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HomeMy WebLinkAbout3213-27 A.P.N.2U,, 2-215 Al OF 'ot v" 10 N NOTES (4 CONST. 11' X 9' CAST—IN— CE REINFORCED CONCRETE SINGLE BOX P DETAILS ON SHT 12 (6 CONST. 12' X 9' C —IN—PLACE REINFORCED CONCRETE SING OX PER DETAILS ON SHT 12 -7 A CONST. MAN —CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1 CONST. ANSITION STRUCTURE—SINGLE RCB TO SIN RCB PER A.P.W.A. STD. 341-1 27 OTECT EXISTING IMPROVEMENTS IN—PLACE . UTILITY POLES do w m m lok, MITI I I I Im I tolly, "I DIAL BEFORE YOU DIG a CHANGE SHEET NUMBER =Sim m 7 TRAFFIC EXIST. EOP bItAL LINE 04CHMARK: 8-17 CALTRANS HASIS OF, �0� THE BASIS OF BEARINGS FOR THIS MAP IS THE BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF THE NORTHEAST QUARTER OF TOWER LEG,343 N/O HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST AVE., 0.20 MI. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 2.65 MI. W. ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOK 88 V:o FROM SIERRA AVE. PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY, MA110N: 1428.6090 RECORDS OF SAN BERNARDINO COUNTY. Prepared Under The SuperVision Of CITY OF FGNTANA, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPRO' DRAYM B i Y:I SUMMIT A' m w1*1 L_ IL li w N Ex RANCHO CUCAMONGA, CA 91730 MP L %•— HA2 pi 9-30-05 7 PHONE (909) 948-1311 R& a.. 0 , BOULDER WAY TO U(#m n 10 2 _,-Date <v - c�jr CHECKED A) RCE762-183 EXP. 9-30-05 1 ?Ll ATN3/MJG DRAWING NO.: ... ....... . . 3213 ........ ...... . w . .. . . . . ... ... ... . . _7 .. ........ ... ...... . .. .... . ... .. . . . . . . .. UA . . . . ......... .... CP ..... .. . ..... ......... .. op� ...... . . .... Al OF 'ot v" 10 N NOTES (4 CONST. 11' X 9' CAST—IN— CE REINFORCED CONCRETE SINGLE BOX P DETAILS ON SHT 12 (6 CONST. 12' X 9' C —IN—PLACE REINFORCED CONCRETE SING OX PER DETAILS ON SHT 12 -7 A CONST. MAN —CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1 CONST. ANSITION STRUCTURE—SINGLE RCB TO SIN RCB PER A.P.W.A. STD. 341-1 27 OTECT EXISTING IMPROVEMENTS IN—PLACE . UTILITY POLES do w m m lok, MITI I I I Im I tolly, "I DIAL BEFORE YOU DIG a CHANGE SHEET NUMBER =Sim m 7 TRAFFIC EXIST. EOP bItAL LINE 04CHMARK: 8-17 CALTRANS HASIS OF, �0� THE BASIS OF BEARINGS FOR THIS MAP IS THE BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF THE NORTHEAST QUARTER OF TOWER LEG,343 N/O HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST AVE., 0.20 MI. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 2.65 MI. W. ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOK 88 V:o FROM SIERRA AVE. PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY, MA110N: 1428.6090 RECORDS OF SAN BERNARDINO COUNTY. Prepared Under The SuperVision Of CITY OF FGNTANA, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPRO' DRAYM B i Y:I SUMMIT A' m w1*1 L_ IL li w N Ex RANCHO CUCAMONGA, CA 91730 MP L %•— HA2 pi 9-30-05 7 PHONE (909) 948-1311 R& a.. 0 , BOULDER WAY TO U(#m n 10 2 _,-Date <v - c�jr CHECKED A) RCE762-183 EXP. 9-30-05 1 ?Ll ATN3/MJG J:\652-1452\storm\sd-r)h2-02.dwa. 1/612005 10:24:55 AM. Dawn. Dawn DRAWING NO.: 3213 J:\652-1452\storm\sd-r)h2-02.dwa. 1/612005 10:24:55 AM. Dawn. Dawn