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Home My WebLink About4208-3�z r-1 EXIS77NG FDP <=w 4+00 +00 5 EXISTING 80 C&G APN 1110-361-18 v CURVE DA TA CONSTRUCTION NOTES (D SAWCUT EXT`G AC PAVEMENT CONSTRUCT 4,5" AC OVER 12" MINIMUM OF 95% COMPACTED NATIVE, SUBJECT TO FINAL RECOMMENDATION BY SOILS ENGINEER. oJ CONSTRUCT 4- SIDEWALK PER CITY STD 1006 CONSTRUCT 8- CURB & GUTTER PER CITY STD 1000 CONSTRUCT CROSS GUTTER PER CITY STD 403 (W=8) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD lOOJ INSTALL STOP SIGN, STREET NAME SIGN, AND POST PER CITY ST'D 4003 APPLY "STOP" LEGEND AND LIMIT LINE 11 INSTALL FLEXIBLE DELINEATOR PER CITY STD TYPE 0 I BASIS OF BEARINGS THE LI-ARING OF N 89 38'30" E ON FOOTHILL BOULEVARD AS SHOWY ON TRACT MAP No. 10960-1, /V8 17JI75-77 O.R. WAS USED AS THE BASIS OF BEARINGS FOR THIS IVAP t0mull BM j 333 PK NAIL IN P.P. # 1329208E 100' INTERSECTION CITRUS & FOOTHILL. EL= 1296.97 PROFILE SCALE HORIZ: 1" = 40' VERT: 1 pp = 4 p DRIVEWAY CURB CUT SEE PROFILE THIS SHEET NTS APN 1110—J61-13 CA RfW -20'- 5t (DSA WCU T LINE 2 EXVG PAVNG� EXT'G EOP 0 4 12'-± EL Y OF XIST, DITCH SECTION A—A TYR LOOKING NORTH t - . . ........ -1 �z r-1 EXIS77NG FDP <=w 4+00 +00 5 EXISTING 80 C&G APN 1110-361-18 v CURVE DA TA CONSTRUCTION NOTES (D SAWCUT EXT`G AC PAVEMENT CONSTRUCT 4,5" AC OVER 12" MINIMUM OF 95% COMPACTED NATIVE, SUBJECT TO FINAL RECOMMENDATION BY SOILS ENGINEER. oJ CONSTRUCT 4- SIDEWALK PER CITY STD 1006 CONSTRUCT 8- CURB & GUTTER PER CITY STD 1000 CONSTRUCT CROSS GUTTER PER CITY STD 403 (W=8) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD lOOJ INSTALL STOP SIGN, STREET NAME SIGN, AND POST PER CITY ST'D 4003 APPLY "STOP" LEGEND AND LIMIT LINE 11 INSTALL FLEXIBLE DELINEATOR PER CITY STD TYPE 0 I BASIS OF BEARINGS THE LI-ARING OF N 89 38'30" E ON FOOTHILL BOULEVARD AS SHOWY ON TRACT MAP No. 10960-1, /V8 17JI75-77 O.R. WAS USED AS THE BASIS OF BEARINGS FOR THIS IVAP t0mull BM j 333 PK NAIL IN P.P. # 1329208E 100' INTERSECTION CITRUS & FOOTHILL. EL= 1296.97 PROFILE SCALE HORIZ: 1" = 40' VERT: 1 pp = 4 p DRIVEWAY CURB CUT SEE PROFILE THIS SHEET NTS APN 1110—J61-13 CA RfW -20'- 5t (DSA WCU T LINE 2 EXVG PAVNG� EXT'G EOP 0 4 12'-± EL Y OF XIST, DITCH SECTION A—A TYR LOOKING NORTH