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HomeMy WebLinkAbout3523-93.16 i I 10 .. • "may � 41 "LINE OF '.. SIGHT t 10+00.00 BUTTERNUT WAY = T 18+37.17 HACKBERRY LANE CIL INT HACKBERRY SEE SHEET 8 - u sr v , r' , �. ♦ e r,. m r 4R e• r , v: Ai .p r 0.I► . �i� y�j +� L .. � R v • a - a - - �i' �r �` . ♦a F.R.. � +`�i • i 00 ry 12+02.98 BUTTERNUT WAY = U ~ � WSW N � oW O REMARK 21+07.57 SANTA ANA AVE 17+85.17 ECR Q ± g R/W-, LOT D I cc Q � CIL INT B 89-5953" 35.00' 54.98' N00"30'35"W 1 ` I 2 5 8" WATER 10+02.00 NUTTAIL OAK WAY = c 8' �21+�A4.57 T � P IT TFENUWAY TC 12 10 11 12 ME 75' SANTA ANA AVE. STREET IMPROVEMENTS PER TRACT 16074 IMPROVEMENT PLANS BCR EXISTING 72" RCP PER DWG NO. 3335, SHT NO. 5 SD RISER TO BE REMOVED AND CAPPED PER SD PLANS DWG NO. 3525, SHT NO. 6 96 10+00.00 NUTTAIL OAK WAY = 20+07.74 WHITE ASH LANE NORTH N) I REF TRACT 16074 OFFSITE PHASE 2 DWG NO. 3334 SHT NO. 6 TOLL FREE -qqmmp"'l —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 105 20+49.74 ECR R/W— 5 2 c, B„ 'WATER 11 N81 *09'40l 10 LINE OF SIGHT (TYP.)� _ 19+62.74 BCR REMOVED BY OTHERS 16 , c v W 124 94 1 2 0 P + I °1 0 t � WHITE ASH LANE SEE SHEET 5 NUTTAIL OAK WAY �_ N .Z 12 In Z y cc Z �— L1 W ! t se V Mca_ !F W R/W--" Q � cc 0 I N 1 13 Lo No. 63494 1 i %� C. / - MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 CONSTRUCTION NOTES: O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O3 CONSTRUCT 4.5" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 10 REMOVE EXISTING BARRICADE CURVE/LINE DATA TABLE 00 ry 12+02.98 BUTTERNUT WAY = CIL INTI.. LENGTH TANGENT REMARK 21+07.57 SANTA ANA AVE 90'00'07" 35.00' 54.98' I cc Q � CIL INT B 89-5953" 35.00' 54.98' 35.00' 95 S B, ij 10+02.00 NUTTAIL OAK WAY = c 8' �21+�A4.57 ECR l Q DRAWN BY: M E 20+07.74 WHITE ASH LANE SOUTH SCALE: 1 " = 40' EXISTING 42" RISERS TO BE CIL INT 5 3 N) I REF TRACT 16074 OFFSITE PHASE 2 DWG NO. 3334 SHT NO. 6 TOLL FREE -qqmmp"'l —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 105 20+49.74 ECR R/W— 5 2 c, B„ 'WATER 11 N81 *09'40l 10 LINE OF SIGHT (TYP.)� _ 19+62.74 BCR REMOVED BY OTHERS 16 , c v W 124 94 1 2 0 P + I °1 0 t � WHITE ASH LANE SEE SHEET 5 NUTTAIL OAK WAY �_ N .Z 12 In Z y cc Z �— L1 W ! t se V Mca_ !F W R/W--" Q � cc 0 I N 1 13 Lo No. 63494 1 i %� C. / - MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 CONSTRUCTION NOTES: O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O3 CONSTRUCT 4.5" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 10 REMOVE EXISTING BARRICADE CURVE/LINE DATA TABLE Q DELTA/BRNG RADIUS LENGTH TANGENT REMARK A 90'00'07" 35.00' 54.98' 35.00' CURB RETURN B 89-5953" 35.00' 54.98' 35.00' CURB RETURN DATE: 4-1-og AS PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' ■ 0 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: I"=40' Q J REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' BRING I NG THEM INTO CONFORMANCE WITH CONDITIONS T I ONS AND STANDARDS IN EFFECT. p V E S S 1p o QR �9l C. �� �' m r, LL' Exp. z Exp . 9/30/06 � � > CIVI�1~ F 4F C a� PLANNING ■ DESIGN ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com CONSULTING PREPARED UN SS�'F�VI OF: / .i /' DATE. �-�j-,� CITY OF FONTANA, CALIFORNIA = � Q STREET IMPROVEMENT PLANS DRAWN BY: M E TRACT 16495 NUT W & N TAIL OAK WAY SCALE: 1 " = 40' DESIGNED BY: JOB NUMBER 15_100634 AP OVED - g --� -per DRAWING N0. 3523 (� 9 CHECKED BY:�(,� $kI R.J.B. RECORD DWG, 03/08 MCH 0 MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06 RICARDO SANDOVAL R.C.E. 51152 DATE: