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HomeMy WebLinkAbout3537-60 0 0 U 0 0 0 0 ii TOLL FREE –0mmm' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10+00 ADAMS LANE SEE SHEET 5 64' 32' PER CITY DWG. # 3539 I i 11+96.93 ADAMS LANE= i 10+00.00 LINCOLN COURT 1305.72 FS I 39 ; 40 t) PROPOSED 30" SD LAT PER CITY DWG. # 353.9 i m 11 LIMITED 35 USE AREA 11+53.93 ECR r PROPOSED R/W 1305.92 TC 1 34 12+39.93 BCR PROPOSED 8" SEWER - PER CITY DWG NO. g1 33 m 32 31 W 14+00 USE AREA 1309.99 �1 I 12+39.93 BCR Q PROPOSED FIRE 5 C U w� 1305.49 TC 7 W M PROPOSED R/W �, M my LO 22 23 24 2 14- o LO M PROPOSED 8" WATER + o BY OTHERS N r LIMITED USE AREA 1309.99 �1 I ADAMS LANE LINCOLN COURT REV. I REVISION DESCRIPTION TRACT NO. 16271 CURVE DATA Q PROPOSED FIRE 5 HYDRANT ai 110.00' 31.32' 15.76' W M m °° 26 M ADAMS LANE LINCOLN COURT REV. I REVISION DESCRIPTION TRACT NO. 16271 CURVE DATA Q RADIUS LENGTH TANGENT A 212'3722 38.00' 141.02' 129.85' B 16'18'41" 110.00' 31.32' 15.76' DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A D91GENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. PREPARED FOR: The Stratham Group 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 BENCHMARK CITY OF FONTANA BENCHMARK NO. 361. RAILROAD SPIKE IN NORTH FACE OF POWERPOLE NO. 1536697E AT THE SOUTHWEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE ELEVATION: 1365.01 Es. NOTE DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. = , PROFILE HORM 1"= W !' = V GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. CONSTRUCTION NOTES Ol — CONSTRUCT 4" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & �MIN) 2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE 7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 10 INSTALL 5800 LUMEN HPSV (70 WATT, 17) LUMINAIRE 11 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS SIDS. 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 RECO These Record Documents based on information provided by Design Professional has not verified the accuracy and/or completeness of this information and shall no wt be responsible for any errors or omissions may be incorporated herein as a result Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (� (909) 356-1815 Fax (909) 356-1795 _ . I Z-( �- 03 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) No.43978 m 6XP• 6/30/07 X m QROFESS ,o CITY OF FONTANA, CALIFORNIA �vP \P S. STREET IMPROVEMENT PLAN co o �' z DRAWN BY: SCALE: W. 43976 m AE TRACT NO. 16271-1 1 "=40' * Exp. 6/30/05 * DESIGAEED BY: LINCOLN OURT DATE: DECEMBER, 2003 %P9T C I V ► �- ��`P �`H APPRD BY: KED BY: /� DRAWING NO 6 E F of CAL 118H CITY ENGINEER R.C.E. 51152 � 7 8 Filename: m: \dwg\ 12908\street\ 16271-1 \ 16271-1—STO6.dwg