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' ,1, -I. . i,. _,_ , , . , , _, ., 4 I-- LLI . _I----- -----J- -4-- , - - 44 PROFILESCALE 44 - - , --i- ' -1-- -I i- 4 I' 4 ---t -•Ii I 1- 4-1-4 I- I , , . _ _ , -I' Li...1 i .-...i - -.1...- Z cr ' - ------1;----- ; 1 M V) -,- ; ., I.------i:- ,- - 1-- ---r-----; ------7-1---- -c-2-11717:- - HORIZ: 1 " - 40' '- ' „ •_t:-.-- .1-...' -...-_1_-- , i , . ___.- , , rt- ---, -,- 4 --.- , .-4 1 1 " = 4' ....... VERT. , . , .- , .1- . -. „ ..„,,,- - • - • , . , , . --, , , , 31 70-'--- ' . _ - , 1 _ __. _ ._, _ _ I ____ _ __,__ , -i 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 0.16' 016' (i) \\a 2% 11(#) =• S 300' R.0.W. fV=40MPH il CONSTRUCTION NOTES , ..----, R.0.W• IIIIIIII--- tw.____mor•pm..----_ ------' -: -.--I--1141 gum . i C) CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 . • - 40 ID 0 CO LOT 22 LINE OF SIGHT © INTERSECTION i I C) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG, NO. 1006 \ \ I I 1 [--. ... . PER CITY STD. #140 \\\II LIJ -4- i I 4.....1 ^,3 80.74 FL - I--u- C CONSTRUCT 4" PCO SIDEWALK PER CITY STD. DWG. NO. 1015, S=5' 0 INSTALL "STOP" PAVEMENT MARKING LOT 21 LOT 20 LOT 19 TRACT Lt.,JBOUNDARY 1,->ct Z 81.41TO EMI 40' 111111 \ \ LOT 23 1 r-- 1 I•4- cyc-) _a 4 ' ® CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED W=8') • LOT 24 \ J.,..., ,,,t- N.I (0 r' I is) I Ito CV '1 vi- 0 i 3 C) INSTALL 12" WHITE LIMIT LINE \ Po - 0 0 co + 0 a) + .,- ,- ..!-Q 'ti•- 1- --°0 (5) < L.L.1 II CD. 00)No DIANTHUS STREET LOT 25 N., . c, < II 0 a PO'sit 0) ^,.a,- 0 • I L.L1 - CO 00 0 PROPOSED • Q., NI C.f) '--. (3 INSTALL "STOP" SIGN AND POST ek „......... i.t. t-- Go v) R/W .4-...'cc aor•-• NTS ST, CENTER I INT c.,-) ,•,3' 11 (....) STA=18+59.25 r ) 0 C) CONSTRUCT 4" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED TRAFFIC INDEX = 5.5 • .111111/11‘111111/1111/IIIVIiit ..... < co PROPOSED A o NATIVE SOIL (SEE GEN. NOTE NO. 31 8c 32) 10+00.00 "DIANTHUS ST." __,gigtqrjllWdll"ftjteimimmm I-- Ifilliti k 0111111 Cr) 5' ifil o ...,„ _ `mtft..... 71 .54FS ,.., 73.60TC •- ‘' 72.93 FL N 'IN 75.73 FL 76.24 77.52TC ------____ Amaill.liwA atm" • °Nil% ° 7733.29STFCL. W C) w00_,NIS6T,RUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1005, Iv), _47/4/1/7711,45, ___ 76.85 F 77.234)P.---07, 4 , , ........ir, 79.84 STREET CENTERLINE INTERSECTION 0 CONSTRUCT STREET LIGHTS PER STREET LIGHT PLAN i r.,\78•35TC 1 .-47%,... N V/ 80.92TO lis „I..... /18+09.25 CATAWBA AVENUE • -• , , . C) 72.65 7-3,32FS i i +00 . o -NI 12+00 11) FS C) 78. 1 77.68 Fi NI 80.25FL • lip =15+01 .03 DIANTHUS STREET C) CONSTRUCT 6.5" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED Or FS'v , laD 73,4:TC 1111D • 7 C) 0-k 2% ,._ 1 _ Y9.56 (80.07) NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) DRIVEWAY CENTERLINE STATION LOT 26 0 -ast (11) ............. 2.8 1 FL - 111111111111' wo 75.73 FL , ...................., 77 26TC 76.59 FL (-) 410 1.3+00 SirREET_ 80.92TO C)c.„ L;GB '''' 78.35TC. , - + .:1"----- •ft . . LOT NUMBER DWY c.. STA. 72.04TC ‘-is 72.011 3.-- Ct ....USIA 02) Illiv r - cs., iftC-1): 1 FL - 11 10+74.90 111 0 . , FS 7 .17T Lc) LLJ PROPOSED (...) cod,- i•••••• IMOD 40111•1 31 11111b. . CO 12 11 +36.76 S71°17'29 W 17+83.06 R 'V + ,..,,,o ,z) tn Ao I-) \pROPOSED 51 12' 410 STA=17+59,25 1 _ 13 11 +74.39 LOT 27 RAD;BC (11 11,c) 71 . *FL h + 0 - BCR MATCH LINE / ,...., ,....- Nt.4.0- ......_ R/W ECR 1 ;,,,, ev,,,,e-H° .1 c") (...) LLI ..44- Po,....ki '1 r CURVE DATA 14 12+58.95 < ... -.,, +i_u 4 CD-) 4 - MATCH LINE 17+58,5.9Ec 71 .69 TC SEE SHEET NO. 3 1.- (f) z- c-q z .. ZC,. N•....) 15 12+91 .62 SEE SHEET NO. 3 71 .02 FL I 1 STA=17+83.06 *:-...11„+! - 0: + ' co 0) -4:t• r•-- . . 0 R DELTA L T 16 13+81 .26 STA.=17+58.59 1 i (r) ,:,--si. . r-,.°" Nc° ...‘.. 1 (,...) ''',1 i 17 , - • .. . &I I I 1 ._OT , 1 I LOT 12 1 LOT 13 LOT 14 LOT 15 LOT 16 I-- Li..1 II 1Z ' ‘ W 1 150.00' 18° 34' 01 " 48.61 ' 24.52' 0 18 13-1-48.03 wronnommose mem or. 1 I I <C W <0 , M Itil (11-)M .. 2 30.00' 90° 00' 00" 47.12' 30.00' 1 ols 3 130.00' 18° 35' 28" 42.18' 21 .28' 19 12+89.43 I LOT 17 > 20 12+01 .82 i 6, i 1 4 ' 4 170.00' 19° 06' 27" 56.69' 28.61 ' LINE DATA 21 11 +65.53 1 I LA..117+0 . „.......--..„ I 1 12' 1 .1 1 5 62,00' 18' 11 ' 42" 19.69' 9.93' _ 22 10+83.25 I ,,,, I ,s0 ES S 104/4 Q -Tex, LINE OF SIGHT @ INTERSECTION S=300' 6 58.00' . 126° 23' 24" 127.94' 114.80' 0 BEARING DISTANCE LOT 28 I 0, I \NG CNc ,--. .v\Z5 -L/44, •//,-, ......._. DANT _ ....., S STREET 'IV 40MPH 7 8 25.00' 130.00' 90° 00' 44" 19' 06' 27" 39.28' 43.35' 25.00' 21.88' A B N 89°29'11 '' E N 89'29'11 " E 123.77' 148.23' b co o -) -v LU •cz 45846 0 rn -Z nn C-) A 40 .1 9 170.00' _ 18° 35' 28" 55.16' 27.83' z 1 c = Ex . .31 10 45.00' 90' 00' 44" .. 70.70' 45.00' F * 11 150.00' 19° 06' 27" 50.02' 25.25' 47E- \.) OF C Pk\ 0 20 40 80 riMMEN6......1MMEMMIllmil , SCALE _.. l"=40' .. OWNER/DEVELOPER: NO. REVISIONS ENGINEER CITY APPROVAL DATE APPROVAL DATE . BENCHMARK . . . PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA ssok , . 3 , \ . -,s-co F E 4 FOCUS ENGINEERING, INC. TSE YING FAN AND SHIH YU FAN; / ..... BM #8-17 ELEV=1428.609 <,z,,, ,ck... 1,..1N/, <(...‘,,,..... As..? ,G, ',6-.) 25 MAUCH LY, SUITE 317 STREETov EA.ArTA IMPROVEMENT A P ROVEM ENT PLAN AND RAY WONG, OWNERS. ., c... ..„.... .x.- rr, IRVINE, CA 92618 DRAWN BY: AT.wR.A,C MAP 16378 SCALE: C/O CAL-BEST REALTY DEPARTMENT OF TRANSPORTATION L,-, No. 41497 r'.1 ce =, TEL: (949) 450-0590 J.H. LEE PER PLAN / _ . BRASS DISC. MARKED 8-17 EXP. 12/31/07 _ _- DATE :/r/d C - AGIC7‘1-1C14 AL . ____ ALEX. C DATE: NORTH SIDE FO HIGHLAND 1300 FEET EAST , DEHSEICGNK EE DD BY:YY:: AFFDR„.• DI A 1T/FIUS STREET 2005-09-19 311 EAST VALLEY BLVD., SUITE 108 4 E Al-. tk ) D4/211,4) ,,, lee-41.° - SAN GABRIEL, CA 91776 Z3.\__\ --. .. OF CHERRY ON THE BASE OF AN EDISON cri• c - ,. AVENUE - * SYCAMORE STREET TEL: (626) 571 -6688 /2\ REVISet) ELEVAT 1 0 N PEP, A5- BUILT 14 . s), 01200/ TOWER. Or cpv.\C ----- te -...... . DWG NO. 2 FAX: (626) 571-8566 /..... er..,/ ARLIE C. LIU, RCE: 41497 C. C. L.va 4.•41111,,%W..L. 4, ,.• • .11 elt:7 \ REVISED DRIVEWAY WIDTH ON LOT 18 (W=24') C.C.L. 04-05-2006 (p.1,0,0(0 -, 1 NG EER -•.C.E. 51 52 DATE: 3941 5