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L S-7.'Z 1•4 2 Z> EX' 're @ L''.' 0 0 CY)rl • ' --.„„„ r- LY-,(,, -4- '5° • Lt... ........... o cF> < n f, _I_ ''t 11.-- F"--. L4i. ., CURB (--) 0 -..... S + 0 ,+, . ,..„,,,, oi o ,, 0 ,.... _ .....„ - --_-._, 33 3_3-3-7_...1-:„IL-_ __ . , . .. -__:-..r.- ____.-.J.L___-_-,_. ,,,-L. _H -t ___,,:::::, F.--- , , -„, , ,. . + ..,.. 00 1-- . : co I 0 0 a- 00 .1- • <53 Icn 21 `"--•• I'' 't ch - L--- Li --(:"--)< - 1 z''' -I- , ---- r _- •-,--2--_t_- :11_ - I_ __4-_-__ 4___ .,_:,ce: - c* 00 ' I- -+ ;-- ' __ _ _ F..., ..i <11)/1111, 00 _..00 oo -4: 0 C.) It A. 80 Li)Lk. - _. _ "ct< 00 0 .4; •}- c;I-- Li.2.--. C.) ' , 80 0 0 - I- CO CV'.er) .. 0 f.„... re) ',4- -4.....0..... . -, s.....L...72-7 ,___-COrs„.. i ,____,, __ _ __ ,_ _, , _....____. 1 *--'-'-'-'''- - owz,L, :70: „. ...,_, c., , , z.:__„:,(' 0. u.....-1 co`t ,9, LI)--- ' .1' , La,,_,(0 00 ,..... cb 0 4, _ ,_ co to "_4_____1_rc),..j EDGE OF PAVEMENT _ cc, ......„ _ „....,„ co, -_-,-- r, szr:1.27'. r--(1) 1- Ci: 1 7 ,-- -I.::-- - N.- arLi... . (5)Li_ . .......i -F t: :1---- i - t---. -_ - -E---- r•-• 0)u._. cyj Li ' NV ., - 3-- 1-- . A L.,.... , Lo to _ _ OD In + -i.- --I ------ --.-:-.-----0. _ .4- ,--1"-- OLi_ 1.---: ----,_ -____ <--P-- j_ ,' . t -_ -J ,- - , 4 1 ' co _ F- -- i -------._ Sz.-..-/, o r-, 4 - _ -, 36% -- - _ , I 1 ,4.. -1 -4:- --, : A- --------=-1.-- .....,,.... _,,..... r.....N ::::: _ii-_-0-Li_- 3-3, >rs- _ ___._.1 I- -Pr) -3 _-_-__7_-_:::-71-:+-_-___ PROFILE SCALE I ' 1 la-----=-4_-----• _i _ , -__ _- ' ---,-- =-7-___ _-_74 , ' f-_,-- .-T_-- I , .........._.,..„ . _. _., ,- --:-. ,. I -1_-_-_-: -t-_-_72.1 ,1 , fr„ , , HORIZ: 1 " - 40' 1_ 4 - VERT. 1 " = 4' -1.--=_-I- _ _ _ , 21 +00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 z SAWCUT LINE 0 SAWCUT LINE CONST. AC DIKE (i.08%miN) JOIN EXISTING I-- c) L., TC PER JOIN EXISTING ALONG TAPER 1.72%MIN (2.08%MAX) GrX, Pi/4r (1)..,,,, 1......., PLAN 2.03%MAX i' PROTECT-/N-PLACE t.,, z 0 ....„,s..'"N..) , 1,22%Vt\N v/r1e.7-PY4/7" PROTECT-//V-PlACE WESTERLY 2% EASTERLY 1- I-0 NG vAR. -r ici 16027 LOT 1 WESTERLY(g) 2% 2.277•\\AX 2% EASTERLY vAR, -*--- R 0 W • • • I I'ViB '28 5 I 27-28 L.4.` -16027J L DT 13 \sve / , P A R C II'L I\i1A T-T) -J135 u...i ,-, ivjB 285/27-28 TF-1 16027J L C)Tr 2 I(ZN,',) 0 i 3'4- 1 -r R 16027J L 0-r 3 112.-21'1 PJVIB -JO/66 JVJB 285'i 27-28 MB '285/27-2,8 C'''') EP IlD s•I / 1 .,.,............n./ 0.5' 5' 6.5' 22' 22' 6.5' 5.5' -- _LOT LINE LOT LINE LOT LINE --..,, •=•• oil, (Z) -r F.), .18027 LOT A 12' MIN 22 MAX 22' 6.5' 5.5' -r.,- ,_ ELY ROW 9 -15'027,' L 0 T B MB 28 /27-98 ... T 7,\E'LY RIGHT-OF-WAY 1 12' 44' 12' I t 12' MIN/ 44' 12' \EX. STREET RIGHT-OF-WAY / E:„LY ROW ....1-- (4-1.118801..4.44C9)FL 84EL-CGU-frET:R NI - 87)1r. ,,m , =Mb 0111111.11111• 01•••• mean r•-• .... .... ..-(.4443.2.443 174- 68' R.O.W. t - - - (1180.89)FL (1 1 77.21) S=300 rr) EX. EDGE >4: + LINE OF SIGHT C 'l vi 68' R.O.W. (1 1 78.39 (1177.89) CO (0 CATAWBA AVENUE (1182.41).7182.41)TC F_., 00 zii: ..lx-.:2 EP EP 17 (117Fs8.09)\ .1 EP EP V=40 MPH (1174.331 OF PVMT (ii 71.29)W CATAWBA AVENUE (5 A. 11 +63.74 STA. 16+63.74) (1183.27) (1182.79)FL 0.4 FS \ FS \ (1181,81)FL (1181.58)\(1181.23 70 //IC) FS F •IN X. E(X1.17 .P60) FS (1177.85) (1177.23) JOIN EX(.11F7s7.37< 16 (1176.95) FS \ - - 4 15 I 1 T 14 - F---'-s-----N 13 12 Fs (STA. 16+63.74 - STA. 19+93.59) TRAFFIC INDEX - 6.5 r ---\-J 0 I Nri..EX. (01 ; Nirr.)01.0',E (CO .c\INI ((-111,2i21:95914)FcL 1 1 1 1 T b CONST.( CA7;21WBA AVE/VIJE JOIN EX. JOIN EX. --) cr) 1 181.09 Td 9 •2TC _P 410 c0, _j LaLt-i eD ...+,. (1179.43)FL NTS NTS (ii 83.53)TC 80. _ell,--- • (...„) -- 0,1 - - -_-_,..- -- TRAFFIC INDEX = 6,5 .Z.(,:82.87)FL 1181.31 F In jawy\ (11 80.53 FL et 1 1 EP LINE OF SIGHT --0(.=-C--84G,---f-_-_-_ fit'Irr lorqpiorgir Alvarnsw r.:) _ - EP I .4... ..I... - -. Ali= - V S anal leo. 01111.10 .... .......,_EX. STREET_tRIGHT-10E-W,f\Y rsr) ''..1 I 'UM. Me0 VI illet1011M11* I 411•1111• 44•1.I 411•11.11.110041MMOMM MOM 15•001110. M. S=300' PROTECT-IN-PLACE . ..... itmlor allni/011111.11 ..... 40 CA.,'"- V=40 MPH -W'LY ROW o R- .... e 9---,,,,1... .. 477.54 FL 8"CF 1- II 500 LF TAPER I -1.- I I I I I --- 1 I z z 80:74 FL I I I Z hill TED L/SE flifF4 vitc itz, , ,.._, ' `ROP. R/77-T' 5' 9 ozlo „4. ...78.21TC II 01:50 (50 MPH MAX) azi 1-- 1- ol= f•-•.r.„.; CUB END O a cF 1,CGOUN7C E. R 1.1..J i LL.1 1,\\ I( I I L 1 1 ,-- t_LI 1 I EX.I MAIL bOX Z7-€1,E27:c/./..CPRRI/:P,4' TO BE REMOVED 1 STA=14+49.03 to STA=14+49.03 LIJ (..0 0 V) e. ::1, --.. 0 V) L... I.J- -rir-zi-1-3 037:, LOT 18 i + 0 r is--• r.z) (_) --I rii vl diiilik Cy; Ct Ci (0 I 1 L.L.. I IINI/111 L'--II\ifil 1 c.c-) 6 000 co c;:r) d 0117.t., LI- N + SEE SHEET NO. 2 Z. v) ii ' 0 + •i„,6' 1 0 Li) CD n + -N-)4 o c,_ LLII c\I o(:_i 1- oc.. `• z."\1 g a_ •:1- 1,... i r.r) ',:i N C:)a. Lti N 0 V) -r- u_, 15 .,,-).z , ,,,1,,t1 E ...o , -4- Z 0 co -0= CO IN =.1 N If)= LI- in z 1 Z 1 •,.... LLJ ." ir 0 , 1-..1 = CN I b= 1-- 1- uj><'fxc)wc) d i CONSTRUCTION NOTES 2-..., 1-- -r• V) t- 1- ali....................16Ma BMW 960.110 I (Tr) 1 111 0 < CO ,Zi. M.N. OMB 610111100110 =NM fai. 0 ui 1--. •C.,) 1-11-) r;r) 0 + F- __ a_ a.: LLI x 1...LI XL-IL) 101- x,,L-.-1.1 + -No r„,..1.-. X t-Licc(-) '‘c\C):1 F- •••\I I g., •c_..) Lil 0 LL.1 t-0 -I c\I 1-1-i CD 0 I-L-1 CD C) 0 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 1 L.Li la. CC cl CC 0 CC Ct- CL ,I-LI 1.).- 0 CL r)r) A....,...., 1 1.-- c 0- CL 0 0- ® CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 TR-13037J LOT 17 i(.(--3 LA_ o Ix L cr.) ___i I 0 I o r /-3 ,..., o 0_ 1 9.1 1.1.1 ,.'' cr • 1:.'t-- LOT 1 8 t I 32' 32' -1:_. - j CL r 1...4.se- Li..1 \ E.1, --- I EL, I t-I <C ...I., C,) CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO, 1015, S.5' 1\/16 190/61-62 Ct la- I.L1 Cl- 4:-.-. ..,..„ Z 1 '? '' APNJ 02-33-i 22-84 <C i '.. 11 17.:1 N <, 10 C) CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED W=8') = <C, LL, r LOT 1 6 I I I I -I I I i 0 INSTALL 12" WHITE LIMIT LINE SEE SHT 2 C) INSTALL "STOP" PAVEMENT MARKING C INSTALL "STOP" SIGN AND POST CATAWBA AVENUE 4 c) CONSTRUCT 4" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED ,,,skoV ES S/avi, NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) 'Y CURVE DATA 9N G-t/4 ct,.., C) CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1005, LINE DATA ,&.31<.'"'s) \\ ..,:„.., *. .., W.16' 0 R DELTA L T c.., Lu '' C 0 -Zrri A . 45846 z , 0 BEARING DISTANCE c.) 0 80 CD CONSTRUCT STREET LIGHTS PER STREET LIGHT PLAN 1 35.00' 90° 00' 00" 54.98' 35.00' - A S 00.00'10" W 44.30' * Ex• 1 /3 1 0 * rimimwkim....rwwwmmNNm9 Ct CONSTRUCT 6.5" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED 2 30.00' 90- 00' 00" 4 7.1 2' 30.00' - _ ,.. LH_ SCALE : 1"=40' P NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) B S 00'00'10" W 95.51 ' - (-Pis-97-e 0 SAWCUT AND REMOVE EXISTING PAVEMENT 0 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER CITY STANDARD DWG NO. 136 (EXCEPT EXISTING DRIVEWAY AREA) 0 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 103. (WIDTH MATCH EXISTING) REVISIONS ENGINEER CITY BENCHMARK PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA1 CALIFORNIA (JOIN EXISITNG ELEVATION 0 PROPERTY LINE) OWNER/DEVELOPER: NO. APPROVAL DATE APPROVAL DATE FOCUS ENGINEERING, INC. TSE YING FAN AND SH1H YU FAN; BM #8-17 ELEV=1428.609 25 MAUCH LY, SUITE 317 STREET IMPROVEMENT PLAN AND RAY WONG, OWNERS. A --... DEPARTMENT OF TRANSPORTATION ,,...,:ck.Q:' ,,,,1..IN 1 ilo, Ft,, <..... ,,..., No. 41497 IRVINE, CA 92618 TEL: (949) 450-0590 DRAWN BY: J.H. LEE TRACT 1 6378 SCALE: PER PLAN C/0 CAL-BEST REALTY /7\ BRASS DISC. MARKED 8-17 QC 72) * EXP. 12/31/05 *. FAX: (949) 450-0592 DESIGNED BY: CATAWBA AVENUE DATE: 311 EAST VALLEY BLVD., SUITE 108 //\\ NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON ALEX. C FROM 1644 N/0 RANDALL AVE. TO 994'1- N/0 RANDALL AVE 2005-09-19 _ SAN GABRIEL, CA 91776 .../t, CIVk\- c, ,*"",,, ' OF ..,el----,- ',,,.„, DATE APPROVED BY: (t,t_t_e/44:1,1 TEL: (626) 571 -6688 A\ APPITICtIA1... SEAL. \I_N. . 0 V24/()! TOWER. CM••\ CHECKED BY: .:70/1.. F.f.... f-•-‘1/4.1- /0/27/0r DWG NO. .._‘Z. CHARLIE C. LIU, RCE: 4149 C. C. L. VA FAX: (626) 571 -8566 3941 s.r. L. N. altgol CITY ENGINEER R.C.E. 51152 DATE: //1\\ ReVIS t17 ELe VAT‘40,41, PCVL AS-15V I LT ,.- - _