Loading...
HomeMy WebLinkAbout3513-240 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ' .5 '0 '4" 0' OC 16.91' 45.00' 21'31'34" 8.55' D 46.87' 45.00' 59040'52" 25.81' E 70.69' 45.00' 90'00'00" 45.00' OF 35.74' 45.00' 45030'42" 18.88' OT 18.29' 45.00' 23`17'03" 9.27' OU 18.29' 45.00' 2317'03" 9.27' V 18.29' 45.00' 23'17'03" 9.27' O 18.29' 45.00' 23'17'03" 9.27' mi GRAPHIC SCALE 0 20 40 80 ( IN FEET ) I inch = 40 ft 160 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION NOTES STA. 15+84.81iT� 'f �1 CONSTRUCT 54" RCP STORM DRAIN EC STA 16+32.17_ LINE "A�ol ��� `�. A=60% D=18', CASE 1 STA. 16+98.89 'EV. REVISION DESCRIPTION DATE I ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 PLAN CHECK ISSUE 2/19/0 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, FESS/ M�TC ��eRyF ' Q 3 REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF 5040 �-- // RCB UNE C & LAT C-13. REVISED UNE A ALIGNMENT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND No. 45715 * Exp. 12-31-06 �y� cw\_ FOr Cp_ C3 �q REALIGN RCB AND DELETED LAT. A-15 5/14/04 4 REVISED ALIGNMENT OF LINE A 5/19/ 5 REVISED ALIGNMENT OF LINEA 6/4/04 --Ac-jm- STANDARDS IN EFFECT. L REVISED LAT. C-2 AND C-14 6/30% Prepared Under The Supervision Of : R.C.E. 45715 EXP 12-31-06 Date : O CONSTRUCT 48" RCP STORM DRAIN OCONSTRUCT 5' HIGH BY 10' WIDE REINFORCED CONCRETE BOX PER CALTRANS STD PLAN NO. D80 ® CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 320-1 O5 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 340-1 O6 CONSTRUCT MANHOLE PER APWA STD PLAN NO. 323-1 O7 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 333-1 O8 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 332-1 Og CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN NO. 380-3 ' 10 CONSTRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER CALTRANS STD. PLANS D93A AND D93C. �_� 13 6' THICK BRICK MO AND SEAL � 2 14 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 331-2 15 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 334-1 16 CONSTRUCT 30` RCP (2000D) Al I 17 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD. PLAN D86A. CONSTRUCT 24" RCP (2000D) ©0 INSTALL CONCRETE B K PROTECTION PER APWA STD PLAN N0. 225-1 21 CONSTRUCT 3' HIGH BY 4' WIDE REINFORCED CONCRETE BOX PER CAI -TRANS STD PLAN NO. _D80 © CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN NO. 342-1 4 CONSTRUCT 3' HIGH3' E R ORCED CONCR BO) CALAJSP N 80- ©5 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 341-1 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY- SCALE: AT AS SHOWN DESIGNED BY: T NO. 16235 DATE: JAM 2/19/04 CHECKED BY: AP OVED BY / DRAWING NO.: A/ -e56 LMGTY EN EER R.C.E. 51152 ,o,�: 3513A