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'FILE SCALE ....... ...... ........ 4 p . ..... t 7_1_ . ... ... - ---- - ---- 4 ---------- ------ l..; --- - --- ... . ....... ....... ------- - - :Jz HORIZ: 1 40' --------- ....... _r .. ........ .......... . .......... . .... . ...... _4_ . . .... 8 ------ VERT. 1 ----------- . ........ ...... . . ........ t--- ........... . ........... . _--1 ........ . ......... ..... . ....... - ------ ----- --- ...... - ---------- ---------- ---------- ------ Z_ __1 20 21 22 Z6 24 25 26 27 28 29 30 000 4 SEE SHEET NO, 3 :D TR 15863-1 TR 15863-1 Z LOT 17 TR 15863 TR 15863-1 TR 15863-1 LOT 5 1 TR 15863 1 TR 15863 1 TR 15863-11 TR 15863-11 TR 15863-1 1 TR 1586.3-1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 TR 15863-1 TR 15863-1 LOT 16 LOT 6 TFR A T M A P NO, -j5",,-,*,5-'5" IJ 1PIS LOT A ECR + =31 LOT A LANDSCA E AREA 0) bc +47.35 04 101 [AN CAI L. P) C3 0 now :3 am= ST. ROW C"IT T._f?QW 10 dau" is ST. ROW C EX. C&G 4 4 4 wo" 88.44)TC 87.6 9)Fl �zz 7 EX. C&G 0 LO z 0/ x XX ci�l ex NOO*08'49" S_ (1 387.73)TC A- jj BEEC AVENUE 2:2z 2 MOC 22 24- (1587.13) - 90.50FS -2-3 5- 2:7 W W 29 1 07Y DWG. 2445 JOIN EXI ING 89.54 ttR -1% 3 c%j 90.47F 7 '�EXIST 1 WATER SD MEDIA to 88.87FS �0 STA= 19+15.17 EX. C&G .17 TC (V 92.46)TC clq 9.55)F cv 91.81) -FL ul SEE CR DWG. NO. 2445 105.86)l C EX. C&G EX. C&G . .... n- 105.23)r EX. C&G W EX. C&G ST. ROW Lj 0 U-) ST. ROW ST. ROW ---- 3!: -W ST. ROW ST. ROW .j C4 STA 21+61-95 BEECH AV. EXIST MEDIAN C z TA 20+10.04 T_ BEECH AV. (91.45) FS c i Bl---- AVEN U E STA 30+00.00 Li TRACT BOUNDARY BEECH AV uj zj LEGEND AC PAVEMENT STA 14+22.28 WALNUT AV. THICKNESS= (07.19) FS SHADE AREA INDICATES CONSTRU ION NOTES, EXISTING THICKNESS NEW AC PAVEMENT AREA PLUS 0.1' MIN. CONSTRUCT 6.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE 0.1' MIN. 4-,nll (cZrP* r- KI KInTr' K10 -41 1, -X f) ) I _. /L PER PLAN 12 OVFPIAY rr)KIKAHKIITV MAJ TM # q I- %.,- KAATrW p WA L N v I'M 1�� U%.A 1 IVIN t I�i INU Irp EXISIING 0.77' 2% MIN R.O.W. R.O.w. 2% EVEL LINE 2% 2 7* 7* 161 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 EX. SURFACE EX. SURFACE 6'� CONSTRUCT 4" PCC MEAND RING SID WALK P R CITY S D DWG. No ltlriA W=R" EX. PVMT WAwim *wo, EX. BASE dd REMOV EXISTING 8" PCC MEDIAN CURB CONST. CONC NEW BASF CURB & GUTTER CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 101 PER PLAN e%mr .... . ...... DELTA L ------------- 7.50' 90* 00' 00" 23.56' 15.00' 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 AIN_ -- --------....... ... . _4 .. . ........ ..4 A— (A. A6 .I ..... . ..... r .... ...... ZZ ....... . ..... .... ------ � 4-41-014 .... . ........ .......... .. ......... ...... 17 ------- . ........ ....... . ... .. -4, t7 - - ------- . ......... . .. .......... ..... . . .. ......... - --- ----- ... .... ..... . .. ...... 14 _87 CA _T_ 4 3- ME ............ ........ I ...... ....... .4 T- A -------- - ---- - -------- ---------- Z::._4 -------- - 3- _ %.):- . f . " -r -,- -.-Ji. , - .: - -. i - - - - - A - - � , ........ --11-1A 1-1- , ---;:;;ll:-.- - I ___ -l.___-&_____!. , 'i- '-. AT,-:- ...... .... .0- . ..... ------------ . ..... ------ f .... . ........ - -------- '17A ....... . ..... ........... .. .......... ...... . . ..... ........ - -------- - ----- ----------- --- ------- ------ ---- -- i_-_ ....... ....... ... ..... ------ - ..... ......... 7:_ 'j" 4. 4 . . ........... �j ........... ........... ..... .... �__....; . ........... ... ...... . .... . ...... ... . .... ..... . ..... ........ ----------- .......... .. 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'FILE SCALE ....... ...... ........ 4 p . ..... t 7_1_ . ... ... - ---- - ---- 4 ---------- ------ l..; --- - --- ... . ....... ....... ------- - - :Jz HORIZ: 1 40' --------- ....... _r .. ........ .......... . .......... . .... . ...... _4_ . . .... 8 ------ VERT. 1 ----------- . ........ ...... . . ........ t--- ........... . ........... . _--1 ........ . ......... ..... . ....... - ------ ----- --- ...... - ---------- ---------- ---------- ------ Z_ __1 20 21 22 Z6 24 25 26 27 28 29 30 000 4 SEE SHEET NO, 3 :D TR 15863-1 TR 15863-1 Z LOT 17 TR 15863 TR 15863-1 TR 15863-1 LOT 5 1 TR 15863 1 TR 15863 1 TR 15863-11 TR 15863-11 TR 15863-1 1 TR 1586.3-1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 TR 15863-1 TR 15863-1 LOT 16 LOT 6 TFR A T M A P NO, -j5",,-,*,5-'5" IJ 1PIS LOT A ECR + =31 LOT A LANDSCA E AREA 0) bc +47.35 04 101 [AN CAI L. P) C3 0 now :3 am= ST. ROW C"IT T._f?QW 10 dau" is ST. ROW C EX. C&G 4 4 4 wo" 88.44)TC 87.6 9)Fl �zz 7 EX. C&G 0 LO z 0/ x XX ci�l ex NOO*08'49" S_ (1 387.73)TC A- jj BEEC AVENUE 2:2z 2 MOC 22 24- (1587.13) - 90.50FS -2-3 5- 2:7 W W 29 1 07Y DWG. 2445 JOIN EXI ING 89.54 ttR -1% 3 c%j 90.47F 7 '�EXIST 1 WATER SD MEDIA to 88.87FS �0 STA= 19+15.17 EX. C&G .17 TC (V 92.46)TC clq 9.55)F cv 91.81) -FL ul SEE CR DWG. NO. 2445 105.86)l C EX. C&G EX. C&G . .... n- 105.23)r EX. C&G W EX. C&G ST. ROW Lj 0 U-) ST. ROW ST. ROW ---- 3!: -W ST. ROW ST. ROW .j C4 STA 21+61-95 BEECH AV. EXIST MEDIAN C z TA 20+10.04 T_ BEECH AV. (91.45) FS c i Bl---- AVEN U E STA 30+00.00 Li TRACT BOUNDARY BEECH AV uj zj LEGEND AC PAVEMENT STA 14+22.28 WALNUT AV. THICKNESS= (07.19) FS SHADE AREA INDICATES CONSTRU ION NOTES, EXISTING THICKNESS NEW AC PAVEMENT AREA PLUS 0.1' MIN. CONSTRUCT 6.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE 0.1' MIN. 4-,nll (cZrP* r- KI KInTr' K10 -41 1, -X f) ) I _. /L PER PLAN 12 OVFPIAY rr)KIKAHKIITV MAJ TM # q I- %.,- KAATrW p WA L N v I'M 1�� U%.A 1 IVIN t I�i INU Irp EXISIING 0.77' 2% MIN R.O.W. R.O.w. 2% EVEL LINE 2% 2 7* 7* 161 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 EX. SURFACE EX. SURFACE 6'� CONSTRUCT 4" PCC MEAND RING SID WALK P R CITY S D DWG. No ltlriA W=R" EX. PVMT WAwim *wo, EX. BASE dd REMOV EXISTING 8" PCC MEDIAN CURB CONST. CONC NEW BASF CURB & GUTTER CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 101 PER PLAN e%mr 0 20 40 80 - _L 1ION @ SAWCUT AND REMOVE ALL EXISTING PAVEMENT - 21 Utt. t �& L M It N I -L.T. F I L L b - (; SCALE : 1"=40' 4 1 0 1 $1 . 1 NTS W 12 33' 141 1. 33" 12 9 52' 52 104' R.O.W. I A nCPADC' EASEMENT UtmL&;H L4Qtv NTS TRAFFIC INDEX = 9.0 - 10.5 OWNER R DELTA L T 7.50' 90* 00' 00" 23.56' 15.00' 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 0 20 40 80 - _L 1ION @ SAWCUT AND REMOVE ALL EXISTING PAVEMENT - 21 Utt. t �& L M It N I -L.T. F I L L b - (; SCALE : 1"=40' 4 1 0 1 $1 . 1 NTS W 12 33' 141 1. 33" 12 9 52' 52 104' R.O.W. I A nCPADC' EASEMENT UtmL&;H L4Qtv NTS TRAFFIC INDEX = 9.0 - 10.5 OWNER ENGINEER CITY NO. REMSIONS 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 A- 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 PREPARED BY; C Y OF FONTANA No. 41497 FOCUS ENGINEERING, INC. DRAWN BY: STREET IMPROVEMENT PLAN (OFF-STIE) 11AIE: 25 MAUCHLY. SUITE 317 AUTOCAD E)P* 12/31/03 IRVINE, CA 92618 DESIGNED BY: BEECH AVE UF PER PLAN TEL: (949) 450-0590 $ DATE: elvilu FAX: (949) 450-0592 FROM WA AV�NUET 9�s Ly J. H. L. /-\ - 1 /0 99 02-2001 or001-i UNDER THE SUPERVISION OF: CHECKED APPROVED.- DWG NO. IE C. LIU, RCE -:41-497- A�j C.C.L. fit. nlTv 2