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HomeMy WebLinkAbout3334-8TEMPORARY CHANNEL TR. 16074 ROUGH G PHASE 2 WATER PLANS u LEGEND N >. EXISTING AC/PCC PAVEMENT TO BE REMOVED OPROPOSED A.C. PAVEMENT 40' 20' 0' 40' 80'EXISTING AC/PCC PAVEMENT TO BE REMOVED n GRAPHIC SCALE: 1 " = 40'x❑ GUARD RAIL REV. REVISION DESCRIPTION 1 REV. SANTA ANA AVE. STREET DESIGN 0 DIAL TWO WORKING BEFORE ��.� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SANTA ANA AVENUE EOP DATA DELTA BRG DELTA BRG I RADIUS LENGTH TANGENT REMARK 2 1 N83 45'40"E 1 321.60 -- " r Z -i f o IL xv z w C) W ` d' M F m w co E I o �O- uEn Wj (� i ti I W �wCo - Lo _ T VO :-)>Zw oz N ° I ``°�� N ILr) �. I I o cn z 6( 9E \1 Ui 00 000 F O N( N w + o-� ,r� I iOwo� XIST CHAIN FENCE 60.23,1 E 60 99 F.„ , .... (EX. R/W) Wee _. FL FS w 49-P76.35 BC' _ .-- --� cn- ---- ..._ .. - ._ _ � - -- - - ' ry 60.27 599 - - M-� n _ 49 P E() � ®5 __®®� 6. 60.01 9' EXIST. PAVEMEN — — F-— Q EXIST. MH wv E� ,°' 1 10 . � — 60.18 60.57 - FL Is I FH 49+83.55 EC v' (EX. R/W)- 14 I�m 6L.14 I !� NE +�M I I W CONSTRUCTION NOTES 00 v, +Eo I w M Vo, 68'' !'o I N r7 W I W O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. � I I Z U)i ( SEE GENERAL NOTES 31 AND 32 ) co 12' 22'i 2' .� J J w �2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 N r T A RA A R I N D AVE O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. TO BE RELOCATED BY OTHERS /49+34.51 SANTA ANA AVE. O o = 36+82.08 TAMARIND AVE. 7 PROTECT IN PLACE co 0 INTERSECTION 10 SAWCUT & REMOVE EXIST. AC/PCC PAVEMENT r V) 11 INSTALL GAURDRAIL PER CALTRANS STANDARD A77A aro N Q�pFESS/p yq Q C. el� i �Lo ONLY: Lu cm Lu No.63494 =' Exp. Sept. 30, 2006 q. Z1. p�1-1 -- CURB DATA DELTA BRG I RADIUS I LENGTH I TANGENT REMARK 1 N89 28'18-E I --1 777.54 -- I RIGHT CURB MATTHEW C. HICKS RCE 1\10'63494 EXP. 9-30-06 T- CIVI1. �� RBF CONSULTING FOF C Al SFO �i w DATE ENGR. DATE PLANNING ■ DESIGN ■ CONSTRUCTION BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA,�+ CALIFORNIA NIA � THE BEARINGS HEREON ARE QovlsSIpy EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO 9l � � STREET IMPROVEMENT PLANS FOR � OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �Q� ���� A' j�l �� 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -OFFSITE -PHASE 2 CHISELED BOX IN AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH IN = �� z ® ® ® TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SANTA ANA AVENUE SCALE: w PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 RJB RLS 3 EASTERLY TOP CURB, `� `� CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com AS SHOWN 12195, P.M.B.158/28-40; Exp. 3/31/04 TAMARIND AVE.; so' FROM 83 WE OF TAMARIND JOB NUMBER � -10 FOR THE PURPOSE of THis MAY REQUIRE REVISIONS TO THE PLANS TO SOUTH OF TAMARIND CT., s � PREPARED NDER THE SU VISION OF: DESIGNED BY: MAP, SAID BEARING HAD f 0I V 1� TMA D 15-100187 / 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qJF OF CA��Eo�� MCH APP VED DRAWING N0. 8 0•oo'3s" To NORTH CONDITIONS AND STANDARDS IN EFFECT.�.j DATE: 2 �$ 03 CHECKED BY: 89.04'00" EAST. MICHAEL A. TY MAN�jRtE NO. 43090 EXP. 3-31-04 MATR�,1 4TY ENGINEER R.C.E. 51152 DATE: 3&U 8