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N F -.z -k PLANNING -ENGINEERING -SURVEYING PROP. -------- 9 ----- ----------- 2900'ADAIVIS ST STE. A-15, RIVERSIDE, CA. 92504 36 RCPJ (ja) Lo Typ. 7 ---------- cl� - I I CONSTRUCTION NOTES Q� IN 10 Min MMM 11- ammo- _1MM* a I MOM MMM 4ME FOR LOW FLOW SYSTEM SEE PLAN NO. 3863 O1 CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- NATIVE MATERIAL C-3 COMPACTED TO 957.. (SEE GENERAL NOTES 31 & 32). Lj L4 SHEET NO. 4 C3 I CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Q) I CURVE TABLE Q) 05' 6' 28' 6P tk 51 P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015. CURVE DELTA RADIUS LENGTH TANGENT 5' 6' 28' 6' O6 CONSTRUCT 4 3r C 112005'48" 60.00 117.39 89.12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005 90000,00" NUA IMI L A NE o C2 45.00 70.69 45.00 "W" PER PLAN. DEPRESSION PER A.P.W.A. STD. PLAN J1J-1 CASE B AND DETAIL ON SHEET J. 6 3r 3F ol ci 90000,00" 25.00 39.27 25.00 �3..o ro Q� CONSTRUCT LOCAL Ik C4 26014'05" 355.00 162.55 82.72 C5 6'08'31 110.00 11.79 5.90 LINE TABLE 4`L\� ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY tk. b- STD. NOS. 109 & 1JO. C6 20&16'50" 395.00 139.82 70.65 LINE BEARING LENGTH (bo I D* __T__• 0 C7 J75. 00 171.71 87.J9 )* 14 '(43 INSTALL STREET NAME SIGN PER CITY STD. NO.- 139. 26" 14'05 L 1 10.00 (3 N89'56'OJ"E C8 26014'05" 395.00 180.86 92.05L2 N77'50'17"E 42.71 10+80.00 Q) CL CB INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS- C9 24*50'28.1.t 355.00 153.91 78.19 LJ N80.07'24 "W 42.71 W=28' V=5.5' (Z W=28' V=6.5 BENCH MARK.• # 8-17 BASIS OF BEARINGS. K16-HSS-TS-PR-EDISON LEXAN LEXAN NOSTALGIC POLE (HEIGHT=14.5) clo 11'20'10" 110.00 21.76 10.92 L4 N8956'03"E 50.46 BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089059'Jl"E CONSTRUCT PARKWAY DRAIN 3 -BARRELS, CATCH BASIN "N- 1 THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE S=4' PER A.P.W.A. STD. 151-1. cil 109056J6" 60.00 115. IJ 85.60 L5 N8J*18'55"E 42.71 LOCAL D CATCH BASIN "'N-2" J4J'NOR7H OF HIGHIAND, 0.2 MI WEST C12 45.00 70.69 45.00 "w 42.71 DEPRESS/ON CASE B) LOCAL DEPRESSION ( OF SAN SEVAINE RD., 265 MI WEST AS SHOWN ON 7R. NO. 90000,00" L6 N62*00'58 SCALE' 1 10 11 CASE B) OF SIERRA AVE 16427-1, M.B. 29617-11. C 1 9J*2254" 60.00 9779 63.65 SCALE- 1 10, ELEVA n0N.- # 1428.609 C14 77*2545" 45.00 60.81 36.07 REV. REVS/ON DESCRIPTION DA TE ENGR. CITY DA TE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of CITY OF FON TANA., CALIFORNIA C15 772545" 25.00 JJ. 78 20.04 IF PREPARED IN THE OFFICE OF C16 29*159'16" 372.00 192.53 98.48 NOT COMMENCE 141THIN TWO YEARS OF THE DATE OF MADOLE AND ASSOCIATES, INC. PRIVATE STREET IMPROVEMENT PLANS C17 17'25'21 110.00 33. 45 16.85 DRAWN B K C18 20.51 '59 392.00 142.76 72.18 /WWWWWWVVWW~ APPROVAL SH014W HEREON AND CARRIED FORTH IN A GALA SSO A VENUE SCALE: Uj No. 36637 c: 760-A S. ROCHESTER AVENUE FROM RODRIGUEZ WAY TO STA. 12+28 AS SHOWN C 19 J52. 00 111.71 56.JJ cr_ ONTARIO CA 91761 MVA CV NUAIMI LANE 18@ 11'02 DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06 DESIGNED B K FROM R� WAY TO SCH4 RF AVENUE DAA' C20 5.31 '10" 110.00 10.60 5.30 BEFORE DAYS BEFORE PH19,� 09) 937-9151 SCL TrA Z C C21 47.46'29"25.00 20.85 11.07 YOU DIG YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO V T NO. 16869 OCT 2005 I kn Date )��491;z_ --CHECKED BY VED DRAWING NO. 4 C22 4704629 45.00 37.52 19.91 TOLL FREE 1 800-227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �3 EXP. C�36tb# SCL -40E�'_ - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 3861 C2J 72004'58 60.00 75.48 4J. 66 A&e4repRo z?"Wxx1e4 WENDELL L. /WA TSURU &TY ENGINEER R. C. E. 51152 DATE 5 J:\126-2001\streets\st04.dwa. 1217/2005 11:09:04 AM. Germ Gem