The URL can be used to link to this page

Home My WebLink About3718-11NEI 1=11k' 804.1au 0 0 0 0 IN Jim P4 0� mgiiiiiiiiiii mawAto NNIIIIIIIIII10-40 I 1 "14 sym si yy mgiiiiiiiiiii mawAto NNIIIIIIIIII10-40 I AL.L)MM AV=NU= CONSTRUIOMON NOTES SEE RIGHT CONSTRUCT 4" A.C. OVER 4" CLASS 11 A.B. OR C.M.B. (TAMARIND & WALNUT AVENUE) COLD MILL AND CONSTRUCT VARABLE THICKNESS A.C. OVERLAY (0.10' MIN.) CONSTRUCT CURB & GUTTER PER CITY OF RIALTO STD. NO. 400 Uj CD 5 CONSTRUCT CROSS GUTTER & FILLET PER CITY OF RIALTO STD. NO. 405 V) U_ 6 CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, SEE DETAIL SHT. 20 Uj 7 INSTALL 2x4 REDWOOD HEADER PER CITY OF RIALTO STD. NO. 63 7 CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD. NO. 422 n9 CONSTRUCT HANDICAP RAMP PER CITY OF RIALTO STD. NO. 425 W-1 °d..`I' 22..>e�;f,�,,?X1ST�tT R T- 1 "14 sym si AL.L)MM AV=NU= CONSTRUIOMON NOTES SEE RIGHT CONSTRUCT 4" A.C. OVER 4" CLASS 11 A.B. OR C.M.B. (TAMARIND & WALNUT AVENUE) COLD MILL AND CONSTRUCT VARABLE THICKNESS A.C. OVERLAY (0.10' MIN.) CONSTRUCT CURB & GUTTER PER CITY OF RIALTO STD. NO. 400 Uj CD 5 CONSTRUCT CROSS GUTTER & FILLET PER CITY OF RIALTO STD. NO. 405 V) U_ 6 CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, SEE DETAIL SHT. 20 Uj 7 INSTALL 2x4 REDWOOD HEADER PER CITY OF RIALTO STD. NO. 63 7 CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD. NO. 422 n9 CONSTRUCT HANDICAP RAMP PER CITY OF RIALTO STD. NO. 425 W-1 °d..`I' 22..>e�;f,�,,?X1ST�tT R T- Underground Service Alert Call: T011 FREE —800 227-2600 MARK APPR. DATE TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: GOLPEN C 1\/1 R SEAL—ZIEAL CI GINEER Z —UL>0,,'N r-"4b'Nr-r-R RECOMMENDED BY: QUI 0FESS DFESS'04�y< ID AD WE HAIDOOK 1. AGHAIAN, RZt 43293, EXP. 3-31-06 0 cc J ca No. C52415 Exp.t223 p6 R.C.E. NO. 43293 APPROVED BY: -06 SCALE: CIVkV NN. Exp. 3-31 AS SHOWN L/ OFCA I V Or' 'bV DATE: C NO, BRYCE JOHN TON INTERIM CITY ENGINEER DATE 1 10/23/2003 1060] CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY STD. 117, SEE DETAIL SHT. 20 REMOVE EXISTING GUARD POST / 0 REMOVE EXISTING 2x4 REDWOOD HEADER & FEATHER JOINTS AS DIRECTED BY CITY ENGINEER 4 FS RELOCATE EXISTING FIRE HYDRANT/BLOW-OFF (BY FONTANA WATER CO.) 4, ------ RELOCATE EXISTING POWER POLE & GUY WIRE BY OTHERS TRAFFIC SIGNAL ADJUST TO GRADE 4 POLE 4 RELOCATE TRAFFIC SIGNAL CONDUIT (0 CONSTRUCT 5" A.C. OVER 4" CLASS 11 A.B. OR C.M.B. (ALDER AVE., BASELINE RD. & HIGHLAND AVE.) P NOTE: GUARD POSTS SHALL RECEIVE 2 COATS OF RED OXIDE PROTECT IN PLACE 1_24" DIA. HOL PRIMER AND ONE COAT OF DUNN EDWARDS HIGH INSTALL GUARD POST PER DETAIL ON SHEET NO. 11 WALNUT STREET VISIBILITY YELLOW NO. 10-14 OR APPROVED EQUAL, 01717 1 17 [7T � EXIST. 26' POST Q IL GRAPHIC SCALE 1"=40' 40 20 0 40 60 120 71 7 C I TY Iff U 'N' CIVIL ENGINEERING - 111 ZAND SURVEYING 16800 VALLEY VIEW AVENUE I PLAN & PROFILEmSTREET IMPROVEMENTS A IVIRADA, CALIFORNIA 906,38 'H.(714)521-4811 F"(714)521 -417J T ;7 ow—,',�,gr �-Q,,,� 2"" OF SHEETS BENCH MARK: B.M. NO. 050-88 ELEV.= 1490.013 DESCRIPTION: CITY OF RIALTO BRASS DISC SET IN PCC BASE FOR LIGHT STANDARD FOR: #2349204E, 19 FEET WEST CENTERLINE PALMETTO AVENUE, 0.25 MILES PROLOGIS PLAN NO. SOUTH CENTERLINE HIGHLAND AVENUE. 1 "14 sym Underground Service Alert Call: T011 FREE —800 227-2600 MARK APPR. DATE TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: GOLPEN C 1\/1 R SEAL—ZIEAL CI GINEER Z —UL>0,,'N r-"4b'Nr-r-R RECOMMENDED BY: QUI 0FESS DFESS'04�y< ID AD WE HAIDOOK 1. AGHAIAN, RZt 43293, EXP. 3-31-06 0 cc J ca No. C52415 Exp.t223 p6 R.C.E. NO. 43293 APPROVED BY: -06 SCALE: CIVkV NN. Exp. 3-31 AS SHOWN L/ OFCA I V Or' 'bV DATE: C NO, BRYCE JOHN TON INTERIM CITY ENGINEER DATE 1 10/23/2003 1060] CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY STD. 117, SEE DETAIL SHT. 20 REMOVE EXISTING GUARD POST / 0 REMOVE EXISTING 2x4 REDWOOD HEADER & FEATHER JOINTS AS DIRECTED BY CITY ENGINEER 4 FS RELOCATE EXISTING FIRE HYDRANT/BLOW-OFF (BY FONTANA WATER CO.) 4, ------ RELOCATE EXISTING POWER POLE & GUY WIRE BY OTHERS TRAFFIC SIGNAL ADJUST TO GRADE 4 POLE 4 RELOCATE TRAFFIC SIGNAL CONDUIT (0 CONSTRUCT 5" A.C. OVER 4" CLASS 11 A.B. OR C.M.B. (ALDER AVE., BASELINE RD. & HIGHLAND AVE.) P NOTE: GUARD POSTS SHALL RECEIVE 2 COATS OF RED OXIDE PROTECT IN PLACE 1_24" DIA. HOL PRIMER AND ONE COAT OF DUNN EDWARDS HIGH INSTALL GUARD POST PER DETAIL ON SHEET NO. 11 WALNUT STREET VISIBILITY YELLOW NO. 10-14 OR APPROVED EQUAL, 01717 1 17 [7T � EXIST. 26' POST Q IL GRAPHIC SCALE 1"=40' 40 20 0 40 60 120 71 7 C I TY Iff U 'N' CIVIL ENGINEERING - 111 ZAND SURVEYING 16800 VALLEY VIEW AVENUE I PLAN & PROFILEmSTREET IMPROVEMENTS A IVIRADA, CALIFORNIA 906,38 'H.(714)521-4811 F"(714)521 -417J T ;7 ow—,',�,gr �-Q,,,� 2"" OF SHEETS BENCH MARK: B.M. NO. 050-88 ELEV.= 1490.013 DESCRIPTION: CITY OF RIALTO BRASS DISC SET IN PCC BASE FOR LIGHT STANDARD FOR: #2349204E, 19 FEET WEST CENTERLINE PALMETTO AVENUE, 0.25 MILES PROLOGIS PLAN NO. SOUTH CENTERLINE HIGHLAND AVENUE.