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Q5 PY.4 1,1N,5 4 4 j %m \x J'b 12' 59 7#.#1 18 18 7p 50 ......... 34,EARP WAY, 0 36 ( 2. TR 15863-1 54) LOT 61 SOO*08'5�"W < 60' R.O.W. I i 0 0 34 2 221 4 T. OF INTERSECTION rw 3.66% RESIDENTIAL STREEf 7+81, CERRITOS ST. 00-- pin, NTS =1 +00.00 EARP WAY 12 4 TRAFFIC INDEX = 5.5 A A ANDREA STREET, CORY COURT, IRONRIDGE COURT YJ �ij A 8+33.23 5 6 CERRITOS STREET, GARDEN ROSE STREET, (nr-, BCR I z HOLIDAY DRIVE, PLUMROSE STR ET TR 15863-1 STA 10+ % 29.21 LOT 60 C�1_ F -P TR 15863-1 ECR LO cr 41 O:z 110 STA 2+98.56 EARP WAY og cO w LOT 1 co 0 0�wj +1 PAJ,4,96Fd ro,,0N,9ZqV07-10N T M Ito STA 9+72.14 WALNUT STREET w SEE SHEET NO. 6 SEE OFF-SITE IMPROVEMENT DWQ # 3069 EAR P WAY (PHASE I CONSTRUCTION) QURVE DATA 0 R DELTA L T IN Lu Z Z LO TR 15863-1 39.28' 25.01, 2 25.00' 89# 58' 27" 39.261 25.00 3 30.00' gab 00, 001, 47.12' 30.00 4 30.00' 900 00' 00" 0 M + LOT 2 7 LO 0) 5 35.00' 1 56' 04 $1 54.94' 34.96 11 TR 15863 LOT 2 8 35-00".-.. 1 _89- 90- 031 56" 55.02' 35,04 1 C.C.L. CITY ENGINEER _R.0 E 511527 EXISTING BARRI(;AUE �Z8 11+50.24 ul 5+60.08 + C/) TO BE REMOVED P k 78.43)TC 04 v) 00 (TYP) /(77.76)F� BCR LO 0) & J * -� 0.1% b . I - 81-1,49,69 ZIN65r 00 E X - C&Q 12 Now An"we aww"M F_ -18 82.35TC 30 4.12%/ .�NDREA �i STREET soo-10 26 W 81.68F� A - 0) TR 15863-1 18 2 2 151.91 82..35TC 6 13 LOT 3 4 30' A At. 12% 8T76-8�FL M <, EX. C�d 12, STA 13+02.16� ANDREA ST. w \(78 43 TC STA 6+03.10 CL HOLIDAY DR. w ku.) 6+46..08 (77.76)FL ECR 4 zw z 11+50.25 Lo TR 15863-1 ch H TR 15863-1 <'I'y 0 _j L LOT 2 6 LO cn co LOT 3 5 A\c) LO + RIIASWI C.ONSM&MION cq + SEE CITY D'w"v G N 0. 2504 HOLIDAY W DRIVE SEE SHEET NO. 7 CONSTRUCTION NOTES: ANDREA STREET CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (PHASE I CONSTRUCTION) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 8 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5 R=Y2" CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 INSTALL 12" WHITE LIMIT LINE 10 & moll 60' INSTALL "STOP"' PAVEMENT MARKING 00 - INSTALL "STOP" SIGN AND POST #4 REBAR 0 12" O.C. 3" CLR. CONSTRUCT 4.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE BOTH WAYS (TYP) P SOIL (SEE GEN. NOTE NO. 31 & 32) 4 # 4# (9 CONSTRUCT 4" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) DETAIL A: CR05S GUTTER CONSTRCUT CROSS GUTTER PER CITY STD. DWG NO. 105 (8' WIDE, MODIFIED) N.T.S. 0 LV I DU <>- 40% 0 4 2 2 TR 15863 # ooj! I 1 4 0.20' 0.20 PAIASh" 0 STA 9+15.20 'b w LOT 1 w q* M �.20 1 . . 2 + pi - 5 EVEL 2X STA 7+ 29-23 BCR F- R.O.W. LR.E__ 27 R.O.W. Q5 PY.4 1,1N,5 4 4 j %m \x J'b 12' 59 7#.#1 18 18 7p 50 ......... 34,EARP WAY, 0 36 ( 2. TR 15863-1 54) LOT 61 SOO*08'5�"W < 60' R.O.W. I i 0 0 34 2 221 4 T. OF INTERSECTION rw 3.66% RESIDENTIAL STREEf 7+81, CERRITOS ST. 00-- pin, NTS =1 +00.00 EARP WAY 12 4 TRAFFIC INDEX = 5.5 A A ANDREA STREET, CORY COURT, IRONRIDGE COURT YJ �ij A 8+33.23 5 6 CERRITOS STREET, GARDEN ROSE STREET, (nr-, BCR I z HOLIDAY DRIVE, PLUMROSE STR ET TR 15863-1 STA 10+ % 29.21 LOT 60 C�1_ F -P TR 15863-1 ECR LO cr 41 O:z 110 STA 2+98.56 EARP WAY og cO w LOT 1 co 0 0�wj +1 PAJ,4,96Fd ro,,0N,9ZqV07-10N T M Ito STA 9+72.14 WALNUT STREET w SEE SHEET NO. 6 SEE OFF-SITE IMPROVEMENT DWQ # 3069 EAR P WAY (PHASE I CONSTRUCTION) QURVE DATA 0 R DELTA L T 1 25.00' 90* 01' 33" 39.28' 25.01, 2 25.00' 89# 58' 27" 39.261 25.00 3 30.00' gab 00, 001, 47.12' 30.00 4 30.00' 900 00' 00" 47.12' 30.00' 5 35.00' 1 56' 04 $1 54.94' 34.96 11 6 35-00".-.. 1 _89- 90- 031 56" 55.02' 35,04 1 OWNER ENGINEER CITY NO. REVISIONS APPROVAL DATE APPROVAL DATE: BENCHMARK OWNER GRAND PACIFIC COMMUNITIES, LLC 100 N. BARRANCA AVENUE, SUITE 950 WEST COVINA, CA 91791 P (626) 858-8677 H: FAX: (626) 858-8676 BY: Nod 41497 FOCUS ENGINEERING, INC. DRAWN BY: BM #8-17 ELEV= 1428.609 MA DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. SCALE: EXP. 12/31/03 25 MAUCHLY. SUITE 317 IRVINE, 41 - 2 0. 161' 0.16, 2 2Z 27* R.O.W 2X ---LEVEL LIN 270 R.O.W. 50 7$ 22' 22' 7$ 5" 4-- 4 12' 44' 68" R.O.W. COMMUNITY. ENTRANQE NTS P TRAFFIC INDEX = 5.5 EAR WAY (ENTRANCE TO TRACT) 0 20 40 1 80 p"M%mmmeomm"MOM011 SCALE : 1"=40' CONSULTANT CITY OF FON A A PREPARED BY: Nod 41497 FOCUS ENGINEERING, INC. DRAWN BY: STREET IMPROVEMENT PLAN SCALE: EXP. 12/31/03 25 MAUCHLY. SUITE 317 IRVINE, AUTOCAD EARP WAY & ANDREA ST. PER PLAN DESIGNED BY: DATE: CA 92618 TEL: (949) 450-0590 (FROM CERRITOS ST. (FJ�OM HOLIDAY DRIVE c Vl\. op FAX: (949) 450-0592 J.H.L. 11;e TO ��Vl��REET) /r7O P 150�) 7;LY 02-2001 UNDER THE SUPERVISION OF: CHECKED B P P P R OVE D: 4f4" -40�1r-jLDWG NO. 2 CHARLIE C. LIU. RCET 41497 jwq C.C.L. CITY ENGINEER _R.0 E 511527 3068 �Z8