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HomeMy WebLinkAbout3235-7d - to oufLI1L�AC16pST` RIIEIEIT 00 F�t�trt �1 m I ° - o SARK STREET SEE TRACT 16074 'lei x G� P 13 CIF SD EASEMENT 14 0 0 I I 23+22.70 DAYLILLY ST. O +~I c0 0 W 18.98� GC H W W a 52.6 FIL m J uj J W J Z� c J Q c� 39.45' 25.18' CURB RETURN 2 H Q I d - to oufLI1L�AC16pST` RIIEIEIT 00 F�t�trt �1 m I ° - o SARK STREET SEE TRACT 16074 'lei x G� P 13 CIF SD EASEMENT 14 1D CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 5� CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 20+54.19 DAYLILLY ST] 00 23+22.70 DAYLILLY ST. w � Z o N 15 DELTA = 18+04.30 LILAC ST. r- INTERSECTION o+ m = 26+09.60 BARK ST. INTERSECTION c+0 `� w m + 0 90025'00" c� 39.45' 25.18' CURB RETURN 2 N Cal 3 89035'00" N 25.00' 39.09' 24.82' Q�pEESS/pyq � �n �A �r 0 90°25'00" C L , L L 25.18' ®AYLILLY STREET co �N m c No. 63494 7O 0 89°35'00" 25.00' 39.09' 24.82' " 5 E� �1"."�E�': 45°34'23" Exp. Sept. 30, 2006 49.31' _ ��l4c ,,.Atli M11 09 LT. CURB 6 J'", civ k. �TFOF 251°24'54" 38.00' C -- CUL-DE-SAC 7 CONSTRUCTION NOTES 25050'31" 1D CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 5� CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 Q REV. REVISION DESCRIPTION ATE ENGR. CI DATE PLANNING ® DESIGN ® CONSTRUCTION BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA O 1 RECORD DRAWING G THE BEARINGS HEREON ARE SHOULD CONSTRUCTION OF THE REQUIRED Q�oFEsstoN9 �.' EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO o l STREET IMPROVEMENT PLANS FOR OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �Q� ���v A. j�l �y ✓ 27555 YNEZ ROAD, SUITE 400 TRACT 16074 & 16232 -PHASE 3 SCALE: 1 "=40' o SCALE: CHISELED BOX IN AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH INA = �y Z ® ® 0 TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: DAYLl�LY STREET PER PARCEL MAP No. DILIGENT MANNER THE CITY ENGINEER No.43090 RJB DIAL TW❑ W❑RKING EASTERLY TOP CURB, PER PARCEL 158 28 . � m CONSULTING 909.676.8042 FAX 909.676.7240 www.RBF.com AS SHOWN 40 0 40 80 120 TAMARIND AVE.; 60' EXP• 3/31/04 MADRONE STREET TO JOB NUMBER BEFORE ����� DAYS BEF❑RE FOR THE PURPOSE of THIS MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: You DIG DU DIG SOUTH OF TAMARIND CT.' MAP, SAID BEARING HAD sf It, ��� PREPARED U ER THE SUP R ISION OF: 385' ORTH OF BARK ST 15-100187 500' SOUTH of SLOVER BRING THEM INTO CONFORMANCE WITH qT MCH BEEN ROTATED CLOCKWISE F lEo A VED Y: DRAWING N0. TOLL FREE 1-800-227-2600 �F C w` % GRAPHIC SCALE 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: � aZ ED BY: t G3 A PUBLIC SERVICE BY UNDERGROUND SERV IC ALERT 89'04'00" EAST. MICHAEL A. LAN N0. 43090 EXP. 3-31-04 MAT — fc: LR; 41�CITY ENGINEER R.C.E. 51152 DAT© 3235 8 DO .n b i CURB CENTERLINE DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 0 90025'00" 25.00' 39.45' 25.18' CURB RETURN 2 07-- 89035'00" 25.00' 39.09' 24.82' " 3 0 90°25'00" 25.00' 39.45' 25.18' " 4 0 89°35'00" 25.00' 39.09' 24.82' " 5 A 45°34'23" 62.00' 49.31' 26.05' LT. CURB 6 IA= 251°24'54" 38.00' 166.74' -- CUL-DE-SAC 7 0= 25050'31" 62.00' 27.96' 14.22' RT. CURB 8 A= 18°11'42" 200.00' 63.51' 32.03' CROWN LINE Q REV. REVISION DESCRIPTION ATE ENGR. CI DATE PLANNING ® DESIGN ® CONSTRUCTION BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA O 1 RECORD DRAWING G THE BEARINGS HEREON ARE SHOULD CONSTRUCTION OF THE REQUIRED Q�oFEsstoN9 �.' EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO o l STREET IMPROVEMENT PLANS FOR OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �Q� ���v A. j�l �y ✓ 27555 YNEZ ROAD, SUITE 400 TRACT 16074 & 16232 -PHASE 3 SCALE: 1 "=40' o SCALE: CHISELED BOX IN AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH INA = �y Z ® ® 0 TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: DAYLl�LY STREET PER PARCEL MAP No. DILIGENT MANNER THE CITY ENGINEER No.43090 RJB DIAL TW❑ W❑RKING EASTERLY TOP CURB, PER PARCEL 158 28 . � m CONSULTING 909.676.8042 FAX 909.676.7240 www.RBF.com AS SHOWN 40 0 40 80 120 TAMARIND AVE.; 60' EXP• 3/31/04 MADRONE STREET TO JOB NUMBER BEFORE ����� DAYS BEF❑RE FOR THE PURPOSE of THIS MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: You DIG DU DIG SOUTH OF TAMARIND CT.' MAP, SAID BEARING HAD sf It, ��� PREPARED U ER THE SUP R ISION OF: 385' ORTH OF BARK ST 15-100187 500' SOUTH of SLOVER BRING THEM INTO CONFORMANCE WITH qT MCH BEEN ROTATED CLOCKWISE F lEo A VED Y: DRAWING N0. TOLL FREE 1-800-227-2600 �F C w` % GRAPHIC SCALE 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: � aZ ED BY: t G3 A PUBLIC SERVICE BY UNDERGROUND SERV IC ALERT 89'04'00" EAST. MICHAEL A. LAN N0. 43090 EXP. 3-31-04 MAT — fc: LR; 41�CITY ENGINEER R.C.E. 51152 DAT© 3235 8 DO .n b i