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Home My WebLink About3853-9E� rn 3 ai F— I 0 I I 0 rn N CD r L nv c 'v 0 I E 0 11-0 V) BASIS OF BEARINGS: LEGAL DESCRIPTION: C = BEARINGS ARE BASED ON THE WESTERLY LINE OF o THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, w AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED E IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, I INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00*0'24" WEST. �I o BENCH MARK: /o N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. NCALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE LOT - INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 hi FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E 0) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Z cON THE NORTHWEST CORNER OF A 10 FOOT WIDE �0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD oMWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. .tomAA AAA A AAAA AA 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Phi ( 951) 279-3000 Fax (951) 279-2100 REVISION DESCRIPTION ,eEcoeo 02A wiAvG SOIL ENGINEER SO 2 ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street N0.66068 rr Anaheim, CA 92806 Phi (714) 630-1626 D(P. 06 30 10 Fax= (714) 630-1916 CIV 1 L OF CA��O DATE ENGR. CITY DATE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �Rp:ESS/pNA� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIL M. TORREYSO m = No. 66068 � CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp. 06-30-06 � THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�gTF cfvr\- OF C EFFECT. E;�fT, P`II�E MEN'two IEWH*Mprlvw�� 750 mm c301 450 mm'I;f0�� f7� mim (`'P1 ) O 900 mm t3"? 40 in {t"MM 0') Pk 1050 mm (42*) 45,0 mmV$1$ mm ( <A CikM,(�s I�'�} 460 �i1ii1(IB#) -fs mm (10*) 14 1%4411 00 flttri {161 250 mm (01 ' �., 1500 MM 160 525 rrxn tI4,f,. 7 MM I630 4tltft (66*1525 MM (2f") 7' Mtn tlt"1 I800 mm t721 604 mm c244 300 M (11 ,r CUT.. �........ . NO. 2 CUT NO, I I,.tNE 4 ?' CVT NO, EINE flio mrrl CUT Vit( 1 .330,-C.23 t560--32�0i CONCRETE iYtfo II•) (T y p I) � + j rn 3 ai F— I 0 I I 0 rn N CD r L nv c 'v 0 I E 0 11-0 V) BASIS OF BEARINGS: LEGAL DESCRIPTION: C = BEARINGS ARE BASED ON THE WESTERLY LINE OF o THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, w AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED E IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, I INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00*0'24" WEST. �I o BENCH MARK: /o N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. NCALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE LOT - INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 hi FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E 0) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Z cON THE NORTHWEST CORNER OF A 10 FOOT WIDE �0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD oMWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. .tomAA AAA A AAAA AA 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Phi ( 951) 279-3000 Fax (951) 279-2100 REVISION DESCRIPTION ,eEcoeo 02A wiAvG SOIL ENGINEER SO 2 ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street N0.66068 rr Anaheim, CA 92806 Phi (714) 630-1626 D(P. 06 30 10 Fax= (714) 630-1916 CIV 1 L OF CA��O DATE ENGR. CITY DATE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �Rp:ESS/pNA� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIL M. TORREYSO m = No. 66068 � CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp. 06-30-06 � THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�gTF cfvr\- OF C EFFECT. E;�fT, P`II�E MEN'two IEWH*Mprlvw�� 750 mm c301 450 mm'I;f0�� f7� mim (`'P1 ) O 900 mm t3"? 40 in {t"MM 0') Pk 1050 mm (42*) 45,0 mmV$1$ mm ( <A CikM,(�s I�'�} 460 �i1ii1(IB#) -fs mm (10*) 14 1%4411 00 flttri {161 250 mm (01 ' �., 1500 MM 160 525 rrxn tI4,f,. 7 MM I630 4tltft (66*1525 MM (2f") 7' Mtn tlt"1 I800 mm t721 604 mm c244 300 M (11 ,r CUT.. �........ . NO. 2 CUT NO, I I,.tNE 4 ?' CVT NO, EINE flio mrrl CUT Vit( 1 �� f; SEE �fC��'Iw)'� CIRCULAR TIES, Itio t rrr N MIIV DETAIL. *A* (SEE NOTE 10) $ONO -TVBEI , OR EQUAL. INTERIOR FORM CUT NO, 14 3AW THE TUBE Al AN ANGLE OF A/2 WITH THE TRAMS- YERSE PLANE, REVERSE Of!E SECTION AND TAPE BOTH SECTIOt4 TOOCTHER - ORMINO THE DEFLECTION ANGLE A. CUT 140. 2t SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3,44 (00-0 ) WIDE ON THE 100 OPPOSITE THE OPEN JOINT. £I<ENC3 THE ENDS OF THE CUT TOGETHER AND INSERT THE TUIBE IN THE PIFC, INTERIOR SURFACE OF PIP DETAILTYPICAL JOINT FOR REINFOF 111 log 380-3 9 f CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS ErN4 G 1 N EE R I N G DRAWN BY: SCALE: 937 SOUTH VIA IATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: ST QARD DETAILS DATE: D.J.D. / O.S. JUNE 2005 PREPARED Y: ARIC M. TORREYSON R. C. E; N0. 66068 APPRO BY: EXP. CH�E�CKED BY: \ DRAWING NO.: 9 �� A.M.T. -7-05 2i 3853 DATE: CI Y ENGINEER R.C.E. 51152 DATE: TOLL FREE 'mmmm' .330,-C.23 t560--32�0i CONCRETE iYtfo II•) (T y p I) � + j � 0 L 'T 430 tam 08'l 30o � (I2r) ;125 m 01 600 mm t24`} ()o mm un fit} MM ( Itio t rrr N MIIV DETAIL. *A* (SEE NOTE 10) $ONO -TVBEI , OR EQUAL. INTERIOR FORM CUT NO, 14 3AW THE TUBE Al AN ANGLE OF A/2 WITH THE TRAMS- YERSE PLANE, REVERSE Of!E SECTION AND TAPE BOTH SECTIOt4 TOOCTHER - ORMINO THE DEFLECTION ANGLE A. CUT 140. 2t SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3,44 (00-0 ) WIDE ON THE 100 OPPOSITE THE OPEN JOINT. £I<ENC3 THE ENDS OF THE CUT TOGETHER AND INSERT THE TUIBE IN THE PIFC, INTERIOR SURFACE OF PIP DETAILTYPICAL JOINT FOR REINFOF 111 log 380-3 9 f CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS ErN4 G 1 N EE R I N G DRAWN BY: SCALE: 937 SOUTH VIA IATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: ST QARD DETAILS DATE: D.J.D. / O.S. JUNE 2005 PREPARED Y: ARIC M. TORREYSON R. C. E; N0. 66068 APPRO BY: EXP. CH�E�CKED BY: \ DRAWING NO.: 9 �� A.M.T. -7-05 2i 3853 DATE: CI Y ENGINEER R.C.E. 51152 DATE: TOLL FREE 'mmmm'