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Home My WebLink About3803-16GRAPHIC SCALE 20 0 10 20 40 1 » = 20' CONSTRUCTION NOTES vvV v CONSTRUCT30" RCP (D -LOAD PER PROFILE) 2Q CONSTRUCT 15' WIDE ACCESS ROAD WITH 0.25' AC (TYPE "B") OVER 6" 95% COMPACT NATIVE. CONSTRUCT CONCRETE V -DITCH PER DETAIL ON SHEET 10. CONSTRUCT TRANSITION PER DETAILS GER&N),12\ BASIS OF BEARING LEGAL DESCRIPTION: THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, RANGE 6 WEST, SAN BERNARDINO AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY OF SAN OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. COUNTY, BEING NORTH 0&30'24' WEST. ■ DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) OWNER/DEVELOPER CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA 92879 PH: (951) 479-9300 FAX- (951) 479-2819 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. Q�oFESS�o� * •---r-.,j a I/ i w OF CA�.�F/ SOIL ENGINEER ALBUS-KEEFE AND ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PH: (714) 630-1626 FAX.- (714) 630-1916 REVISION DESCRIPTION 3 /zl-- coRc� ORA w/NCS 2\ ADDED 30' RCP CROSSING 0.25' AC OVER 6"-95% COMPACTED NATIVE 2q 15' WIDE 6" CLASS "A" CONCRETE SLAB WITH #4 . REBAR 12" 0. C. BOTH WAYS DATE I ENGR. I CITY I DATE 4.25' 3.75' 25OAX '-- �TRACT BOUNDARY f MEET EXIST GROUND EXIST. GROUND I 30" RCP (D-2000) CONCRETE SLURRY BACKFILL SECTION "B -B" PLAN VIEW THIS SHEET N.T.S. 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 8/1/06 �'i PLAN AND PERMIT 2' BENCH 2 6" MIN. -T TO DAYLIGHT PAD / ON SLOPE SEAL—ENGINEER ^VVESS/ONq� 0 ARIC M. TORREYSO No. 66068 Exp.06-30-08 `9T CIVI\- ��\Q \F OF C 15' ACCESS ROAD 0.25' AC OVER 6"-95% COMPACTED NATIVE 6„ TYP. CONCRETE CONC. TRENCH V—DITCH FOOTING SECTION "A -A" PLAN VIEW THIS SHEET N.T.S. AE11cAsc DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY. A.T. PREPARPOY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: EXP. 06 -08 � DATE. � � C.V.A. I _ VARIES 9" CLASS "A" CONCRETE WITH #5 REBAR 12" O.C. BOTH WAYS t --'LAN Vltw i hip �)HLL I N.T.S. CL 1 7.5' 3.75' 1 3.75 CN 1' CUT—OFF WALL i TRACT BOUNDARY I►�I ��:�lC��el:�w►�l VARIES 2% MIN. EXIST. GROUND CITY OF FONTANA, CALIFORNIA COYOTE CANYON 'C' STORM NGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: AUGUST 2005 DRAWING NO.: 16 3803 28 DELTA/BEARING RADIUS LEN./DIST. TANGENT F N76°32'0219E — 400.00' — © 39'08'01 " 30.00' 20.49' 10.66' © 84-15'58 30.00' 44.12' 27.14' D N31 °24'05"E — 8.05' — Q�oFESS�o� * •---r-.,j a I/ i w OF CA�.�F/ SOIL ENGINEER ALBUS-KEEFE AND ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PH: (714) 630-1626 FAX.- (714) 630-1916 REVISION DESCRIPTION 3 /zl-- coRc� ORA w/NCS 2\ ADDED 30' RCP CROSSING 0.25' AC OVER 6"-95% COMPACTED NATIVE 2q 15' WIDE 6" CLASS "A" CONCRETE SLAB WITH #4 . REBAR 12" 0. C. BOTH WAYS DATE I ENGR. I CITY I DATE 4.25' 3.75' 25OAX '-- �TRACT BOUNDARY f MEET EXIST GROUND EXIST. GROUND I 30" RCP (D-2000) CONCRETE SLURRY BACKFILL SECTION "B -B" PLAN VIEW THIS SHEET N.T.S. 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 8/1/06 �'i PLAN AND PERMIT 2' BENCH 2 6" MIN. -T TO DAYLIGHT PAD / ON SLOPE SEAL—ENGINEER ^VVESS/ONq� 0 ARIC M. TORREYSO No. 66068 Exp.06-30-08 `9T CIVI\- ��\Q \F OF C 15' ACCESS ROAD 0.25' AC OVER 6"-95% COMPACTED NATIVE 6„ TYP. CONCRETE CONC. TRENCH V—DITCH FOOTING SECTION "A -A" PLAN VIEW THIS SHEET N.T.S. AE11cAsc DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY. A.T. PREPARPOY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: EXP. 06 -08 � DATE. � � C.V.A. I _ VARIES 9" CLASS "A" CONCRETE WITH #5 REBAR 12" O.C. BOTH WAYS t --'LAN Vltw i hip �)HLL I N.T.S. CL 1 7.5' 3.75' 1 3.75 CN 1' CUT—OFF WALL i TRACT BOUNDARY I►�I ��:�lC��el:�w►�l VARIES 2% MIN. EXIST. GROUND CITY OF FONTANA, CALIFORNIA COYOTE CANYON 'C' STORM NGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: AUGUST 2005 DRAWING NO.: 16 3803 28 -.=� :�, ��_�_.i.,�.