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EX. MAIL 'vp, '=,-/-070 • I 64.69 TC ..- . BOXES 6 6 v-11' 0 62.97FL 64.02 FL 65.91 FL - .74 FL X. PP TO BE RELOCATKR .„--- 68.30 FL (68.11)FL w. 67.86 FL i (67.84)FL --.... .......e.:- - / oc IX ...- ---- ,•,•,.65-L..__146,_ _.,..,,,,,___ EX. EDGE OF PVMT 32' r•r) '4.,1.: EX. AC EX. EDGE OF PVMT AvENu . A ow zUJ ‘ Vil+Ni4E.X.112SVING -.1 12+00 SWALE \v/ , 1,31-00 0\4 18'4- 34 aD, N 1---rirp4 at, •+0 0 CK W _ EP , EP EP PYMT EP FL 141°-,'.44.00 i mg" 8+00 Iv N89.2911 E 9+00 _ _ 7=7 _ ....... s 5+001 b-I-00 .44T _ _ .-_ __. (6k2O_Y_ _467,70)7 ..., 4+00 .._••---- _ - FS FS (65.9cj.. - (66.70) •S .-- - S(68.26) _ V7V iv (61.831/ T6F1.87 I - (62.16)/ .,,..- .3_ - 68,60 s_ ,(6,8 EX. EDGE OF PVM17 , _ _ ,,,. _____ _ _ _ W I ,r- ) ( EX7EDGE OF PVMT .. Ex, w„„ ... _ , . .__ -- -vox- --7------fig----- ---xvc----F-s-----, _. cTREET CENTERLINE-INTERSECTIO N W __ ___ . _ / FS ... I 0 I 44' EX. FH 8127 65 RaiNLAU_Alt.EULJF (58.37)F.L....dj 24" CMP .... /MO 0•••••MMEMMS. Ex. R7 0111101011MMIM00•0 MED 11•111•MINM00100111•0) 41•11= 1•11, S'LY ST R/W, ,..„ ,„„,„ ewe ams ememomino mar 01(00 •••=11181011000010000. OM. 0•00f =1 0+0 0.0 0 SYCAMORE LANE EX. R/W , Ix. i ° EX. WM ..........._1 ..... mammatamm am am EX. R/W RA \ DALL AVENUE CONSTRUCTION NOTES C.) CONSTRUCT 8" FCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 ix PI/HT IA': P1/497 1-- 1-- RPOTECT-/N-PIACE z P/?0TECT-/N-PbeICF z 0 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 VARIES LL.,Lii-J LsJ LiJ k e'l SAWCUT LINE SAWCUT LINE 0 2'' AC CAP j .TYP) I N12;X4515;Sy iTt,AI\p,Nsy,G c:::,LL1 a LL, 0 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, S=5' ..••': /7/2/7/1/77/7//.Z.7/..///%//////22)57/7//,/,!//////////////t.4 CONST. AC BERM WITH TC 5PER2:0 < .o... ° Flr-R1517Lc)J-01Nitr'EXIS--.-(.-; /TING 1 Ld> < •Cl. 0 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED W=8') ,:.„„...................../...x.......y.....,y..................................................................................•......................................................4.4.4.........0, x EXISTING >- x F_XISTING oe •••••••••••••••••0••0•••0•••••0 0 9••0•0••0•••0 0•0 0: 40.0,0.0.0.7.0.0.0.•••••••••••=07.11.040.0.0.0. • SAND BASE PER DETAIL ,e -....1 1.5570"v wi„... ., ••••••••••••••••••••••••••••••••••••••••••••••••40••••• 0, Ll..i U... SOUTHERLY - 0. SOUTHERLY l SHOWN HEREON. e vAR r0.W. ___ fiE.W. CLEAN SAND • 0 z cj• 2,45%0A 1 0 9 INSTALL "STOP" SIGN AND POST 10 INSTALL 12" WHITE LIMIT LINE R.O.W --4-- •-• - vAR . -- 0 INSTALL "STOP" PAVEMENT MARKING - :..: -... . : ••: 8" AC BERM ,,, ...4 ____ ...„amm-- CONST. 8'' AC .,..... . ._ CONC. CURB ac GUTTER . I- Act TC PER ,. 1 ,. to BERM 'IMIP \° Itir PLAN NORTHERLY 4) AC BERM WITH SAND BASE DETAIL p‘....N4 NOT TO SCALE ... voiM;Volr. - 0 ••.... / / / .,,I° / / /, 1 0 CONSTRUCT 4'' A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) ockoVESSInft,„ --.1 I 1 32' 30' , „.., / 1 1 1 CURVE DATA 76' ROW 1 62' EX. ROW 0 CONSTRUCT FCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1005, W=16' ---\\kG-L-7-4P ,,,,s"Y'''(,z,S\ 4, ‹,- , ,-...3. *.. -- . 0 R DELTA L Tc.,.., cc = , 45846G-'3\I 70 1 NTS NTS A SECTION A-A RANDALL AVENUE RANDALL AVENUE 9 CONSTRUCT STREET LIGHTS PER STREET LIGHT PLAN 1 3500' 90° 00' 00" 54.98' 35.00 9 CONSTRUCT 6.5" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED . ' ' ' " ' _ ' , Exp. 2/31/0 // * ,s,?, , '1 ' It_ -- ' 4'; ki4k -- ' .4 ') t. • C Pk‘L\' NTS TRAFFIC INDEX = 9 TRAFFIC INDEX = 9 (5) (E.) NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) 2 30.0090000047.1230.00 (STA. 6+60.39 TO 9+28.29) (STA. 9+28.29 TO 11 +14.12) SAWCUT AND REMOVE EXISTING PAVEMENT 41 CONSTRUCT 8" AC BERM WITH SAND BASE AS SHOWN ON SHEET 4 OF 5 (AC BERM PER CITY STANDARD DWG NO. 136.) - 0 20 40 80 LINE DATA OWNER/DEVELOPER• ENGINEER CITY .I mmeNO. REVISIONS • BENCHMARK PREPARED UNDER THE SUPERVISION OF: Girt' OF FONTANA CALIFORNIA APPROVAL DATE APPROVAL DATE I MMONniuiliMMEMMIll ,,sikpfEssokie FOCUS ENGINEERING, INC. SCALE : 1"=40' 0 BEARING DISTANCE TSE YING FAN AND SHIH YU FAN; BM #8-17 ELEV=1428.609 ,,...,:, .`,„',.. ,,,,,i.,\...IN Lie, (e,.i., 25 MAUCHLY, SUITE 317 STREET IMPROVEMENT PLAN C') Csi\ A S 000010" W 44.30' AND RAY WONG, OWNERS. c., 0 r., IRVINE, CA 92618 DRAWN BY: TRACT 1 6378 SCALE: B S 00°00'10" W 95.51 ' C/O CAL-BEST REALTY A DEPARTMENT OF TRANSPORTATION L--, No. 41497 r" c= * ,z) * TEL: (949) 450-0590 J.H. LEE PER PLAN _ RANDALL AVENUE FAX: (949) 450 0592 DESIGNED BY: DATE: , 311 EAST VALLEY BLVD., SUITE 108 //\\\ NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON .9). CIM. ...:Z.t.. ALEX. C (FROM 660'± WEST OF CATAWBA AVE. TO CATAWBA AVE.) 2005-09-19 ci2.-* DWG NO. 4 SAN GABRIEL, CA 91776 . _ 1.. '":„. -D.. _ APPROVED BY: / TEL: (626) 571 -6688 /' \, iltivolT ICt.IA,l... Setki... ‘,-1. . Offitki ' TOWER. - OF CPk\-\. DATE • €9„17/Or . ,, CHECKED BY: tti...4:74,‘...s....1 J''' , I FAX: (626) 571 -8566 . A\ REVISEV EL*VAT't 0145 PCIL AS-1SV ler VI.) adlivt C LIE C. LIU, RCE: 41497 C. C. L. 'ELA Fililt .."---.1.-4..,%://t1 CITY ENrINEER R.C.E. 51152 DATE: 3941 Z.2...1 .