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IWATS U EXP. 30-1 •s i��i \ / , CITY ENGINEER R.C.E. 51152 DATE iii — — _�� fat _i_i_i_i_i_ rJ•�� iiirJ/iiiiii rJ•i iiiiiiiii iiiiiii ilii ii i rJ•i iliiiiiiiii rJ•i iiiiiiiii ilii ilii _ _ — i i • 1 rJ•i iiiiiiiii rJ•i iiiiiiiii ilii ilii rJ•i iiiiiiirJ/�i rJ•i iiiiiiiii rJ•i iiiiiirrllii ilii ilii ilii rJ•i iiiiii—ii rJ•i ii rJ•i ii rJ•i ii i�®iii ilii ilii ilii ilii ilii iii \1 •1 , - -.• - • - . G • / , iiiiiiii it G'GG ♦ � i GG iiiiiiii 666661 a� iiiiiii • ii iiiiiii il=l iiiiiii �<irllP7iiiiii. a�ar��iiiiia�!iiiiiiii iiiii • iiiiiiarri liiiia[Yl fa ■ rraiiiY•l—ilii iiiii i iiiia■-� a� iiiaa�iiiiiliiiii a�G iii!/iiiiii iiiii iiiiii•Y i iiiiar■,� GIGG �GGGGGGGGGGG GGGGG® GG��GGGGGGGGGGGGG a� ■��iiiiiiiiiiiiii — 666666 iiiiii 1111111111111111111-5 l+ ami iiiiiiiiii aali iiiiiiiiii GGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGG GG GGGGGGGGGG GGGGGGGGGGGGGGGGGG iiiiii iiiiii GGGGGIG i i!t•\li\' �iil iaca.Y■•/iiil 666661 666661 666661 6666661 -----ii—i---iii—i----l--i--i GGGGGGGGGGGGGGGGGGGGGGGGGGGI GGGGGGGGGGGGGGGGGGGGGGGGGGGI •• •• •• 9 52 51 50 co 48 495347 46 o + • 'Y 19960 - 2 co N co �oXAf�Q S 13 4 _ — oX oo�, ro — — �, "'2QP, r0 oo CisO `C4 2 12 11 -- 14 co N 41033 0 P SEWER — 2 � M 6 E Z < N PROP. WATER — 1- � � PROP. R/W- ,O l Pj o c - + U o -J 1 o U- 50 91 -2 3 �� 57 � O 60 — + w °'� / 2 V- 1— O �o cn 1. , .(:p "ce 3 `� 59 9 60 J GL �" O] �� V 0 6'� �' � 84 RIVER ASH WAY 83 DIN TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .!!!!!!!_V11!!!t__Ja'- NONE I�T�TT7T.liLlliiii� 1 , PIP— ;do, , \ '� ■ �� ■ i ra a r�iirao-a-a[ viii 1 " I — - i i_ii.■, _ • - LIirJN_JP1'1♦iil i _!!_ i_i_ i ■ Iii—milli L iii! �llii� ilii I. 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R/W- 41'52'33" 280.00' ,N WIM INIIIIIIII iLj m `D 0 co L 62 63 16+00 x �A .o cp oo �-A r, , cp 0 -o � e 17+00 EY OAK LANE \1 ALL E SHEAT 5 61 I , 10 20' 20' 1 Q o c? o C m n rn cpW�U,� �� c j 28 a w r 18+00 LOT "A" \ PARK P o° NIVII PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00" 25.00' 39.27' 25.00' C2 90° 00' 00" 25.00' 39.27' 25.00' C3 41'52'33" 280.00' 204.64' 107.13' C4 41'52'33" 300.00' 219.26' 114.79' C5 410 52' 33" 320.00' 233.88' 122.44' C6 270 02' 19" 320.00' 151.01' 76.94' C7 270 02' 19" 300.00' 141.57' 72.13' C8 270 02' 19" 280.00' 132.14' 67.32' 160 1 CONSTRUCTION NOTES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. 5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 14-15 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY BENCH MARK: BASIS OF BEARINGS: ENGINEER. # 6-7 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 14 REMOVE EXIST. BARRICADE CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA QFtOFESS/n SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO �� lwq F� IN—TRACT STREET IMPROVEMENT PLANS YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT =O SG � m No. 36637 MADOLE 9302 PITTSBURGH AVE., SURE 230 RANCHO CUCAMONGA, CA. 91730 DRAWN BY: TRACT NO. 19960-2 —3 SCALE: 3 C JM/EH ' AS SHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO �r Exp: 06-30-18 * PHONE: W9.481.6322 Engineering Communities for Life FAX: 909.481.6320 RIVER ASH WAY DESIGNED BY: DATE: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � C / 1 ��Q TFCFCAL0F�`� GB / SCL STA. 10+00.00 0 STA. 17+75.95 NOV. 2016 �w �7" DAT : ( CHECKED BY: APS VED DRAWING NO. n WLI 6�8�� 7 5603 7 15 WEN ELL L. IWATS U EXP. 30-1 CITY ENGINEER R.C.E. 51152 DATE J:\126-2659\street\TR 19960\ST09.dwg, 4/25/2017 11:08:04 AM, DWG To PDF.pc3