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HomeMy WebLinkAbout5735-8 Unsigned (2)E iiiiiiiiiiiil•iiiii■ IiID���m■ liter®Q�IL�-iil ■ii[��i��iii iiii��m�ilmii■ �iiiiJiiiiiiiiiiiiiiiiiiiiiii Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATIO )NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 10+00 Q< Q< 7 7 7 7 mQ ma z a � N a a J L8 W N m o W < o a FO o m rn n o rnct ad �_ o u-; 4 �10 ++ J~a U V I ct J ct J ct F F ct J J Mr 0Z� 0 O W MUM O N M N P` N 0 I rn 0 TGT. NO. 1 ELEV.= 1304.01' REV. 23+00 1 1 N89'49'01 "E ,A, 11 +00 12+00 OLEANDER AVENUE �•I II 7 19 I- 32I' 32' �a m CmJ21,204 11) a. g04 I O Op C14 ao^ �cqLi d O j co Lo o m �r, � rn� �aF o rn � 3 O I.; O1 � O N Z rn N O O < o < ^F<F �< pZ 0 d 00]n � .WU 7 I 5 7 PR( 4 - - - 0H-11) - rta�sr 4r � CA7 REVISION DESCRIPTION 01/191TMR 0 HORZ: 1" = 40' VFRT• 1" = 4' CURVE/LINE TABLE # DELTA/BEARING RADIUS LENGTH TANGENT 1 N59'46'46"E -- 14.17' -- 2 30'05'15" 22.50' 11.80' 6.04' 3 N89'49'01 "E -- 8.75' -- 4 N89'48'59"E -- 17.41' -- 5 33'33'26" 22.50' 13.18' 6.78' 6 33'33'26" 22.50' 13.18' 6.78' 7 N89'48'59"E -- 23.21' -- TGT. NO. 2 STA. 37+49.05 FOOTHILL BLVD./CYPRESS AVE. FD.N&T ELEV.= 1311.81' I CONSTRUCTION NOTES: 7 CONSTRUCT 18" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D-LOAD. CN ©' 8 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010. o 9 CONSTRUCT 7' CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF "I: •' FONTANA STANDARD PLAN N0.'S 3003, CASE B. AND 3004. 0 23 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022. Ph•. : f 3E ?URYrLGUTTER ND Slb TRACK:' l— . (2..G) (2..G) (2.G)�-0 �(Z"�) NOTE: - - - - - - - - -- ---- --- co - ----- CONTRACTOR TO FIELD VERIFY LOCATION AND 25+00 26+00 PROPOSED MEDIAN 27+0000 ELEVATION OF EXIST. 36 STORM DRAIN AND N89'48'59"E ;SEE SHEETS 4 &5_----------- ALL UTILITIES PRIOR TO CONSTRUCTION. ICI-- ----- - ----- - ---- - ---- � ;� --� _ ` ' _ _ _ 1303.61 TC 1303.60TC 1303.58TCO Q — 130-3.6(0o TC 130-3.65—TC 1303.7 R/W- 10C- -- -—-F432F3260FL 1302.98FL 1303.( 83C1F8-CF 12"-CF CF S O G D W 8" CF --(OE) _ - N In CO —(OE)— (OE)— (OHU)—a2T— �lO�I (OH- (OH-O)— L CN O (G 0 00 O O O "' -r 1303.10FS 1303.15F I o+ J CDJ o o O 0 o rn rn rn rn I �� fi o�O 20' a o o Q o o 0 0 0 0 5' W=T 5' En d CATCH BASIN 32i 23 23 FOOTHILL BOULEVARD LOCAL DEPRESSION DETAIL STA 24+W50 SCALE: 1" = 5' DATE 1 ENGR. I CITY 1 DATE TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ERING FAX (951) 680-0490 TERRY M. RENNER R.C.E. No. 69984 EXPIRES: 9-30-18 STREET IMPROVEMENTS FOOTHILL BOULEVARD OLEANDER AVENUE TO 600' EAST OF CYPRESS AVENUE GRAPHIC SCALE 40 0 20 40 80 (IN FEET) 1 INCH = 40 FEET SHOULD CONSTRUCTION OF THE V 1 1 1 V 1 1 V L\ 1 L1JL \!1� VA LJll V lYJ REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DRAY1OY-6 STORM DRAIN PLAN FORTH IN A DILIGENT MANNER, THE CITY SAF ENGINEER MAY REQUIRE REVISIONS TO DEeGNED ft PLAN/PROFILE SHEET THE PLANS TO BRING THEM INTO THE FOOTHILL BOULEVARD / OLEANDER AVENUE CONFORMANCE WITH CONDITIONS AND cHEmED 9r. APPRM III DATE: STANDARDS IN EFFECT. THE I«am ►T� 3EP. 2018 AWNIG N0.: 8 5735 8