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IIT . 109 NOTES STRUCT CURB DRAIN PER APWA STD PLAN 150-2 ON SHT 7 @—CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD P BASIS OF BEARINGS.- LEGAL DESCRIPTION' OWNER/DEVELOPER SEE NEW SOILS REPORT (1>—CONSTRUCT 3" AC PAVEMENT OVER 6" AB 8 CONSTRUCT 1.5 HIGH SLOUGH WALL PER APWA STD PLAN 622-1 ON SHT 7 41 2 CONSTRUCT 6" CURB PER CITY STD PLAN NO. 1003 (PER SEPARATE PERMIT) EASTERLY BOUNDARY LINE OF TRACT 14570. U C 3 CONSTRUCT 6" CURB AND GUTTER PER CITY STD PLAN NO. 1003 9 CONSTRUCT 3' WIDE 6" TH PCC V—GUTTER PER DETAIL ON SHT 2 BEING A PORTION OF SECTION 14, CENTEX HOMES Albus-Keete & Associates, Inc. C: 0 AND 23, TOWNSHIP I NORTH, 1265 Corona Pointe Court I 01 I North Armando Street 4 CONSTRUCT 4" PCC SIDEWALK 11 INSTALL (3) 4" SDR 35 PVC PIPE Lz E RANGE 6 WEST, SAN BERNARDINO Corona, CA 92879 Anaheim, CA 92806 5 —CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN 313-1, CASE E ON SHT 7 12 INSTALL 18"08" CATCH BASIN PER BROOKS PRODUCTS ON SHT 7 20 0 20 40 BASELINE AND MERIDIAN. Ph- (951) 479-9300 Ph: (714) 630-1626 t E 6 CONSTRUCT CATCH BASIN PER APWA STDI PLAN 300-2 ON SHT 7 1 CONSTRUCT WALKWAY/STAIRWAY PER LANDSCAPE ARCHITECT PLAN scale feet 0 - Fax, (951) 273-2100 Fax.- (714) 630-1916 14 CONSTRUCT BASEBALL FIELD PER LANDSCAPE ARCHITECT PLAN 1 20' ro 0 SEAL—ENGINEEP BENCH MARK- REV� REVISION DESCRIP110N DATE ENGR. CITY DATE - ------ -_-_ CITY OF FONTANA, CALIFORNIA W co DESCRIBED BY METROPOLITAN WATER DISTRICT SO. SSI V) 0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE I & eman Inc, LO (N INTERSECTION OF SUMMIT AVE, AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT < A Civil Engineering - Planning - Surveying - Public W, orks Cq DRAWNBY: 0, SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AVVVVVVNVVVVV0A&AAW COMMENCE WITHINTWO YEARS OF THE DATE OF APPROVAL SHOWN IPARK SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER < 0, A 9130 Anaheim PI., Ste. onga, CA 91730--909-484-9090 REF 1 =20f DIAL :C No. 31681 z PRECISE GRADING FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Exp. 12/31/06 E SUPERVISION OF: DESIGNED BY: BEFORE DAYS BEFORE E -6 .. . . ... . ItON THE NORTHWEST CORNER OF A 1 0 FOOT WIDE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. REF 11-05 YOU DIG C Vk Z, CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD APPROVff BY: 5 OF, CHECKED BY: DRAWING NO.: 3 CP MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 1-800-227-26 0 CIO -7 tI RDC 0 0 NAVD 88 - 1508.56 (FEET) F I A R 0 L N, E. DATE 1 2 CITY EN'