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HomeMy WebLinkAbout3803-20 CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS COYOTE CANYON LINE "Cn CONSTRUCTION NOTES BACKING AND FILTER FABRIC PER CALTRANS STD. SPEC. SECTION 72 ESTIMATE BASIS OF BEARINGS- LEGAL DESCRIPTION: 0 E THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A E 0 1 UNE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 24" RCP (D -LOAD PER PROFILE). WEST, SAS SHOWN TOWNSHIP 1 NORTH, RANGS.B.M. 633 4_06 T V ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, 30" RCP (D -LOAD PER PROFILE). 49 RANG 6 WEST, SAN BERNARDINO L. F. AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE CONSTRUCT 36" RCP (D -LOAD PER PROFILE). OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN _ COUNTY, BEING NORTH 00'30'24' WEST. BERNARDINO. 42" RCP (D -LOAD PER PROFILE). BENCH MARK• 328 CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS COYOTE CANYON LINE "Cn CONSTRUCTION NOTES BACKING AND FILTER FABRIC PER CALTRANS STD. SPEC. SECTION 72 ESTIMATE O1 CONSTRUCT 18" RCP (D -LOAD PER PROFILE). 48 663 L. F. 2O CONSTRUCT 24" RCP (D -LOAD PER PROFILE). 633 L. F. 3 CONS UCT 30" RCP (D -LOAD PER PROFILE). 49 90 L. F. 4O CONSTRUCT 36" RCP (D -LOAD PER PROFILE). 50 672 L. F. 5O CONSTRUCT 42" RCP (D -LOAD PER PROFILE). 52 328 L. F. O6 CONSTRUCT 78" RCP (D -LOAD PER PROFILE). 1,570 L. F. O7 CONSTRUCT 10.0'W x 8.0'H MODIFIED RCB PER CALTRANS STD. DWG. NO. D80 AS SHOWN ON SHEET 17. 1,388.9 C. Y. 8 CONS UCT 72" RCP (D -LOAD PER PROFILE). 56 646 L. F. O9 CONSTRUCT 8.0'W x 8.0'H MODIFIED RCB PER CALTRANS STD. DWG. NO. D80 AS SHOWN ON SHEET 17. 25.54 C. Y. 10 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. 9 EA 1 1 CONSTRUCT LOCAL DEPRESSION CASE "A" PER APWA STD. PLAN 313-1. 8 EA 12 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1. D 5 EA 13 CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1. 8 EA 14 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1. 3 EA 15 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 323-1. 1 EA 16. CONSTRUCT CONCRETE BULKHEAD PER RCFC & WCD STD. DWG. NO. M816. 7 EA 17 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1. D 6 EA 18 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1. 6 EA 19 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 332-1. D 2 EA 20 CONSTRUCT 6" CLASS "A" CONCRETE WITH #4 0 18" O.C. BOTHWAYS 0 20 CY 21 CONSTRUCT PIPE OUTLET PROTECTION BARRIER PER SBCFCD S.P. 101-1, 101-2, AND 101-3. 1 EA �4 CONSTRUCT PIPE INLET PER CALTRANS STD. PLAN D 75B. 4 EA 25 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321-1. 2 EA �7 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2. 5 EA �8 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. 3 EA 29 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 341-1. 1 EA 30 CONSTRUCT CSP RISER PER DETAIL ON SHEET 13. 500 LF 31 GRADE EARTHEN CHANNEL PER SECTION ON SHEET 13. 1 EA 32 CONSTRUCT CONCRETE V -DITCH PER DETAIL ON SHEET 13. 26 L. F. 33 CONSTRUCT 12" CUT-OFF WALL (H=4') WITH #4 REBAR ©12" O.C. BOTH WAYS. 2.2 C. Y. 34 CONSTRUCT 15' WIDE ACCESS ROAD WITH 0.25' AC (TYPE "B") OVER 6" 95% COMPACT NATIVE. 16,700 S. F, 35 CONSTRUCT 114 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC. SECTION 72 (METHOD "B") AND DETAIL ON SHEET 17. 723 C. Y. 36 REMOVE BRICK AND MORTAR PLUG. 1 EA 37 CONSTRUCT 48" RCP ( D -LOAD PER PROFILE ). 417 L. F. 38 CONSTRUCT 43'x64" CMP RISER AND PIPE ANCHOR PER DETAILS HEREON. 31 L. F. 39 CONSTRUCT 20 -FT. WIDE ACCESS ROAD WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE. 12,831 S. F. 40 CONSTRUCT 1' DEEP CLASS "B" CONCRETE PAD (8'x8'). 1 EA 41 NOT USED - - 42 CONSTRUCT HEADWALL PER CALTRANS STD. PLAN D90. 1 EA 43 CONSTRUCT FLARE END SECTION PER CALTRANS STD. PLAN D94B. 2 EA OFESS/��Y V. OWNER/DEVELOPER SOIL ENGINEER CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC. j 9 m - 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET CORONA, CA 92879 ANAHEIM, CA 92806 J, CSL PH: (951) 479-9300 PH: (714) 630-1626 FAX: (951) 479-2819 FAX- (714) 630-1916 CC 0f c(0 N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE � ° INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE DD o kER / SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 6 (n FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL BEFORE Z ON THE NORTHWEST CORNER OF A 10 FOOT WIDE Y ❑ U D I G a CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD •3 o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 0 v NAVD 00 - 1508.56 (17EET) TOLL FREE -qmmmmlw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 44 CONSTRUCT OUTLET STRUCTURE PER DETAILS ON SHEET 14. 1 EA 45 CONSTRUCT TRAPEZOIDAL CONCRETE CHANNEL PER SECTION A -A ON SHEET 10. 88.7 C. Y. 46 CONSTRUCT TRAPEZOIDAL CONCRETE CHANNEL PER SECTION B -B ON SHEET 10. 28.8 C. Y. 47 CONSTRUCT X TON CONCRETE RIPRAP (T=4.5') WITH 12" NO. 3 360 C. Y. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA 11CASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFEssloNq� � �c COYOTE CANYON COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y ARic M. TORREYSo N C7jI I\I E E RI ISI C� DRAWN BY: �P-b SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, O.S. LINE 'C' SCALE: ssosa 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 AS SHOWN 2� REMOVED 'NOT FOR CONSTRUCTION'; 8/T7/0AMT . t�• HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. PH. (909) 783-0101 FAX (90A 2324 08 DESIGNED BY: STORM DRAIN IMPROVEMENTS DATE: Exp. 06-30-08 A.T. ET AUGUST 2005 REVISED LINE'C-2' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. `9TH. CIVIC- ����� PREPARE Y: ARIC M. TO ON R.C.E. N0. 66068 CHECKED BY: PPRO BY: . DRAWING NO.: REVISED LINE 'C' DESIGN: REMOVED 'NOT 5/5/06 AMT �' _ OF C A��� EXP. r : 0 8 728 C.V.A.FOR CONSTRUCTION' -�- DATE: C Y ENGINEERR.C.E. 51152 DATE:3803 BACKING AND FILTER FABRIC PER CALTRANS STD. SPEC. SECTION 72 (METHOD B). 48 CONSTRUCT LIGHT CLASS CONCRETE RIPRAP (T=2.5') W/ 9" NO. 3 598 C. Y. BACKING AND FILTER FABRIC PER CALTRANS STD. SPEC. SECTION 72 (METHOD B). 49 GRADE PER PLAN. 1 LS 50 CONSTRUCT 6" CLASS "B" CONCRETE WITH 6" X 6" - 1.4W X 1.4W WELDED WIRE MESH. 85.9 C. Y. 52 CONSTRUCT CONCRETE CHANNEL TRANSITION DIMENSIONS PER 16 C. Y. PROFILE. (STEEL AND CONCRETE PER SECTION A -A ON SHEET 10). 53 CONSTRUCT CONCRETE V -DITCH PER DETAIL ON SHEET 13. 265 L. F. 56 CONSTRUCT 20 -FT. DOUBLE DRIVE GATE PER APWA STD. PLAN 600-1. 1 EA 57 CONSTRUCT 6" CLASS "A" CONCRETE WITH 7f4 @ 18" O.C. 18 CY BOTHWAYS AND 3' CUTOFF WALL (SEE DETAIL ON SHEET 5) 58 CONSTRUCT TRA SITION STRUCTURE PER APWA STD. PLAN 342-1. 2 EA D 59 CONSTRUCT 7'W X 7'H MODIFIED RCB PER CALTRANS STD. PLAN D80 AS SHOWN ON SHEET 17. 17 LF 60 CONSTRUCT LOCAL DEPRESSION CASE B PER A.P. W.A. 2 EA STD. PLAN 313-1 61 REMOVE CONCRETE BULKHEAD. .2 EA 62 CONSTRUCT TRA SI TION PER DETAILS ON SHEET 16. 1 EA D 63 PLACE OBJECT MARKERS PER CALTRANS STD. PLAN A73A. 1 EA 64 CONSTRUCT RE OVABLE PIPE BARRIER PER LANDSCAPE PLANS. 3 EA D 65 CONSTRUCT WA PED WINGWALL PER CALTRANS STD. PLAN D86A. 2 EA 0 66 CONSTRUCT 6'W. x 3'H RCB PER CALTRANS STD. PLAN D80. _ 20 _ L. F. 0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA 11CASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFEssloNq� � �c COYOTE CANYON COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y ARic M. TORREYSo N C7jI I\I E E RI ISI C� DRAWN BY: �P-b SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, O.S. LINE 'C' SCALE: ssosa 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 AS SHOWN 2� REMOVED 'NOT FOR CONSTRUCTION'; 8/T7/0AMT . t�• HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. PH. (909) 783-0101 FAX (90A 2324 08 DESIGNED BY: STORM DRAIN IMPROVEMENTS DATE: Exp. 06-30-08 A.T. ET AUGUST 2005 REVISED LINE'C-2' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. `9TH. CIVIC- ����� PREPARE Y: ARIC M. TO ON R.C.E. N0. 66068 CHECKED BY: PPRO BY: . DRAWING NO.: REVISED LINE 'C' DESIGN: REMOVED 'NOT 5/5/06 AMT �' _ OF C A��� EXP. r : 0 8 728 C.V.A.FOR CONSTRUCTION' -�- DATE: C Y ENGINEERR.C.E. 51152 DATE:3803