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TR 15863-1 R - 2 LOT 44 i4 F 4§3.33FL 2 M -4_� Z> I A V I cjg,% 0 BCR N. 0 0 0 �t 00 w + LJ + TR 15863-1 V_ rn LOT 21 TO 1 JZZ 0 a 7 1 TR 15863-1 L5 _b 1 r\ I joyi- I 0 �*R 15863-1 LOT 49 LOT 48 LOT 47 TR 15863-1 LOT 50 TR 15863-1 LOT 45 LOT 46 SEE SHEET NO. 7 IRONRIDGE -COURT C U RVE DATA DUACE7 I (-NnKlCTE)ll(-NTlnKl i 9t k 2 0.20' 0.20, 2 2X 2%_ 2% EVEL LINE -2x- R. 0. R.O.W. 0 20 40 80 5$', 7$ 18' 18' 71 5* SCALE -. 1 of = 40' 36# 12 1 60' R.O.W. RLSIDENTIAL STR IT NTS TRAFFIC INDEX = 5.5 ANDREA STREET, CORY COURT, IRONRIDGE COURT CERRITOS STREET, GARDEN ROSE STREET, HOLIDAY DRIVE, PLUMROSE STREET SEE SHEET NO. 3 CONSTRUCTION N!2TES-. CORY COURT CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (PHASE 11 CONSTRUCTION) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5' CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 CONSTRUCT 4" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) OVVNER R DELTA L T LJLJ V) 25.00' 900 00' 00" 39.27' 25.00 9 12' 62.00 36* 52' 12" 39.90' 20.67' 3 38.00' 253# 44' 24" 168.29 - - - 0 A STA 3+77.00 I - f M (o C'4 00 CAJ 0 BCR 0 CloNsrRZ1,0.r1Z71V 0 4 0 C%4 Lo T- CL co + 04 0 M 0 + w + < in < CL A oo N (o co (N 00 co U) (00 co U-) Lo Lo PO (o v__ I-_ o ct _j v- �__ 0 T_ 0 fy I 1 0 w 1 F- 0 I 00 r4) F- _j F- F_ SEE SHEET NO. 3 CONSTRUCTION N!2TES-. CORY COURT CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (PHASE 11 CONSTRUCTION) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5' CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 CONSTRUCT 4" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) OVVNER R DELTA L T 1 25.00' 900 00' 00" 39.27' 25.00 9 2 j 62.00 36* 52' 12" 39.90' 20.67' 3 38.00' 253# 44' 24" 168.29 - - - 11 - L - . I - f SEE SHEET NO. 3 CONSTRUCTION N!2TES-. CORY COURT CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (PHASE 11 CONSTRUCTION) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5' CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 CONSTRUCT 4" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) OVVNER ENGINEER CITY NO. REVISIONS APPROVAL DATE APPROVAL DATE BENCHMARK OWNER GRAND OACIFIC COMMUNITIES, LLC 1%rl V-F%%O# %0%0 100 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. (0(0 00 F- Ole 0 F- 00 L0 0 510 Ix _j F- 3 87.62TC 5FL 4+63.00 MOC-HP -0 - STA 4+25.0 0 q CORRAL CT. to O.V-3 (000 co 0 w _j (DO-) 00 V_ L0 0 0 20 40 80 SCALE : 1 40 ,Illliiiiiilllllllllllill 'ES CONSULTANT, �i il S PREPARED BY: CITY OF FONTAN LIN 4 FOCUS ENGINEERING. INC. DRAWN BY: SCALE: k 41497 25 MAUCHLY, SUITE 317 AUTOCAD STREET IMPROVEMENT PLAN DF. 12/31/03 IRVINt, CA 92618 DESIGNED BY.- IRONRIDEG CT & CORY CT, PER PLAN civ TEL: (949) 450-0590 FROM HOLIJQ�Y DRIVE FROM PLUMROSE ST DATE: of FAX: (949) 450-0592 J.H.L. TOer UY 475" jTP E'" 460' 02-2001 UNDER THE SUPERVISION OF.- CHECKED NO.1 4�� CHARLIE C. LIU. RM. 41497 fZrq ocl. 'CITY ENGINEER- R.C.E.51 T-52 3068 8