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HomeMy WebLinkAbout3517-13I I I I 10 11 12 SEEE ARK 10 ST. LAC z c� 93 47 7000 71 a Q ah 72 10+00.00 WATER ELMPL = ! o 16+54.22 <, 16+90.23 LACEBARK ST. C/L IN I ECR WG N 12" SE►1 co � W 92 I — HT Np 2 18 A I I 91 1 1 t I LEGEND PROP. A.C. PA VEMEN T PROP. CONCRETE SIDEWALK � 16'40 t, 5 12-1- co---- _ PROP I ,� a t A T Z h BCR 47 1 d o � � o i 89 88 87 86 710 Zi URD 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 73 m� 1 13 1 14 1 15 m TY 75 75 76 77 co N +� +KD TANGENT �N W A 17'36'19" �i 148.11 ' 74.64' 1 15 m n DATA TABLE 77 Q N LuM7 to TANGENT REMARK A 17'36'19" 482.00' 148.11 ' 74.64' 0010 S® �, F 5 84 83 11 7 - " J i �" WK: �Nw -+ + m r— C7 - L 82 -� _ ? E-4 z m m D m Z � 14.03' LT FROM MOC ST. LIGHT TYPE PER STREET LIGHT PLAN 15+34.86 (20' LT) RADIAL POINT MOC 50.95 TC 36' UTILITY ESMT. 1 0 — ' , Lu No.63494 Exp. Sept. 3'. 2008 J� civic �Q OF CZ&O v MATT EW C. HICKS RCE NO. 63494 EXP. 09-30-08 DATE: 5-1 PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' CONSTRUCTION NOTES: O CONSTRUCT 4" MIN A.C. OVER 957. COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 �5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1"=40' REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA NCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT rr* S 1 py9lONTAR 0 6CA 1IFORNIA 91764-5592COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL RW 909.581.0196 • FAX 909.581.0192 ■ www.RBF.comSTREET IMPROVEMENT PLANS SCAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER z DRAWN BY: TR CONSULTING ACT 495-� 1" = 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w No .63494 m M'E' .1. Exp. 9/30/06 WATER FLM PLACE JOB NUMBER tJK I NG THEM INTO CONFORMANCE WITH CONDITIONS AND sl cI �� �� PREPARED/NDE P VI 0 ,,/} DESIGNED BY: STANDARDS IN EFFECT. 9lf aF p`1Eo`�� DATE: �23�`f" R CHECKED RECORD DRAWING 04/08101# p��1% MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06 . R.J.I ■ m ®1 15-100634 Q y DRAWING NO. 3 Q : ' 3517 14 CURVE DATA TABLE Q DELTA RADIUS LENGTH TANGENT REMARK A 17'36'19" 482.00' 148.11 ' 74.64' LT CURB B 1736'19" 500.00' 153.64' 77.43' CENTERLINE C 17 36'19" 518.00' 159.17' 80.22' RT. CURB D 27 2855" 112.00' 53.72' 27.39' L T. CURB E 2072855" 38.00' 137.61' -- CUL-DE-SAC F 19 5825" 332.50' 115.91' 58.55' CROWNLINE G N89 04'00"E -- 20.00' -- OFFSET CIL H N28 24'55"W - - 50.00' 1 -- I LT CURB 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1"=40' REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA NCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT rr* S 1 py9lONTAR 0 6CA 1IFORNIA 91764-5592COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL RW 909.581.0196 • FAX 909.581.0192 ■ www.RBF.comSTREET IMPROVEMENT PLANS SCAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER z DRAWN BY: TR CONSULTING ACT 495-� 1" = 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w No .63494 m M'E' .1. Exp. 9/30/06 WATER FLM PLACE JOB NUMBER tJK I NG THEM INTO CONFORMANCE WITH CONDITIONS AND sl cI �� �� PREPARED/NDE P VI 0 ,,/} DESIGNED BY: STANDARDS IN EFFECT. 9lf aF p`1Eo`�� DATE: �23�`f" R CHECKED RECORD DRAWING 04/08101# p��1% MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06 . R.J.I ■ m ®1 15-100634 Q y DRAWING NO. 3 Q : ' 3517 14