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OF 1250' VC P1=159.x.96 E R=3.856% 1 i I WEST TOP OF CURB OF MEDIAN n o� Q L� VJ 00 rn �U') �V_ ' € 45+ 46+00 Q U E I t E {.L f i 1590.11- 00 N O mly I 4 ? c d- + i Lr)to tD i E € d" 00.. i � �Lo Cy) s f w €? 0 RADIUS LENGTH (%1 w � > s 15.11' C-4 o r + LO cr) cn I - — U_ 0 oo�_ O +LO f — — — — 0 —LO 0¢Q �/ +o LLJ — GOODNo- E R=3.856% 1 i I WEST TOP OF CURB OF MEDIAN n o� Q L� VJ 00 rn �U') �V_ ' € 45+ 46+00 Q U E I t E {.L f i 1590.11- 00 N O mly I 4 ? c d- + i Lr)to tD i E € d" 00.. i � �Lo Cy) s f PORT. OF 1250' VC P1=1596.16 i f clow ® s4 clow 0=0- i� i. ( i i � E £ I � 1 STRIPING PLAN SCALE: 1"=20' l I M w €? 0 RADIUS LENGTH (%1 w � U J m ■ pg� F I 15.11' O W aw. C 180'00'00" 2.00' 6.28' <infinite> U_ 0 oo�_ ,_ L r w + 0¢Q / 4 +o LLJ w 0 (n z w V) V1 w M Irl r PORT. OF 1250' VC P1=1596.16 i f clow ® s4 clow 0=0- i� i. ( i i � E £ I � 1 STRIPING PLAN SCALE: 1"=20' l I M CURVE DATA DELTA RADIUS LENGTH TANGENT U 00 15.11' B 09'29'13" 182.00' 30.14' 15.10' C 180'00'00" 2.00' 6.28' <infinite> X w Z F_ 0 (n opoommmm000in own OMP HUNTER'S RIDGE PARK DRWY. PER DWG. NO. 2482 PG 46+67.88 DRIVEWAY C/L INT. 46+70.74 CHERRY AVE C/L INT. 2' I 4' 17 p�q� pFR C-4 EXIST. PAVEMENT o 7 2% .; PAVEMENTING 1 ^� r rnC H E R R Y N 44 00 43+00CD t 3°�m-..� .a.�.,�.<.... e.m«..,...,,.�.. �s ��m,r.m ,.ue,.-.<,.�„<,.<� �+..u.v 5 ,a.....,. .w ._.�., er w..�-y:».�,..,.. e.+.,.�.,,w_..,�... p c..�aaa..�v.,r.+.�<..�..onnu.w..:W.e..-�........,.s...c�,.. wK .�.»,ti •, ,.�+1...,.+._...>, •....«.....,.... �.,...<,..-w�,. ....<e,�.a� aa.�. .. .,...n..,.,�. .�o..:.w�,«......> NI LO S0. CAL. 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NO. 2390 SIMS _.own OWS ommw MEND w z Z 0 1 w ' TRACT NO. 14570 J / (f) f Q wn — — — W U_ I O REVISIONS The 45P Consultina Group 150 El Camino Real, Suite 120 Tustin, California 92780 (714)573-4425 FAX (714)669-9150 PREPARED UDE HE SUPERVISION OF: ENGR S.L DATE APPROVAL THOMA A. PETERSEN R.C.E. 35275 PROV I &=_=1 I APPROVADATE SECTION A -A NOT TO SCALE CONSTRUCTION NOTES: w z U a N fJOIN EXISTING PAVEMENT a—CONST. 5" AC OVER 6.5" AB OVER 12" OF 95% COMPACTED NATIVE, SEE STREET IMPROVEMENTS GENERAL NOTES NO. 6 & 7 ON SHEET 1. Q__CONST. 6" PCC CURB PER CITY OF FONTANA STD. NO. 101 @_SAWCUT AND REMOVE EXISTING CURB, MEDIAN AND A.C. PAVEMENT. PAVING SHALL BE REMOVED TO WITHIN 1 OF THE CURB @—APPLY 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS TRAFFIC DETAIL NO. 38 Q__APPLY TYPE IV(R) SOLID WHITE ARROW AS SHOWN PLACE R7 SIGN WITH TYPE K MARKER @—CONSTRUCT COBBLESTONE STONE MEDIAN TREATMENT PER CITY OF FONTANA STD. NO. 145. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. CITY OF FONTANA, CALIFORNIA I PUBLIC WORKS DEPARTMENT DRAWN BY LCS DESIGNED BY SES CHECKED BY TAP -7 JOB N0. DATE: LEFT TURN POCKET SCALE: CHERRY AVENUE VERT. ', -4� STA. 44+24.87 TO STA. 46+14.87 DATE: PLAN AND PROFILE 07/29/98 D � �¢��, DR. N0. SHT. N0. Ov CIN ENGINEER R.C.E. 25126 a6 SS 20F 2 CURVE DATA DELTA RADIUS LENGTH TANGENT A 09'2922" 182.00' 30.14' 15.11' B 09'29'13" 182.00' 30.14' 15.10' C 180'00'00" 2.00' 6.28' <infinite> M mom � � m 00 p U N Q� I._ W Z W �Z �WL_0 cn m O � Na3:f27S * Exp.9/30/99 A 2 C jK 1f EEE CROWN 4+ o N 00 W 100.00 11'10' _ _ _ u — C kr 6 N . n .eT �.. .._ .. ,. .....�<m.....y ..,..._....,,,....�.�. .��.:.w....,...a,�. ...,.,.<.�...,,..,..,,. .� r...:>...<, ..,...,,.,..,.o...,... an,�.<:�.<s... ,<»xx,,.,..a.,.�.� .�..-.�.,,...,.,,��,. n...o..m...... v.a w,..,..,..,..,,,.,Y.4 ,�....,,,m,,....�.. ..�.,�......,M.W.�.., ,.,:<,....,.�..-»�.4"w. _ H.,, �..,,....,.,.,-...T,..,,... .........,,..«..w. ,.....,a,...tim..,� .�..,.. } a•...,.,�..,.....a. .,.<,�..,,..:...�..m. .w,�,...,,.,.dw.�e .<....,�.. a..,W.mA.a,.. ..u<v..�.d,<....a a.<a<. yy ,n.... .,. ..,,..:...<w,++. ...-,...-:.,.....,e..,.< � e.w... ...a.,,......w....,<.... ....,�.�.,<r<..,,...... _,.-,<ss«.a.v�... .x.�.:..-w...,.. :.<�4 � �'�'j`�_� a.,.......- �.:.zmm,...,,. � »,�,..mm..`... ..•.,_.....,,.am,..,,.. ....�.:...:.,e.ac..- ...,.e.<«.,._ I 1 3°3 ! ' I _A4 CONDUIT PER DWG. NO. 2390 SIMS _.own OWS ommw MEND w z Z 0 1 w ' TRACT NO. 14570 J / (f) f Q wn — — — W U_ I O REVISIONS The 45P Consultina Group 150 El Camino Real, Suite 120 Tustin, California 92780 (714)573-4425 FAX (714)669-9150 PREPARED UDE HE SUPERVISION OF: ENGR S.L DATE APPROVAL THOMA A. PETERSEN R.C.E. 35275 PROV I &=_=1 I APPROVADATE SECTION A -A NOT TO SCALE CONSTRUCTION NOTES: w z U a N fJOIN EXISTING PAVEMENT a—CONST. 5" AC OVER 6.5" AB OVER 12" OF 95% COMPACTED NATIVE, SEE STREET IMPROVEMENTS GENERAL NOTES NO. 6 & 7 ON SHEET 1. Q__CONST. 6" PCC CURB PER CITY OF FONTANA STD. NO. 101 @_SAWCUT AND REMOVE EXISTING CURB, MEDIAN AND A.C. PAVEMENT. PAVING SHALL BE REMOVED TO WITHIN 1 OF THE CURB @—APPLY 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS TRAFFIC DETAIL NO. 38 Q__APPLY TYPE IV(R) SOLID WHITE ARROW AS SHOWN PLACE R7 SIGN WITH TYPE K MARKER @—CONSTRUCT COBBLESTONE STONE MEDIAN TREATMENT PER CITY OF FONTANA STD. NO. 145. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. CITY OF FONTANA, CALIFORNIA I PUBLIC WORKS DEPARTMENT DRAWN BY LCS DESIGNED BY SES CHECKED BY TAP -7 JOB N0. DATE: LEFT TURN POCKET SCALE: CHERRY AVENUE VERT. ', -4� STA. 44+24.87 TO STA. 46+14.87 DATE: PLAN AND PROFILE 07/29/98 D � �¢��, DR. N0. SHT. N0. Ov CIN ENGINEER R.C.E. 25126 a6 SS 20F 2