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NO. 105A, W=5' FS 9+77.00 ECR . 4, w 6.26FL 1385.98FL ST. ROW -sl CONSTRUCT 4" AC PAVEMENT (miln) OVER 12" OF 95% COMPACTED NATIVE &NN - a, (91 ,\ "NOR --t- V 4: TR 15863-1 .1, 2 SOIL (SEE GEN. NOTE NO. 31 & 32) 112' 12' <_ LOT 18 85. 5.92 f% A 30, of 138.6.45 k2mRDEN ROSE STREET 57T FS -S 1189 3 8' 95. r ST CENTERLINE INT. sns S .,94 0 FS Ilcuol C> 1C 12+11.39 HOLIDAY AVE. PRG S 00*08'53" W 3 a .1 0 9§tQl TC IA-"\ 30 T871 4 5 30 7 F_ 1+00.00 CARDEN ROSE r 1 138 IBM li\, w V4.,54� I\ VV 1385.21 1386.14FL 12 12 4 LOT 4 100e FL 0000* TR 15863-1 95.45 STA 10+20.00 11- CERRITOS STREET PRC FL STA 07+40.00 q GARDEN ROSE ST. 9 5.31 TC TR 15863-1 LOT 17 1 TR 15863-1 TR 15863-1 94. 64F L LOT 5 TR 15863- 1 TR 15863 1 TR 15863 1 TR 15863 1 TR 15863-11 TR 15863 LOT 9 LOT 8 TR 15863-1 TR 15863-1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 7 TR 15863-1 0 20 40 80 LOT 16 LOT 6 SCALE : 1 It 40s' ELY TRACT BO DARY STREET ROW 2 0.20' 0.20' 2 ­00-omft C3� 17= 6. 2 _2% . .......... ----------- cb, - - . , 2% EVEL LINE ----.- 44. 2X R.O.W. 1 4 96' R.O.W. -A 4 4 .4 4 5'[ 7' 18' 18 7 15 -0- _s_ BEECH STREET 12' 36 12 S_ 60" R.O.W. 0 21 22 C_ --2-3 _24- -25- 27 28 29 w w RESIDENI STREEf NTS TRAFFIC INDEX = 5.5 GARDEN ROSE STREET ANDREA STREET, CORY COURT, IRONRIDGE COURT CURVE CERRITOS STREET, GARDEN ROSE STREET, n Cl T A (PHASE I CONSTRUCTION) HOLIDAY DRIVE, PLUMROSE STREET 1+77.96EC L ST. ROW 1 25.001 A 25.00 387.22TC 5 43.00' 99 00' 001, 67.54' 43.00' 3 3 c� 23' 33' 23" 25.49' 1386.55FL 4 58.00' 137' 06' 46" 138.80' 147.67 too +m 95.45 STA 10+20.00 11- CERRITOS STREET PRC FL STA 07+40.00 q GARDEN ROSE ST. 9 5.31 TC TR 15863-1 LOT 17 1 TR 15863-1 TR 15863-1 94. 64F L LOT 5 TR 15863- 1 TR 15863 1 TR 15863 1 TR 15863 1 TR 15863-11 TR 15863 LOT 9 LOT 8 TR 15863-1 TR 15863-1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 7 TR 15863-1 0 20 40 80 LOT 16 LOT 6 SCALE : 1 It 40s' ELY TRACT BO DARY STREET ROW 2 0.20' 0.20' 2 ­00-omft C3� 17= 6. 2 _2% . .......... ----------- cb, - - . , 2% EVEL LINE ----.- 44. 2X R.O.W. 1 4 96' R.O.W. -A 4 4 .4 4 5'[ 7' 18' 18 7 15 -0- _s_ BEECH STREET 12' 36 12 S_ 60" R.O.W. 0 21 22 C_ --2-3 _24- -25- 27 28 29 w w RESIDENI STREEf NTS TRAFFIC INDEX = 5.5 GARDEN ROSE STREET ANDREA STREET, CORY COURT, IRONRIDGE COURT CURVE CERRITOS STREET, GARDEN ROSE STREET, n Cl T A (PHASE I CONSTRUCTION) HOLIDAY DRIVE, PLUMROSE STREET OWNER ENGINEER CITY NO. REVISIONS. APPROVAL DATE APPROVAL DATE L T 1 25.001 900 00 1 00" 39.27' 25.00 2 43.00' 99 00' 001, 67.54' 43.00' 3 62.00' 23' 33' 23" 25.49' 12.93 4 58.00' 137' 06' 46" 138.80' 147.67 OWNER ENGINEER CITY NO. REVISIONS. APPROVAL DATE APPROVAL DATE BENCHMARK OWNER GRAND PACIFIC COMMUNITIES, LLC 100 N. BARRANCA AVENUE. SUITE 950 WEST COVINA, CA 91791 PH: (626) 858-8677 FAX: (626) 858-8676 BM #8-17 ELEV= 1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. A CONSULTANT wi,_:11S PREPARED BY: LIN FOCUS ENGINEERING, INC. No. 41497 25 MAUCHLY. SUITE 317 D(P. 12/31/03 IRVINE, CA 92618 TEL: (949) 450-0590 civiv FAX: (949) 450-0592 0 Air F ch UNDER THE SUPERVISION OF. CHARLIE C. F FONTANA DRAWN BY: STREET IMPROVEMENT PLAN SCALE-:--- AUTOCAD f *4 A N% R PLAN DESIGNED BY: %.7r%RDEN ROSE STREET DATE: J.H.L. (FRV.-HAI-IDAY DR. ���ERRq;�S ST.) -2 �fi 02-2001 CHECKED APPROVED: -m#1114oT DWG NO. AE -1- C. C. L. IT INFITIR R.C.E.-51152 068.