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NOTESi <br />OA 10- CURB TYPE TRANSITION, PAID SAME AS ADJACENT CURB. <br />© MATCH EXISTING <br />Q SEE INTERSECTION DETAIL SHEET NO. 150- 157 FOR DETAILED INFORMATION. <br />INDICATES DETAIL NUMBER SEE PEDESTRIAN CURB RAMP <br />DETAILS ON SHEET NO.163r173. <br />� 4 <br />+ <br />)100 <br />LEGEND <br />r <br />0 50f 100 <br />kut <br />@scaleIn feet <br />CE goo + GENERAL NOTES: <br />SEE SHEET 136 FOR GENERAL NOTES. <br />1 l ! T VI EX. R/W , <br />CONSTRUCTION LIMITS <br />21 9` <br />60 � � <br />EX. R/W <br />SZ OR 2 Cur D r <br />+� N1-36` 861 <br />OV\ -t + ` k - 36, 32' '-- - -J <br />Z 1 <br />of, <br />i. <br />+57.5 -1-1m <br />4.3 14' <br />12' 4600 <br />14` E �C <br />{ --� A <br />D _ 6� WALK O <br />1 EX. R/Wr7 <br />CONSTRUCTION LIMITS, 1 <br />EX. R/W <br />D-' L� <br />NSS 2()I0 \4 AO ANS <br />rL CS AH 112 <br />+ <br />CEB112B> <br />91 <br />vwg <br />8612 C&G- <br />r <br />� 1 <br />206g <br />Q <br />EX. R/W <br />1 <br />n <br />115 <br />3.0-- BITUMINOUS TRAIL <br />\` <br />SEE INSET B, PLAN SHEET NO.60 <br />-' <br />4" CONCRETE SIDEWALK <br />6612 C&G <br />SEE INSET C, PLAN SHEET NO.60 <br />COMMERCIAL CONCRETE DRIVEWAY APRON <br />' <br />SEE INSET G, PLAN SHEET NO.60 <br />BITUMINOUS DRIVEWAY <br />®COMMERCIAL <br />SEE INSET F, PLAN SHEET NO.60 <br />BITUMINOUS DRIVEWAY <br />®RESIDENTIAL <br />,SEE INSET E, PLAN SHEET NO. 60 <br />6" CONCRETE SIDEWALK <br />SEE DETAIL D, PLAN SHEET NO. 60 <br />r <br />0 50f 100 <br />kut <br />@scaleIn feet <br />CE goo + GENERAL NOTES: <br />SEE SHEET 136 FOR GENERAL NOTES. <br />1 l ! T VI EX. R/W , <br />CONSTRUCTION LIMITS <br />21 9` <br />60 � � <br />EX. R/W <br />SZ OR 2 Cur D r <br />+� N1-36` 861 <br />OV\ -t + ` k - 36, 32' '-- - -J <br />Z 1 <br />of, <br />i. <br />+57.5 -1-1m <br />4.3 14' <br />12' 4600 <br />14` E �C <br />{ --� A <br />D _ 6� WALK O <br />1 EX. R/Wr7 <br />CONSTRUCTION LIMITS, 1 <br />EX. R/W <br />D-' L� <br />NSS 2()I0 \4 AO ANS <br />rL CS AH 112 <br />+ <br />CEB112B> <br />91 <br />vwg <br />8612 C&G- <br />r <br />� 1 <br />206g <br />Q <br />EX. R/W <br />1 <br />n <br />115 <br />!� O <br />.E. <br />\` <br />1 <br />6612 C&G <br />RETAINING) <br />WALL A <br />' <br />Mx�O SNC. <br />!� O <br />.E. <br />�c <br />\` <br />1 <br />�c <br />