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HomeMy WebLinkAbout5085-2rF�r�r`--'J�J IM, 17-1 J✓ APN:0243-173-18 -c, CD m CD + Lo EXIST. SEWER (CITY OF RIALTO) S . D .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING - 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO. CALIF. 92408 PHONE (909) 884-7090 SURESH@SDENGINEERING.NET L,4,,._ 4(24(�`f SURESH DODDIAH R.C.E. 36361 DATE SCALE : i' = 40' QRQFESSIpN9 ���SH Dpd� j ti SJ 9y rz L7 RT NO. 36361 m a EXP. 6-30-14 AIt DIAL TWO WORKING BEFORE DAYS BEFORE sT CIVIL �� YOU DIG YOU DIG TOLL FREE 1-800-227-2600 OF C A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 192 APRO243-254-03 J W -_ -rte ��-• CONSTRUCTION NOTES O CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF FONTANA STD. NO. 400. O2 CONST. 8" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET i U3 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT O REMOVE EXISTING CURB AND GUTTER X j\ *.V'q IV CURVE DATA ❑ RADIUS <, LENGTH X w 1 200.00' 12 *50'19" 44.81 ' 22.50' 2 200.00' 12 *50'19" 44.81 ' 22.50' 3 clu APR0243-174-09 0 12 *50'19" LD 25.88- 5.88'4 4-r 170.00' 12'50'19" 38.09 Lo DRIVE' 2 CONSTRUCTION NOTES O CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF FONTANA STD. NO. 400. O2 CONST. 8" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET i U3 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT O REMOVE EXISTING CURB AND GUTTER X j\ *.V'q IV CURVE DATA ❑ RADIUS DELTA LENGTH TANGENT 1 200.00' 12 *50'19" 44.81 ' 22.50' 2 200.00' 12 *50'19" 44.81 ' 22.50' 3 230.00 ' 12 *50'19" 51.54' 25.88- 5.88'4 4-r 170.00' 12'50'19" 38.09 19.13' CONSTRUCTION NOTES O CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF FONTANA STD. NO. 400. O2 CONST. 8" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET i U3 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT O REMOVE EXISTING CURB AND GUTTER X j\ *.V'q IV - 65'17' 65.00' ! 65.00' 65.00 r) Lbo o k o r +' + cu } 7 7 7 \ 71 �� '12 13_ 14 11 DUMOND - DRIVE' REVISION DESCRIPTION DATE ENGR. I 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 TI -EM INTO CONFORMANCE WITH COND IT IONS AND STANDARDS IN EFFECT. SCALE i' = 40' SPECIAL NOTE: THE CONTRACTOR SHALL NOTIFY RESIDENTS OF 7847 DUMOND DRIVE (APN:0243-251-13) AND 7848 DUMOND DRIVE (APN:0243-251-04) AT LEAST TWO CALENDAR DAYS PRIOR TO START OF ANY ANTICIPATED WORK IN FRONT OF THEIR RESPECTIVE PROPERTY. © GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 �7 CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002. W=16'. O INSTALL STREET LIGHT 5.800 LUMEN PER STREET LIGHT PLAN 10 ADJUST VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 69.72 w >' cri v ; o ' --' 5 _EL Ln l77 \\ _�� cof f�� H � \=�- Z U H 4- H U7 cn w o c: ' 7 rte, cr o 0 X 15 O_ "APRO243-25 i-13 c' , 7847 D Mfl) ORIVE 0 O 3 LEGEND A.C. PAVEMENT PER SOILS REPORT A.C. PAVEMENT REMOVAL ® A.C. PAVEMENT OVERLAY CONCRETE DR # 13-010 BENCH MARK: CITY BM #512 CITY OF FONTANA, CALIFORNIA ` STREET IMPROVEMENT PLANS` BEING THE TOP OF A FIRE HYDRANT oRAw"EB TRACT NO. 18906 AS SHOWN AT THE NORTHWEST CORNER OF DESIGNED BY. WILLIAMS ROAD, DUMOND DRIVE DATE: MAPLE AVENUE AND McCAULEY STREET. EB AND MAYLFAVENUE 4/24/2014 CHECKED BY: OLI DRAWING N0. 2 ELEV . = 1289.76 s0ft 5085 r v cr�r_TKCM o r F 9;44r -a nATF 2 t •