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HomeMy WebLinkAbout3285-6A 10+00 11+00 a a 40 V tti a 1� GRAPHIC SCALE 20 ,0 so ( IN FEET ) I inch = 40 ft 180 0 1;. 11 J6 12," WATE 8" WATER oror o 12+00 X� 1.5' 1 0.5' PIPE DIA. I.D. 13+00 HORIZ. 1 "=40' - PROFILE SCALE: , _.__ ----� �---.- VERT. 1"=8' 14+00 15+00 U'\ 41��8,q r 4 2.0' 4" 4" #4 BARS —1/2" THICK STAINLESS 1.0' 8" STEEL VELOCITY REDUCER PLATE 0.5' HDPE PIPE i 8" - RUBBER GASKET PER ASTM 2.0, F-477 IN VALLEY OF TIC"T 1.0, CORRUGATION I 4� - �, 24 16+00 1'7+0-0- 7+00-1 8+00 NOTE: * SEE SHEET 8 FOR 'LOCAL DEPRESSION GRADE DETAILS CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT O 77.20' 90.00' 49'08'56" 41.15' CONSTRUCTION NOTES: 10 CONSTRUCT 30" DIA. 1-1/2" THICKENED INVERT R.C.P., D -LOAD PER PLAN. ® CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1 (SEE SHEET 11) O5 CONSTRUCT CATCH BASIN (W=13.3', 4 -GRATES, PER APWA STD. PLAN 302-2 (SEE SHEET 14) O CONSTRUCT 24" R.C.P., D -LOAD PER PLAN 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 308-3 (SEE SHEET 12) 11 CONSTRUCT CONCRETE PIPE ANCHORS WITH STAINLESS STEEL VELOCITY REDUCER 10' O.C. PER DETAIL ON SHEET 6 12 CONSTRUCT DOWND TO BACK OF CATCHBASIN TRA ON PER DETAIL ON SHEET 5 13 INSTALL BICYCLE PROOF GRATES, TYPE 18-10, PER CALTRANS STD. PLAN D778 (SEE SHEET 14) 14 INSTALL PIPE RISER WITH DEBRIS RACK CAGE, PER CALTRANS STD. PLAN D93C, TYPE A (SEE SHEET 14). 15 CONSTRUCT CONCRETE ENERGY DISSIPATOR WITH INLET BOX PER SAN DIEGO REGIONAL STANDARD DRAWING D-41, D-42, W=8' (SEE SHEET 13) 16 INSTALL 24" HDPE PIPE Q 18 CONSTRUCT RIPRAP (FACING CLASS) GROUTED IN PLACE 18" THICK, ROCK SHALL BE NORMINAL 10" MIN. DIAMETER PER DETAIL D-41 ON SHEET 13 1 g CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE F, H=2" (SEE SHEET 11) ©0 INSTALL GRATE HOLD-DOWN (LOCKING) PER DETAIL ON SHEET 13 12" TRENCH 12" MIN. WIDTH MIN. 1/2" THICK STAINLESS STEEL VELOCITY REDUCER PLATE 6" 6" � 12 IN. EMBEDMENT NOTCH IN RING 0 FL #4 BARS .,,� , •. , s 'o � I.D. OF PIPE 3" CLI. 4„ 4 #4 BARS 4” Jr,: ` ,t 3�-07 CONC. 560-C-3250 � VELOCITY REDUCER & PIPE ANCHOR`- DETAIL, :r VELOCITY REDUCER & PIPE ANCHOR DETAIL - SCALE: 1 "=2' -2 R SCALE: 1"=2' p O REV. REVISION DESCRIPTION DATE ENGR. DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 11 REVISED S.D. FROM STA 9+99.22 TO 11+14.25 5/2/05 W.W.W. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�t STORM, DRAIN INF7ROVEMENT PLANS 0 A&WWWWOM L?, ' R�coR� >v�►w���s 1�7[n? Q.R.C.s��tf1 ,� �,w.wi��� - SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER DRAWN BY. w Q C SCALE: DIAL Tun unpVTNr, 3 No 43179 R.C.E. 43179 v 3-31-06 TMC AS SHOWN TOLL FREE 1-800-227-2600 L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 03-31-06 * DESIGNED BY: oj ® DATE: s� �iv�� �`� SS 5-31-02 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 131114 9TFOF CA`\Foy' Date: 411145- CHECKED BY: APPR D BY: DRAWING NO.: 6 STANDARDS IN EFFECT. WWW—� 3285 � CI Y ENGOEER R.C.E. 51152 DATE: �.�--_--