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HomeMy WebLinkAbout1888-3693 = -9/ d10 I e. ............. ......... ................ ............ .... 27+71.81 CL. INT. WILLOW DRIVE =10+00.00 CL. CASCADA COURT N40' 50' 43" W ( RAD) Z W F- ap `' i '� 18• cV .�. / ' _ FLOW q� ' _ 19 18 SFS Oq =11+80 1 cn o $� �� W11 ()Wnpivr6F" y J �, 1/12/1 -rte - E / F co o 90' 49'27" z v °o ,r, o CURB RETURN sjy VE 0' 19' 16" o M L, Lo M o S' LY CURB CURVE � 0' 49'27" F� T LO CD co o= N Z m 754.00' EST 2 378.23' N' L Y CURB CURVE _ o N O to 31.42' 20. 00' CURB RETURN (6 O rn+ cO z h o ¢ STA 204-28. 58 1 C.B. N0.2 CONSTRUCTION NOTES 22 CONSTRUCT CATCH BASIN NO.2 PER L.A.C.F.C.D. O O N N � � o N � N N � � O - STA 30+46.00 LOCAL DEPRESSION NO.2 .-- 11 C=) cv w� m N 3'24'480 PER L.A.C,FC.D. STD. DWG. NO. 2-D 162 2 DWG No. 2- D162 CL. CURVE CL. INT. TO TR. BDRY. J 0° 0 1132.00' 28. 75' 14.37' PER L.A.C.F.C.D. STD. 2-D88 0 12' 10' 56' pa 244.51' 122. 72' w= PER .7',. V= 6' W / LOCAL DEPRESSION L.A. C.F.C.D. "C" CONSTRUCT- A. C. OVER 12 CONSTRUCT 42" R. C. P. STORM DRAIN 1168. 00' 248.34' 0 ro uJ S' L Y CURB CURVE DO 2#58'07' CASE " 8'' 40.00' 20.00' CL. CURVE CL. INT. TO E. C. N� 83'20'28* 20.00' STD. DWG. No. 2- D 88 CASE COMPACTED NATIVE SOIL. (SEE GEN: NOTE 6) CURB RETURN © 46#37'23' 772.00' 628.20' 332.66' CL. CURVE CL. INT. TO CL. INT. O 93-07#311f 20. 00' 32.51' 21. 12' SEE SHEET 5 FOR DETAILS 53-16'45" U U --J -' J �i F= J U -- J 790.00' OQ- 90' 49'27" 20.00' 31. 70' 20.29' CURB RETURN O 0' 19' 16" 790.00' 4.43' 2.21' S' LY CURB CURVE 0 0' 49'27" 790.00' 11.36' 5.68' CURB CURVE B. C. TO B. C. R. SO 53#16'45" 754.00' 701.14' 378.23' N' L Y CURB CURVE 0 90900,000 20. 00' 31.42' 20. 00' CURB RETURN ® 6'48'37" 1132.00' 134.55' 67.36' N' LY CURB CURVE © 8#46'07" 1150.00' 176.00' 88. 17' CL. CURVE B. C. TO CL. INT. ® 91' 57' 30" 20. 00' 32. 10' 20. 70' CURB RETURN FO 3'24'480 1150.00' 68.51' 34.27' CL. CURVE CL. INT. TO TR. BDRY. J 1' 27' 18" 1132.00' 28. 75' 14.37' N' LY CURB CURVE 0 12' 10' 56' 1150.00' 244.51' 122. 72' CL. CURVE B. C. TO TR. BDRY. 0� 12@10'56" 1168. 00' 248.34' 124.64' S' L Y CURB CURVE DO 2#58'07' 772.00' 40.00' 20.00' CL. CURVE CL. INT. TO E. C. N� 83'20'28* 20.00' 29.09' 17.80 CURB RETURN © 46#37'23' 772.00' 628.20' 332.66' CL. CURVE CL. INT. TO CL. INT. O 93-07#311f 20. 00' 32.51' 21. 12' CURB RETURN © 53-16'45" 772.00' 717.88' 387.25 CL. CURVE B. C. TO E. C. L� 41'20'57" 790.00' 570. 13' 298. 12' S' L Y CURB CURVE AO 3@41'15" 772.00' 49.68' 24.85' CL. CURVE B. C. TO CL. INT. K� 83-47'16" 20.00' 29.25' 17.94' CURB RETURN MARKF Z� R L T COMMENTS MARK Q R L T COMMENTS CURVE DATA CURVE DATA I- h � H U. O - � to CONSTRUCT CONCRETE CURB AND GUTTER( 8" j . F. PER CITY OF FONTANA STANDARD DETAIL 101 @-CONSTRUCT 24" R. C. P. STORM DRAIN q� CONSTRUCT CONCRETE CURB AND GUTTER( 6" C. F. TRANSITION TO 8" C. F. ) &- 14 CONSTRUCT CATCH BASIN NO. 3 PER L. A. C. F. C. D. DWG. NO. 2 - D 163 5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 15 CONSTRUCT C.B. NO. I PER L. A. C. F. C. D. 7�lPofnt PER CITY OF FONTANA STANDARD DETAIL 104. 25-1 DWG. NO. 2- D160 - :1:7 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (EXC. DWY' S) ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 I6 0 --CONSTRUCT CONSTRUCT TS. NO -3 PER L.A.C.F.C.D. DWG. NO. 2- D 188 (MODIFY FOR 2 INLETS) 1811 R. C . P STORM DRAI N U 3 V I lk m o0 ;n CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 12" MARK D•'�j� ENCH 1Y11' RK 5' --�-- 14' CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF 6' FONTANA STD. DET. 102 SPIKE ON PP #674320 E rATTHEE 10 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA INTERSECTION OF JURUPA pVEMEN STD. UE AND MULBERRY AVENUE CONSTRUCT BARRICADE PER CITY OF FONTANA ELEV. 918. 40 11 STD. DET. 118 REV. DATE. ���• I- h � H U. O - � to O U-) O LOu7 I- CO O N.T. S . to o r. 0 ON N N N �N _ N o N r _ N N -- O O O' O O O O O 7�lPofnt Point AI 25-1 FLOW :1:7 5 r 25 �' U 3 V I lk m o0 ;n 1 12" S SLY SIDE 5' --�-- 14' 6' DESCRIPTION DATE CITY APP. 9- OFF38 � r 11I0. ROE 40082ryl 0OA�w� N55°/0'59"W(BA0.) W= /4' 61 4' W /LOCAL 0fR9f SS/0N Pf9 L. A C.fc.o. 67,0. DWG 2 -O98 CA.Sf d " SEE SHEET 5 FOR DETAILS G' ►'�' Musser Engineering Consultants Inc. 2698 MATARO STREET ( 818) 568-2465 PASADENA, CALIFORNIA 91107 Drawn by Approved : PH Z b a Designed by: GEORGE MUSSER R.C.E. 40982 Dote ZK EXPIRATION DATE: 3/31/91 Checked by r 120 160 GRAPHIC SCALE CITY OF FONTANA , CALIFORNIA m I PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale: 1' 40' TRACTS 142431 AND 14243-2 Date: STREET IMPROVEMENT PLANS I2-6-89 Dwq. No. Approve d3'G , �S CITY ENGINEER R.C.E. 126. X5' 0 Vi 4 w� `' w SHEEN SES N o 0 LANE 25-1 F 5 r 25 �' U 3 V I lk m o0 ;n 2518' �8' ' J C3 7 �.. -o- 4 1 N 1 1.59 E. C. R. FUTURE 1 S li +4 K 3 wll�� cvz pVEMEN N55°/0'59"W(BA0.) W= /4' 61 4' W /LOCAL 0fR9f SS/0N Pf9 L. A C.fc.o. 67,0. DWG 2 -O98 CA.Sf d " SEE SHEET 5 FOR DETAILS G' ►'�' Musser Engineering Consultants Inc. 2698 MATARO STREET ( 818) 568-2465 PASADENA, CALIFORNIA 91107 Drawn by Approved : PH Z b a Designed by: GEORGE MUSSER R.C.E. 40982 Dote ZK EXPIRATION DATE: 3/31/91 Checked by r 120 160 GRAPHIC SCALE CITY OF FONTANA , CALIFORNIA m I PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale: 1' 40' TRACTS 142431 AND 14243-2 Date: STREET IMPROVEMENT PLANS I2-6-89 Dwq. No. Approve d3'G , �S CITY ENGINEER R.C.E. 126. X5' 0