WAY IS 50+ OUT SIDE TOE OR TOP <br />12 <br />4 4* <br />OF SLOPE. <br />THRU <br />SHL Y o <br />LANE <br />5. <br />ULITIMATE RIGHT OF WAY IS 62' EACH SIDE <br />OF CONTROL LINE, PLUS SLOPE AREA AS <br />l <br />2% <br />DICTATED BT FUTURE DESIGN. <br />_ 2:1 OR FLATTER <br />6. <br />SLOPES ON SITE FRONTAGE WILL BE ELIMINATED <br />BY ON SITE GRADING. <br />0.65' <br />AC <br />7. <br />SEE PLAN VIEW FOR TURN POCKET LOCATIONS. <br />.95' <br />AB <br />1.55' <br />AS <br />8. <br />STA. 53+50 TO STA. 63+30 IS A TRANSITION. SECTION <br />VARIES BETWEEN SECTIONS SHOWN. <br />SCHULTE RD. AT STA.53+00 <br />NOT TO SCALE <br />CONTROL <br />LINE <br />H 4, EP 16' 28' EP4, HP <br />elf/ ; <br />VARIES <br />k, 4' ; 4' 12' 12' 12' 4' ; 4' <br />PROFILE i x 0 SHL THRU THRU RIGHT SHL X o <br />GRADE N LANE LANE TURN 3i <br />LANE <br />2:1 OR FLATTER ll j <br />I <br />0.5' SHOULDER <br />BACKING <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 />2:1 OR FLATTER <br />CONTROL <br />LINE <br />HP4, EP 40, <br />(VARIES 30'-40') <br />0.5' SHOULDER <br />BACKING 0.65' AC <br />0.95' AB <br />1.55' AS <br />VARIES 1 <br />4' 4' t 12' 8' J <br />i SHL THRU MEDIAN* <br />3j LANE <br />ROFILE �� <br />27L <br />GRADE -- 2X <br />II <br />12' <br />THRU <br />LANE <br />* MEDIAN WIDTH VARIES 0-16 FT. <br />SCHULTE RD. AT STA.58+00 <br />NOT TO SCALE <br />EP4, HP <br />4' 4' <br />01 <br />SHLD <br />� N <br />OF CAL',; <br />2:1 OR FLATTER <br />Ate it 0 <br />� <br />m <br />Z <br />� <br />O <br />U <br />O <br />N <br />W <br />W <br />N <br />At <br />om�o <br />U <br />U <br />U <br />m <br />Y <br />Y <br />Y <br />®< Z <br />W <br />J <br />V' U <br />IA 0 <br />Z W z� W W <br />< !7S < W O O <br />ovvi oaU as <br />t <br />�n <br />A ^o <br />Y U n <br />; <br />V ova <br />Z <br />i�LLJro <br />a. <br />Q U v <br />w UN <br />a 0 <br />3 <br />N 0 N <br />'N <br />NN <br />W <br />0 ,.pv <br />a <br />Ln <br />��� <br />a 3�0 <br />g 040 Go <br />U <br />0>1 <br />Z v <br />i U%Z <br />z <br />« Cif <br />0 <br />73 <br />J <br />Q <br />0 <br />Z � <br />O <br />W � <br />� W <br />IL t� _ <br />x d <br />H <br />z <br />0 <br />Z <br />o <br />Q <br />F <br />0 <br />IL <br />z <br />a <br />V) <br />Uj <br />W <br />W <br />N <br />a} <br />W <br />M <br />W <br />i <br />0 <br />U <br />� <br />3 <br />